current supply and what is needed for future conditions; this is not the total water demand for these utilities.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 2 current supply and what is needed for future conditions; this is not the total water demand for these utilities. The Maximum Day Demand Gap was calculated using two methods both summarized in Table 1. The first method to calculate the Maximum Day Demand was calculated by applying the Missouri Department of Natural Resources (MDNR) Minimum Design Standards for Missouri Community Water Systems (MDNR Design Standards), effective December 2013, by multiplying the AVD by a minimum of 150-percent. Tri-State members Maximum Day Demand factor is higher than this factor so the AVD was calculated by multiplying by 1.75. The second method used the 201 Water Resource Study Summary that provided monthly demand gaps over the course of the year. The maximum month demand gap (MMD) for each sub-region was disaggregated by utility based on population served and compared to the calculated values from method one described above. The higher of the two values, in this case MMD, was used for system sizing. Because the Tri-State Water membership does not represent the entire 1-county region, a 30- percent growth factor was also added to the AVD and MMD values to allow for additional members to be added to the water distribution network in the future. Tri-State Water, the USACE, and MDNR agreed that 30-percent was reasonable to use for a growth factor. The MMD with the 30-percent growth factor for the individual Tri-State Water membership was used in sizing the water transmission and treatment systems. Figure 1 illustrates the total demand for the 1-county region compared to the demands for current and future Tri-State members. Table 1 Tri-State Water Demand Gap Projections by Municipality 1 County Region Municipality Average Day Demand (mgd) Max Day Demand (mgd) MMD (mgd) AVD with 30% Growth (mgd) 2 MMD with 30% Growth (mgd) 2 Barry 1 Monett 1.3 2.3 2. 1.7 3.4 1 Cassville 0.4 0.81 0.92 0.0 1.2 Barton 1 Lamar 0.9 1.2 1.4 0.90 1.8 Jasper 1 Carthage 2.1 3.7 4.3 2.8 5.5 1 Mo American Joplin 7.5 13 15 9.7 19.3 1 Wholesale Mo American Joplin Customers 0.90 1. 1.8 1.2 2.3 1 Webb City 2.2 3.9 3.2 2.9 4.2 Christian 2 Nixa 1.4 2.5 3.0 1.8 4.0 Greene 2 Springfield 13 23 28 17 3 Lawrence 2 Mount Vernon 0.34 0.0 0.73 0.40 0.95 Total of all Sub-region 1 and 2 Counties 30 45 1 39 79 Notes: 1. Table is rounded to two significant digits. 2. Demand Gap volume increased by 30-percent to provide additional growth capacity for Tri-State Water.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 3 Figure 1 Water Demand Needs for 1 County Region and Tri-State Members Source Water Options Stockton Lake and Pomme de Terre are potential surface water options to fill the projected gap of the Tri-State Water membership. The water demand gap and associated acre-feet of storage necessary to meet that demand will be calculated by a yield analysis. A yield analysis is determined by the USACE using the Hydrologic Engineering Center s Reservoir Simulation Program to determine reservoir releases based on a guide curve approach and user specified operation rules to provide for lake operation in accordance with current lake Water Control Manuals and varies by source. The yield analysis for both Stockton and Pomme de Terre will be provided in the Stockton Lake Water Supply Reallocation Study and the Pomme de Terre Lake Water Supply Reallocation Study when they are completed. For purposes of this analysis three raw water delivery options were identified from both Stockton and Pomme de Terre Lakes in case Stockton Lake is unable to meet the future needs of Tri-State Water. Table 2 defines the annual average daily demand met by each of the three raw water options considered in this report. Table 2 Tri-State Water Demand by Source Water Option Option Source Water AVD with 30% Growth (mgd) 1 Stockton Lake 39 2 Stockton Lake 30.5 Pomme de Terre 8.5 3 Pomme de Terre 39 Providing water solely from Pomme de Terre is not as cost-effective as providing water from Stockton Lake, thus Option 3 was removed from further study. Only Source Water Options 1 and 2 will be included in the development of the water transmission and treatment alternatives.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 4 Water Transmission and Treatment Alternatives There are three water transmission and treatment alternatives that were selected in partnership with Tri-State Water and the USACE. Each of the three main alternatives are evaluated for Raw Water Option 1, Stockton Lake Only, or Raw Water Option 2, Stockton Lake and Pomme de Terre Lake. Alternatives for Raw Water Option 2 are denoted with an A after the alternative number. Alternative 1: Stockton Lake supplies Tri-State Water with raw water. Alternative 1A: Stockton and Pomme de Terre Lakes supply Tri-State Water with raw water. Alternative 2: Stockton Lake supplies Tri-State Water through two intakes at Stockton Lake. Alternative 2A: Stockton and Pomme de Terre Lakes supply Tri-State Water raw water using two intakes at Stockton Lake and one at Pomme de Terre. Alternative 3: Stockton Lake supplies Tri-State Water with water for a large regional Water Treatment Plant (WTP) at Springfield. Alternative 3A: Stockton and Pomme de Terre Lakes supply Tri-State Water with water for a large regional WTP at Springfield. Design Criteria WaterCAD V8i (SelectSeries) hydraulic modeling software was used to perform a conceptual hydraulic analysis on the overall system for each alternative. Table 3 provides a summary of the basis of design for distribution systems as listed in Chapter 8 of the MDNR Design Standards. The lower minimum pressure in the raw water line design criteria is acceptable with standard practice. The criteria were chosen to minimize energy costs while optimizing storage and pumping facilities. The output data is provided in Appendix A. The hydraulic models were developed as a tool to identify pipeline sizing recommendations, pump station location and capacity, and storage location and size for these alternatives. Table 3 Modeling Development Criteria Model Constraint Finished Water Modelling Assumptions Raw Water Modelling Assumptions Allowable Friction Headloss Range 5.3 15.8 feet per mile 5.3 15.8 feet per mile Allowable Pressure Range 35 10 PSI 10 10 PSI Maximum Transmission Velocity 4.0 feet per second 4.0 feet per second Transmission Storage Tank Volume 5% Transmission Flow 5% Transmission Flow Plant Storage Tank Volume 15% Transmission Flow 15% Transmission Flow Hazen Williams Roughness Coefficient for steel pipe 130 130

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 5 Assumptions for pipe material by pipe diameter are included as Table 4. Table 4 Modeling Development Criteria Assumed Material and Pressure Class Pipeline Diameter C905 PVC, Pressure class 200 12 inch pipe and Less Ductile Iron, Pressure class 200 Between 12 inch and 42 inch pipe Welded Steel Pipe, Pressure class 200 48 inch pipe and larger The pump stations were sized to provide flow for maximum daily demand in a 24-hour delivery period. Due to the size requirements for the pumps, 480V or 410V power supply may be necessary. The pump horsepower assumptions were based on the model output, assuming 80percent pump efficiency, and 75-percent wire to water efficiency. The calculated horsepower and initial pump sizing was checked against Flygt and Flowserve using their online available pump selector tools to verify initial horsepower assumptions for the selected pumps. Each pump station is assumed to have at least one installed spare pump for redundancy and in compliance with MDNR Design Standards. Ground storage tanks (GST) and elevated storage tanks (EST) were included in the design recommendations. GSTs were used at booster pump locations and ESTs were used elsewhere. One sustainable feature for Tri-State Water to consider when constructing the GST is the potential inclusion of a turbine generator to convert and reduce the available pressure into generating electricity as water enters the GSTs. Photos of an example illustration are shown in Photo 1 and 2. Photo 1 GST Turbine Photo 2 - Sleeve Valve Alternative 1: Stockton Lake supplies Tri-State Water with raw water, and Alternative 1A: Stockton and Pomme de Terre Lakes supply Tri-State Water with raw water. The water treatment and transmission system map for Alternative 1 is included as Figure 1, Alternative 1A as Figure 2. For Alternative 1, the primary raw water line will parallel the existing Springfield pipeline right-of-way between the Stockton Lake intake point and Springfield. The remaining pipelines and infrastructure proposed would be located adjacent to existing roadways to provide access to the utilities. Tables 5, 7, and 8 summarize the pipeline, pump station, and storage tank sizing recommendations.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page The goal of this alignment was to supply the existing Tri-State Water membership WTPs with raw water and add small package plants as necessary for those members that do not currently own and operate their own facility. Alternative 1 expands the existing Springfield WTP and would supplement the current Fellows Lake water with the proposed raw water lines from Stockton Lake. Additionally, there is one proposed 4.5 mgd WTP owned and operated by Tri-State Water near Mount Vernon to supply Mount Vernon and Monett finished water. The Springfield WTP would provide finished water to Nixa and the Missouri-American (MO-Joplin) facility would supply finished water to Webb City. Water treatment plants were sized per maximum day demand. Lamar and Carthage both receive raw water in this alternative. The water service for Tri-State Water Membership (MMD of 80 mgd) is supplied as: 8 mgd of raw water service: Springfield, Lamar, MO-Joplin, and Carthage 12 mgd of finished water service: Nixa, Mt. Vernon, Monett, and Webb City Table 5 Alternative 1 and 1A: Pipe Size and Length Pipe Diameter Alternative 1, Pipe Length (Miles) Alternative 1, Pipe Description Alternative 1A (Pipe Length Miles) Alternative 1A, Pipe Description 72 Raw Water 32.5 Stockton Lake/Springfield WTP 32.5 Stockton Lake/Springfield WTP 0 Raw Water 31.5 Springfield WTP/Mt Vernon WTP 31.5 Springfield WTP/Mt Vernon WTP 54 Raw Water 30.5 Mt Vernon WTP/Carthage 30.5 Mt Vernon WTP/ Carthage 48 Raw Water 12.0 Carthage/MO Joplin WTP 13.5 Carthage/ MO Joplin WTP 3 Raw Water 30.5 Pomme de Terre Lake/ Walnut Grove 24 Finished Water 24.0 Mt Vernon WTP/Monett 24.0 Mt Vernon WTP/ Monett 18 Raw Water 23.5 Carthage/Lamar WTP 23.5 Carthage/ Lamar WTP 18 Finished Water 12.0 Springfield WTP/Nixa 12.0 Springfield WTP/ Nixa 12 Raw Water 0.5 0.5 12 Finished Water 4 MO Joplin WTP/Webb City 4 MO Joplin WTP/ Webb City Total Pipeline Length 171 201 Table Alternative 1 and 1A - Pump Station Sizing Information Alternative 1 Alternative 1A Pump Station Quantity HP of Each Total Pump Quantity of HP of Each Total Pump of Pumps 1 Pump Station HP Pumps 1 Pump Station HP Pomme de Terre Raw Water PS 4 400 1,00 Stockton Lake Raw Water PS 1,000,000 4 1,000 4,000 Walnut Grove Raw Water PS 7 700 4,900 920 5,500 Springfield Raw Water PS 750 3,750 750 3,750 Springfield Finished Water PS 350 1,750 350 1,750 Mt Vernon Raw Water PS 5 400 2,000 5 400 2,000 Mt Vernon Finished Water PS 3 200 00 3 200 00 1. The total quantity of pumps at each pump station includes one stand-by pump.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 7 Table 7 Alternative 1 and 1A Raw and Finished Water Storage Tank Location Water Type Alternative 1 Storage Location Total Volume Stored (MG) Water Type Alternative 1A Storage Location Total Volume Stored (MG) Pomme de Terre Raw Water PS Raw Lake Stockton Lake Raw Water PS Raw Lake Raw Lake Walnut Grove Raw Water PS Raw Ground Tank 4.0 Raw Ground Tank 4.0 Springfield Raw Water PS Raw Ground Tank 2.0 Raw Ground Tank 2.0 Springfield Finished Water PS Finished Ground Tank 3.0 Finished Ground Tank 3.0 Mt Vernon Raw Water PS Raw Ground Tank 2.0 Raw Ground Tank 0.5 EST Near Carthage Raw Elevated Tank 3.0 Raw Elevated Tank 3.0 Table 8 Alternative 1 and 1A Location and WTP Assumptions Surface Water Treatment Plant Max Day Capacity (mgd) Alternative 1 and 1A Finished Water Tank Size (MG) Water Facility Expansion Type Springfield WTP 40.0 Large Expansion Mt. Vernon WTP 4.4 0.7 New Construction MO Joplin WTP 22 3.5 Large Expansion Lamar WTP 2.0 0.5 Small Expansion Carthage WTP 5.5 1.0 Existing WTP Alternative 2: Stockton Lake supplies Tri-State Water through Two Intakes at Stockton Lake Alternative 2A: Stockton and Pomme de Terre Lakes Supply Tri-State Water Raw Water using Two Intakes at Stockton Lake and One at Pomme de Terre The water treatment and transmission system map for Alternative 2 is included as Figure 3, Alternative 2A as Figure 4. For Alternative 2, the primary raw water lines will be split between two raw water intake points at Stockton Lake. Two intakes were chosen to add more flexibility for future phasing of the system to Tri-State. The remaining pipelines and infrastructure proposed would be located adjacent to existing roadways to provide access to the utilities. Tables 9, 10, 11, and 12 summarize the pipeline, pump station, and storage tank sizing recommendations. The goal of the second alignment alternative was to supply the Tri-State Water Membership that own existing WTPs with raw water from two directions. The two large proposed WTPs at MO-Joplin and Springfield will receive raw water from two independent intake points from Stockton Lake. The Lamar and Carthage WTP will remain in service to provide finished water to Lamar. The MO-Joplin WTP provides finished water to MO-Joplin and Webb City. The Springfield WTP would provide finished water to Nixa, Mount Vernon and Monett. The water service for each Tri-State Water member (MMD of 80 mgd) is supplied as identified below: 8 mgd of raw water service: Springfield, Lamar, MO-Joplin, and Carthage 12 mgd of finished water service: Nixa, Mt. Vernon, Monett, and Webb City

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 8 Table 9 Alternative 2 and 2A Pipe Size and Length Pipe Diameter Alternative 2 Pipe Lengths (Miles) Alternative 2, Pipe Description Alternative 2A Pipe Lengths (Miles) 72 Raw Water 0 Raw Water 2.0 54 Raw Water 17.0 Stockton Lake South/Springfield WTP, Stockton Lake West/Lamar Lamar/Raw Water EST, Springfield WTP/Springfield 2.0 17.0 Alternative 2A, Pipe Description Stockton Lake South/Springfield WTP, Stockton Lake West/Lamar Lamar/Raw Water EST, Springfield WTP/Springfield 48 Raw Water 22.5 Carthage/MO Joplin WTP 31.5 Raw Water EST/MO Joplin WTP 3 Raw Water 30.5 Pomme de Terre Lake/Walnut Grove 24 Finished Water 5.5 Springfield WTP/Monett, Carthage/Carthage WTP 5.5 Springfield WTP/Monett, Carthage/Carthage WTP 18 Finished Water 12.1 Springfield WTP/Nixa 12.1 Springfield WTP/Nixa 12 Raw Water 2.0 Lamar/Lamar WTP 2.0 Lamar/Lamar WTP Total Pipeline Length 172 202 Table 10 Alternative 2 and 2A Pump Station Sizing Information Pump Station Quantity of Pumps 1 Alternative 2 HP of Each Pump Total Pump Station HP Quantity of Pumps 1 Alternative 2A HP of Each Pump Total Pump Station HP Pomme de Terre Raw Water PS 4 400 1,00 Stockton Lake South Raw Water PS 5 550 2,750 5 325 1,25 Stockton Lake West Raw Water PS 5 500 2,500 5 500 2,500 Walnut Grove Raw Water PS 5 550 2,750 5 550 2,750 Springfield Finished Water PS West 5 00 3,000 5 00 3,000 Springfield Finished Water PS South 5 750 3,750 5 750 3,750 Mt Vernon Finished Water PS West 5 400 2,000 5 400 2,000 Mt Vernon Finished Water PS South 3 200 00 3 200 00 1. The total quantity of pumps at each pump station includes one stand-by pump. Table 11 Alternative 2 and 2A Raw and Finished Water Storage Tank Location Water Type Alternative 2 Storage Location Total Volume Stored (MG) Water Type Alternative 2A Storage Location Total Volume Stored (MG) Pomme de Terre Raw Water PS Raw Lake Stockton Lake South Raw Water PS Raw Lake Raw Lake Stockton Lake West Raw Water PS Raw Lake Raw Lake Walnut Grove Raw Water PS Raw Ground Tank 2.5 Raw Ground Tank 2.5 Springfield Finished Water PS Finished Ground Tank 3.5 Finished Ground Tank 3.5 Mt Vernon Finished Water PS Finished Ground Tank 0.5 Finished Ground Tank 0.5 EST Near Carthage Raw Elevated Tank 3.0 Raw Elevated Tank 3.0

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 9 Table 12 Alternative 2 and 2A Location and WTP Assumptions Water Treatment Plant Max Day Capacity (mgd) Alternative 2 and 2A Finished Water Tank Size (MG) Water Facility Expansion Type Springfield WTP 4 7.0 Large Expansion MO Joplin WTP 32 5.0 Large Expansion Lamar WTP 2 0.5 Small Expansion 1. Water treatment plants sized per maximum day demand Alternative 3: Stockton Lake supplies Tri-State Water with water for a Large Regional Water Treatment Plant (WTP) at Springfield, and Alternative 3A: Stockton and Pomme de Terre Lakes supply Tri-State Water with water for a Large Regional WTP at Springfield The water treatment and transmission system map for Alternative 3 is included as Figure 5, Alternative 3A as Figure. For Alternative 3, the primary raw water line will parallel the existing Springfield pipeline right-of-way between the Stockton Lake intake point and Springfield similar to Alternative 1. The remaining proposed pipelines and infrastructure would be located adjacent to existing roadways to provide access to the utilities. Tables 13, 14, 15, and 1 summarize the pipeline, pump station, and storage tank sizing recommendations. The goal of this alignment was to supply the Tri-State Water Membership customers with finished water from one large regional WTP located at Springfield. Thus, there is one 80 mgd WTP near Springfield to supply finished water to all Tri-State Water customers. A finished water booster pump station (BPS) would convey water south to Mt. Vernon and Monett and west to the finished water EST. The EST would provide Webb City, Carthage, MO-Joplin, and Lamar with finished water via gravity. Table 13 Alternative 3 and 3A Pipe Size and Length Pipe Diameter Alternative 3 Pipe Length (Miles) Alternative 3 Pipe Start/Pipe End Alternative 3A Pipe Length (Miles) Alternative 3A Pipe Start/Pipe End 72 Raw Water 32.0 Stockton Lake/Springfield WTP 32.0 Stockton Lake/Springfield WTP 0 Finished Water 54 Finished Water 31.5 Springfield WTP/Mt Vernon 31.5 Springfield WTP/Mt Vernon 48 Finished Water 40.0 Mt Vernon/MO Joplin 40.0 Mt Vernon/MO Joplin 3 Raw Water 30.5 Pomme de Terre Lake/ Walnut Grove 24 Finished Water 25.0 Mt Vernon/Monett 25.0 Mt Vernon/Monett 18 Finished Water 35.0 Finished Water EST/Lamar, Springfield WTP/Nixa 35.0 Total Pipeline Length 15 195 Finished Water EST/Lamar, Springfield WTP/Nixa

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 10 Table 14 Alternative 3 and 3A Pump Station Sizing Information Pump Station Quantity of Pumps 1 Alternative 3 HP of Each Pump Total Pump Station HP Quantity of Pumps 1 Alternative 3A HP of Each Pump Total Pump Station HP Pomme de Terre Raw Water PS 4 400 1,00 Stockton Lake Raw Water PS 1,000,000 4 1,000 4,000 Walnut Grove Raw Water PS 7 700 4,900 920 5,500 Springfield Finished Water PS West 5 00 3,000 5 00 3,000 Springfield Finished Water PS South 5 750 3,750 5 750 3,750 Mt Vernon Finished Water PS West 5 400 2,000 5 400 2,000 Mt Vernon Finished Water PS South 3 200 00 3 200 00 1. The total quantity of pumps at each pump station includes one stand-by pump. Table 15 Alternative 3 and 3A Raw and Finished Water Storage Tank Location Water Type Alternative 3 Storage Location Total Volume Stored (MG) Water Type Alternative 3A Storage Location Total Volume Stored (MG) Pomme de Terre Raw Water PS Raw Lake Stockton Lake Raw Water PS Raw Lake Raw Lake Walnut Grove Raw Water PS Raw Ground Tank 4.0 Raw Ground Tank 4.0 Springfield Finished Water PS Finished Ground Tank 3.0 Finished Ground Tank 3.0 Mt Vernon Finished Water PS Finished Ground Tank 3.0 Finished Ground Tank 3.0 EST Near Carthage Raw Elevated Tank 3.0 Raw Elevated Tank 3.0 Table 1 Alternative 3 and 3A Location and WTP Assumptions Water Treatment Plant Max Day Capacity (mgd) Alternative 3 and 3A Finished Water Tank Size (MG) Water Facility Expansion Type Springfield WTP 80 12.0 Large Expansion Sustainability Considerations Sustainability considerations affect different aspects of the alternatives. For the major improvements including the plant upgrades and pump stations, sustainable building materials and green architecture can be used to improve the sustainability of the overall improvements. Green architecture serves to reduce energy costs at the structures; for instance, providing the maximum access to natural lighting will reduce the need for indoor lighting, thus reducing the energy demand.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 11 At the pump stations, variable frequency drives (VFDs) can be used to reduce the power of each pump when demand is low. VFDs can be used to optimize the pumping system and operate at the most efficient condition to minimize the amount of power to meet the design point. Recording and analyzing data across the entire system can also be used to optimize the entire system and reduce overall energy consumption. The elevations and finished water pressure requirements to maintain minimum required pressures in the pipelines generate additional backpressure at the ground storage tank locations. This pressure can be converted to electricity by powering a small turbine at these sites as opposed to installing a back-pressure valve and losing the energy. The turbine uses the excess pressure to generate electricity for the BPS that could be sold back to the electricity grid. The BPSs in this system may be good candidates for consideration of energy recovery turbines. Cost Estimates and Assumptions A planning level project cost was developed for each of the six alternatives described previously. Because this is a high-level planning cost, the following assumptions were made in its development and consistently applied to all alternatives. General Assumptions: This planning level cost is in 2017 dollars and is not intended for use to secure project funding. This planning level cost does not include escalation to the mid-point of construction. A 30-percent construction contingency is included for design development. All planning level costs include 15-percent Engineering, Legal, and Administration fees and services. Pipeline Assumptions: The project includes between 10 and 200 miles of pipeline across seven counties in southwest Missouri. This area is mostly undeveloped and is in a rocky part of the state. It is assumed that 30-percent of the overall pipeline length linearly will require rock excavation. Areas disturbed by the excavation and pipeline installation will be restored by hydroseeding. Type 5 Backfill and aggregate per AWWA Standard C105. No cathodic protection is included for the plastic pipelines. It is assumed that the metal pipes are coated, wrapped in polyethylene and installed with tracer wire and tape for the entire length of the pipeline. Cathodic protection is included for the steel and ductile iron pipe. A minimum bury depth of 42-inches shall be followed for the installation. Isolation valves and air release valves are installed every half mile and flushing hydrants every mile. During detailed design, best locations and sizing for these valves should be performed in conjunction with surge analysis of the system. To develop the estimated right-of-way acquisition costs, a sample of 50 properties currently listed for sale were compared. The property data was acquired from the seven counties the pipeline is in and ranged in land and size from 1 to 1,000 acres. A summary of the right-of-

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 12 way cost analysis is included in Table 17 below and the overall cost table is included in Appendix B. Table 17 Right-of-way Cost Assumptions ROW Parameter Value 1 100 Acre Properties (25 Properties) $10,000/acre 101 250 Acre Properties (10 Properties) $5,000/acre 251 500 Acre Properties ( Properties) $3,000/acre >500 Acre Properties ( Properties) $4,500/acre Average Cost/Acre Average Cost/Acre (Parcels >100 Acres) Average Cost/Acre (Parcels >200 Acres) Average Cost/Acre (Parcels >300 Acres) Permanent ROW Acres/Mile Temporary ROW Acres/Mile Estimated ROW Cost per Mile $7,400/acre $4,500/acre $3,00/acre $3,700/acre 12 acres/mi acres/mi $100,000/mi BPS Assumptions: CMU brick pump building, site work with an access road, and security fencing with limited security systems. Pump station costs include all duty pumps and one stand-by pump. The voltage and electrical service is assumed to be 480V for pumps less than 350 HP and 410V for pumps larger than 350 HP. No cost for a new electrical service is included. The SCADA for the system is included as a percentage of the total project cost and WTP SCADA is included in the estimated dollars per gallon of capacity. Storage Tank Assumptions: Elevated storage tanks are assumed to be steel hydropillar, single-column style tanks. An example of an EST designed by Caldwell Tanks is illustrated in Photo 3 below. All ground storage tanks are assumed to be Type II pre-stressed concrete tanks on shallow foundations, no deep foundations are included. An example of a type 2 per DN Tanks is illustrated in Photo 4.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 13 Photo 3 Caldwell EST Photo 4 DN Tank GST WTP Assumptions: To generate a planning level cost for new water treatment plants, 7 dollars per gallon construction cost was assumed for plants with less than 10 mgd of treated capacity and dollars per gallon was assumed for plants with capacities greater than 10 mgd. WTP cost allowances include General Conditions, OH&P, Insurance, Bonding, and Contingency. The cost per capacity information for the WTPs was derived based on recent construction bids and engineering estimates for new Greenfield facilities located in the Midwest, assuming standard equipment selection and does not include advanced treatment process. The design and selection of the treatment process is not included in the overall scope of this project. The overall cost includes a contingency for engineering design fees, and legal and administration fees. The estimated planning level cost summaries for Alternatives 1, 2, and 3 are presented in Table 18 and Alternatives 1A, 2A, and 3A are presented in Table 19. Detailed cost summaries for all six Alternatives are included in Appendix B. Table 18 - Alternatives 1, 2, and 3 Stockton Lake Planning Level Cost Summary Description Alternative 1 Alternative 2 Alternative 3 Pipelines $544 M $491 M $501 M Pump Stations $49 M $45 M $52 M Storage Tanks $12 M $9.8 M $11 M General Conditions, OH&P, Insurance, Bonding (25%) $152 M $137 M $141 M Pipe, BPS and Storage Construction Total $70 M $80 M $710 M ROW Acquisition $17M $17 M $17 M Engineering, Legal, Administration (15%) $114 M $102 M $10 M Contingency (30%) $227 M $205 M $212 M Pipeline Opinion of Probable Cost Sub Total $1,100 M $1,000 M $1,000 M Water Treatment Plant Cost Allowances 1 $472 M $481 M $480 M Engineering, Legal, Administration (15%) $71 M $72 M $72 M Contingency (30%) $142 M $144 M $144 M WTP Opinion of Probable Cost Sub Total $90 M $700 M $700 M Total Opinion of Probable Cost $1,800 M $1,700 M $1,700 M Notes: 1. Water Treatment Plant cost allowances include General Conditions, OH&P, Insurance, Bonding, and Contingency. 2. Full detailed cost breakdowns are included in Appendix B. 3. Total and Subtotal costs rounded to two significant figures.

Southwest Missouri Water Delivery Systems, Hydraulic Analysis of Alternatives June 28, 2017 Page 14 Table 19 Alternatives 1A, 2A, and 3A Stockton and Pomme de Terre Lakes Planning Level Cost Summary Description Alternative 1A Alternative 2A Alternative 3A Pipelines $11 M $547 M $57 M Pump Stations $49 M $49 M $53 M Storage Tanks $11 M $9.8 M $11 M General Conditions, OH&P, Insurance, Bonding (25%) $18 M $152 M $158 M Pipe, BPS and Storage Construction Total $840 M $758 M $790 M ROW Acquisition $20 M $20 M $20 M Engineering, Legal, Administration (15%) $12 M $114 M $118 M Contingency (30%) $252 M $227 M $23 M Pipeline Opinion of Probable Cost Sub Total $1,200 M $1,100 M $1,200 M Water Treatment Plant Cost Allowances 1 $494 M $480 M $480 M Engineering, Legal, Administration (15%) $74 M $72 M $72 M Contingency (30%) $148 M $144 M $144 M WTP Opinion of Probable Cost Sub Total $720 M $700 M $700 M Total Opinion of Probable Cost $2,000 M $1,800 M $1,900 M Notes: 1. Water Treatment Plant cost allowances include General Conditions, OH&P, Insurance, Bonding, and Contingency. 2. Full detailed cost breakdowns are included in Appendix B. 3. Total and Subtotal costs rounded to two significant figures. Alternative 1 and 1A are the most expensive options due to the larger pipe diameters and use of smaller water treatment plants. The smaller water treatment plants have a higher cost estimate than the larger WTPs. Alternative 2 and Alternative 3 have a $30M difference in overall construction costs. Alternative 2 has the lowest cost of the three alternatives evaluated due to the smaller pipe sizes exiting the Stockton Lake BPS. The major cost factor between all three alternatives is the pipeline costs. The addition of 8.5 MGD connection at Pomme de Terre Lake adds $130M to the cost of the project which is 7.5-percent of the total cost. The water treatment plant costs would be included in an overall system, but would likely be carried by the individual utilities and not by the Tri-State Water Commission. The water treatment plant costs also address the needed expansion to produce enough water to meet 200 population requirements, which will be an expense that will need to be covered whether or not the Stockton Lake and/or Pomme de Terre transmission systems are constructed.

Appendix A Pipe Velocity, Flow Rate, Headloss, Node Pressure and Elevation

Stockton Primary Alternative 1 - Pipes Stockton Primary Alternative 1 - Nodes Model Model Diameter Flow Headloss Model Pressure Elevation Length (ft) Velocity (ft/s) Model Label ID Label (in) (gpm) (ft) ID (psi) (ft) 93 P-22 43 72 4.32 54,840 0.03 718 815 108 5,959.00 807 P-183 5,278 72 4.32 54,840 3. 71 2074 75.9 5,899.00 808 P-184 5,282 72 4.32 54,840 3.1 497 828 101.4 5,473.00 809 P-185 5,280 72 4.32 54,840 3.1 743 2405 39. 5,372.00 810 P-18 5,280 72 4.32 54,840 3.1 72 2040 80.2 5,351.00 811 P-187 5,281 72 4.32 54,840 3.1 745 2411 37. 5,33.00 812 P-188 5,280 72 4.32 54,840 3.1 731 210 71.1 5,315.00 813 P-189 5,280 72 4.32 54,840 3.1 424 2417 32.5 5,310.00 814 P-190 5,282 72 4.32 54,840 3.1 744 2409 38. 5,305.00 815 P-191 5,959 72 4.32 54,840 4.07 783 241 33.5 5,294.00 817 P-193 5,252 72 4.32 54,840 3.59 214 838 98 5,288.00 818 P-194 5,280 72 4.32 54,840 3.1 495 834 98.8 5,284.00 819 P-195 5,280 72 4.32 54,840 3.1 512 821 105. 5,283.00 820 P-19 5,281 72 4.32 54,840 3.1 742 2414 3.3 5,282.00 821 P-197 5,283 72 4.32 54,840 3.1 435 831 100.9 5,282.00 822 P-198 5,280 72 4.32 54,840 3.1 503 814 108.7 5,282.00 823 P-199 5,277 72 4.32 54,840 3. 724 808 113.3 5,282.00 827 P-202 5,280 72 4.32 54,840 3.1 94 2380 45.7 5,281.00 828 P-203 5,473 72 4.32 54,840 3.74 790 845 95.1 5,281.00 831 P-20 5,282 72 4.32 54,840 3.1 723 820 105.9 5,281.00 832 P-207 2,712 72 4.32 54,840 1.85 507 811 110.4 5,281.00 833 P-208 5,280 72 4.32 54,840 3.1 425 2455 5 5,280.00 834 P-209 5,284 72 4.32 54,840 3.1 551 2454 14 5,280.00 835 P-210 5,280 72 4.32 54,840 3.1 550 2453 15.1 5,280.00 837 P-212 5,280 72 4.32 54,840 3.1 98 2452 15.2 5,280.00 838 P-213 5,288 72 4.32 54,840 3.1 549 2445 1.1 5,280.00 839 P-214 978 72 4.32 54,840 0.7 547 2444 18.1 5,280.00 2038 P-1411 5,278 72 4.32 54,840 3. 521 2443 19 5,280.00 2039 P-1412 3,887 72 4.32 54,840 2.5 548 2442 21.4 5,280.00 2554 P-1927 5,280 72 4.32 54,840 3.1 781 2441 22.5 5,280.00 2555 P-1928 5,280 72 4.32 54,840 3.1 42 2439 25.1 5,280.00 253 P-193 29 72 4.32 54,840 0.02 428 2437 2.3 5,280.00 21 P-197 4,82 72 4.32 54,840 3.32 281 243 28.2 5,280.00 220 P-199 4,30 72 4.32 54,840 2.98 429 2435 29 5,280.00 282 P-1998 2,881 72 4.32 54,840 1.97 423 2422 29.7 5,280.00 287 P-2002 1,59 72 4.32 54,840 1.13 782 2419 30.2 5,280.00 288 P-2003 53 72 4.32 54,840 0.04 2750 2418 31.9 5,280.00 291 P-2005 5,503 72 4.32 54,840 3.7 54 2413 3.4 5,280.00 29 P-2008 238 72 4.32 54,840 0.1 537 2412 3.9 5,280.00 82 P-235 5,280 0 3.05 2,875 2.34 130 2407 38. 5,280.00 209 P-1442 5,280 0 3.05 2,875 2.34 134 240 38.9 5,280.00 2120 P-1493 5,280 0 3.05 2,875 2.34 251 2404 40 5,280.00 2121 P-1494 92 0 3.05 2,875 0.41 710 2401 40.3 5,280.00 212 P-1535 5,280 0 3.05 2,875 2.34 443 2400 40.7 5,280.00 2174 P-1547 5,280 0 3.05 2,875 2.34 523 2387 43 5,280.00 2232 P-105 5,280 0 3.05 2,875 2.34 729 238 43.1 5,280.00 2233 P-10 5,280 0 3.05 2,875 2.34 444 2385 43.8 5,280.00 2330 P-1703 5,280 0 3.05 2,875 2.34 538 2382 44.5 5,280.00 2378 P-1751 5,280 0 3.05 2,875 2.34 74 2381 45.2 5,280.00 2379 P-1752 5,280 0 3.05 2,875 2.34 520 2379 45.9 5,280.00 2380 P-1753 5,281 0 3.05 2,875 2.34 442 2378 4.2 5,280.00 2381 P-1754 5,280 0 3.05 2,875 2.34 53 237 4.5 5,280.00 2435 P-1808 5,280 0 3.05 2,875 2.34 575 2352 4.8 5,280.00 243 P-1809 5,280 0 3.05 2,875 2.34 2704 2348 47.5 5,280.00 2437 P-1810 5,280 0 3.05 2,875 2.34 573 2345 49. 5,280.00 2441 P-1814 5,280 0 3.05 2,875 2.34 448 2343 49.7 5,280.00 2442 P-1815 5,280 0 3.05 2,875 2.34 709 2342 50.2 5,280.00 2443 P-181 5,280 0 3.05 2,875 2.34 741 2330 50.3 5,280.00 2452 P-1825 5,280 0 3.05 2,875 2.34 778 2329 50.4 5,280.00 2453 P-182 5,280 0 3.05 2,875 2.34 788 2328 50. 5,280.00 2454 P-1827 5,280 0 3.05 2,875 2.34 10 2325 51.3 5,280.00 2455 P-1828 5,280 0 3.05 2,875 2.34 295 2321 51.5 5,280.00 2478 P-1851 5,280 0 3.05 2,875 2.34 225 2317 51. 5,280.00 2479 P-1852 5,280 0 3.05 2,875 2.34 571 231 52.5 5,280.00 2481 P-1854 5,280 0 3.05 2,875 2.34 32 2312 53 5,280.00 2497 P-1870 5,280 0 3.05 2,875 2.34 72 2309 54.1 5,280.00 2508 P-1881 5,280 0 3.05 2,875 2.34 59 2290 55.3 5,280.00 2509 P-1882 5,280 0 3.05 2,875 2.34 41 2275 55. 5,280.00 255 P-1929 5,280 0 3.05 2,875 2.34 454 227 55. 5,280.00 25 P-1939 5,280 0 3.05 2,875 2.34 519 2277 55. 5,280.00 257 P-1940,8 0 3.05 2,875 2.95 711 2274 5.3 5,280.00 2705 P-2014 54 0 3.05 2,875 0.02 539 2272 5.5 5,280.00 2032 P-1405 5,280 54 2.51 17,944 1.85 574 227 5.8 5,280.00 2033 P-140 1,122 54 2.51 17,944 0.39 794 225 57 5,280.00 2325 P-198 5,280 54 3.05 21,792 2.5 522 22 57 5,280.00 2348 P-1721 5,280 54 3.05 21,792 2.5 449 224 57.2 5,280.00 2349 P-1722 2,089 54 3.05 21,792 1.05 572 2245 59.7 5,280.00 35 P-155 34 54 3.23 23,028 0.02 450 2241 0.3 5,280.00 215 P-1529 5,280 54 3.23 23,028 2.94 748 2235 0.5 5,280.00 2158 P-1531 5,280 54 3.23 23,028 2.94 2711 2233 0.8 5,280.00 2159 P-1532 5,280 54 3.23 23,028 2.94 13 2232 2 5,280.00 2231 P-104 5,280 54 3.23 23,028 2.94 713 2231 2.4 5,280.00 2235 P-108 5,280 54 3.23 23,028 2.94 712 2214 3.7 5,280.00 2241 P-114 5,280 54 3.23 23,028 2.94 457 2199 5 5,280.00

2245 P-118 5,280 54 3.23 23,028 2.94 453 2198 5.4 5,280.00 2309 P-182 5,280 54 3.23 23,028 2.94 40 2197 5.7 5,280.00 2312 P-185 5,280 54 3.23 23,028 2.94 747 219 5.8 5,280.00 231 P-189 5,280 54 3.23 23,028 2.94 0 2195.3 5,280.00 2317 P-190 5,280 54 3.23 23,028 2.94 427 2194.8 5,280.00 237 P-1749 5,280 54 3.23 23,028 2.94 142 2192 7.9 5,280.00 2382 P-1755 5,280 54 3.23 23,028 2.94 515 2187 8.1 5,280.00 2385 P-1758 5,280 54 3.23 23,028 2.94 4 218 8.2 5,280.00 238 P-1759 5,280 54 3.23 23,028 2.94 740 2185 8. 5,280.00 2387 P-170 5,280 54 3.23 23,028 2.94 585 2184 9.2 5,280.00 2439 P-1812 5,280 54 3.23 23,028 2.94 787 2180 9.5 5,280.00 2444 P-1817 5,280 54 3.23 23,028 2.94 7 2174 9.7 5,280.00 2445 P-1818 5,280 54 3.23 23,028 2.94 53 219 9.9 5,280.00 248 P-1841 5,282 54 3.23 23,028 2.94 440 218 70.2 5,280.00 249 P-1842 5,280 54 3.23 23,028 2.94 78 212 71 5,280.00 247 P-1849 5,280 54 3.23 23,028 2.94 51 2158 71.4 5,280.00 2477 P-1850 5,280 54 3.23 23,028 2.94 439 2159 71.4 5,280.00 243 P-1984 7 54 3.23 23,028 0.04 451 215 72.1 5,280.00 2895 P-2113 5,107 54 3.23 23,028 2.84 71 2129 72.3 5,280.00 2898 P-2115 729 54 3.23 23,028 0.41 311 2128 72. 5,280.00 2899 P-211 50 54 3.23 23,028 0.31 41 2120 73.2 5,280.00 2939 P-2134 50 54 3.7 2,875 0.04 739 2118 73.9 5,280.00 2940 P-2135 103 54 3.7 2,875 0.08 542 2094 75.1 5,280.00 343 P-142 40 54 3.92 27,95 0.03 459 2090 75. 5,280.00 842 P-217 5,280 54 3.92 27,95 4.21 545 209 7.4 5,280.00 843 P-218 5,280 54 3.92 27,95 4.21 43 2032 82 5,280.00 844 P-219 3,154 54 3.92 27,95 2.51 534 82 83.2 5,280.00 2702 P-2013 44 54 3.92 27,95 0.04 517 81 83.5 5,280.00 2118 P-1491 5,280 48 2. 15,028 2.3 70 859 84.3 5,280.00 2214 P-1587 5,280 48 2. -15,028 2.3 540 855 85.7 5,280.00 2215 P-1588 4,800 48 2. -15,028 2.15 717 853 87. 5,280.00 2752 P-2042 5,28 48 2. -15,028 2.37 720 852 88.1 5,280.00 2074 P-1447 5,899 48 3.18 17,944 3.7 581 851 88.5 5,280.00 210 P-1533 5,315 48 3.18 17,944 3.3 543 850 91.4 5,280.00 2184 P-1557 5,280 48 3.18 17,944 3.28 791 848 93.5 5,280.00 2185 P-1558 5,280 48 3.18 17,944 3.28 49 847 93. 5,280.00 224 P-119 5,280 48 3.18 17,944 3.28 499 843 95.3 5,280.00 2321 P-194 5,280 48 3.18 17,944 3.28 789 842 9. 5,280.00 2400 P-1773 5,280 48 3.18 17,944 3.28 500 835 98.7 5,280.00 2401 P-1774 5,280 48 3.18 17,944 3.28 580 837 98.7 5,280.00 218 P-1541 5,280 24 1.7 2,354 2.23 721 833 99.8 5,280.00 219 P-1542 5,280 24 1.7 2,354 2.23 722 827 102.9 5,280.00 2172 P-1545 5,279 24 1.7 2,354 2.23 55 822 104.7 5,280.00 219 P-159 5,280 24 1.7 2,354 2.23 49 819 10.1 5,280.00 2197 P-1570 5,280 24 1.7 2,354 2.23 555 818 10.2 5,280.00 225 P-138 5,280 24 1.7 2,354 2.23 498 813 109.1 5,280.00 22 P-139 5,280 24 1.7 2,354 2.23 558 812 110.3 5,280.00 227 P-140 5,280 24 1.7 2,354 2.23 510 810 111.8 5,280.00 2328 P-1701 5,280 24 1.7 2,354 2.23 494 809 112. 5,280.00 2329 P-1702 5,280 24 1.7 2,354 2.23 570 234 49.5 5,279.00 2352 P-1725 5,280 24 1.7 2,354 2.23 714 2172 9.8 5,279.00 2404 P-1777 5,280 24 1.7 2,354 2.23 513 849 91. 5,279.00 2405 P-1778 5,372 24 1.7 2,354 2.27 708 2038 81.7 5,278.00 2422 P-1795 5,280 24 1.7 2,354 2.23 559 825 104.5 5,278.00 244 P-1837 5,280 24 1.7 2,354 2.23 327 807 114.4 5,278.00 245 P-1838 2,311 24 1.7 2,354 0.98 40 2054 7.9 5,277.00 2713 P-2019 5,188 24 1.7 2,354 2.19 579 823 104. 5,277.00 2788 P-200 5,280 24 1.7 2,354 2.23 194 2338 50.3 5,27.00 2094 P-147 5,280 24 2.14 3,014 3.53 707 225 57 5,258.00 218 P-1559 5,280 24 2.14 3,014 3.53 725 817 107.7 5,252.00 2187 P-150 5,280 24 2.14 3,014 3.53 348 2347 47.5 5,242.00 2192 P-155 5,280 24 2.14 3,014 3.53 552 2415 34.7 5,238.00 2193 P-15 724 24 2.14 3,014 0.48 541 2215 3.1 4,800.00 2194 P-157 5,280 24 2.14 3,014 3.53 458 2039 81.1 3,887.00 2195 P-158 5,280 24 2.14 3,014 3.53 535 844 95.1 3,154.00 2774 P-2053 99 24 2.14 3,014 0.07 70 854 8.1 3,089.00 2775 P-2054 129 24 2.14 3,014 0.09 452 80 83.9 2,781.00 1 P-54 787 24 2.73 3,847 0.83 45 2105 74.8 2,740.00

135 P-34 1,303 18 1.5 1,23 0.8 493 832 100.5 2,712.00 19 P-71 888 18 1.5 1,23 0.4 584 2041 79.4 2,04.00 2054 P-1427 5,277 18 1.5 1,23 2.75 455 2291 54.4 2,49.00 2055 P-1428 70 18 1.5 1,23 0.35 441 2349 47.4 2,089.00 2105 P-1478 2,740 18 1.5-1,23 1.43 728 340 121.2 1,919.00 2128 P-1501 5,280 18 1.5 1,23 2.75 289 135 141.4 1,303.00 2129 P-1502 5,280 18 1.5 1,23 2.75 509 95 151.8 1,130.00 2180 P-1553 5,280 18 1.5 1,23 2.75 514 2033 82 1,122.00 2198 P-1571 5,280 18 1.5 1,23 2.75 37 51 147. 1,120.00 2199 P-1572 5,280 18 1.5 1,23 2.75 431 17 14.1 1,070.00 2272 P-145 5,280 18 1.5 1,23 2.75 533 839 97.2 978.00 2274 P-147 5,280 18 1.5 1,23 2.75 715 2121 72.8 92 2275 P-148 5,280 18 1.5 1,23 2.75 432 19 131.5 888.00 227 P-149 5,280 18 1.5 1,23 2.75 111 1 140.7 787.00 2277 P-150 5,280 18 1.5 1,23 2.75 58 2193 7.7 724.00 2290 P-13 5,280 18 1.5 1,23 2.75 730 2055 7. 70.00 2291 P-14 2,49 18 1.5 1,23 1.3 2897 33 124.2 142.00 2342 P-1715 5,280 18 1.5 1,23 2.75 508 347 118.1 94.00 2343 P-171 5,280 18 1.5 1,23 2.75 430 350 117.3 59.00 2345 P-1718 5,280 18 1.5 1,23 2.75 72 407 115.1 57.00 240 P-1779 5,280 18 1.5 1,23 2.75 544 273 129.3 5.00 2407 P-1780 5,280 18 1.5 1,23 2.75 354 271 129.4 54.00 2412 P-1785 5,280 18 1.5 1,23 2.75 583 355 115. 53.00 2413 P-178 5,280 18 1.5 1,23 2.75 50 89 141.9 51.00 2419 P-1792 5,280 18 1.5 1,23 2.75 337 93 141.7 43.00 2892 P-2112 9,112 18 1.5 1,23 4.75 2894 335 124.2 41.00 845 P-220 5,281 18 3.4 2,743 12.04 727 21 131.2 41.00 847 P-221 5,280 18 3.4 2,743 12.03 557 343 120.5 40.00 848 P-222 5,280 18 3.4 2,743 12.03 158 88 145.1 40.00 849 P-223 5,279 18 3.4 2,743 12.03 511 27 128.2 37.00 850 P-224 5,280 18 3.4 2,743 12.03 504 35 115.5 34.00 851 P-225 5,280 18 3.4 2,743 12.03 582 23 130.2 34.00 852 P-22 5,280 18 3.4 2,743 12.03 719 275 128.3 27.00 853 P-227 5,280 18 3.4 2,743 12.03 854 P-228 3,089 18 3.4 2,743 7.04 855 P-229 5,280 18 3.4 2,743 12.03 859 P-232 5,280 18 3.4 2,743 12.03 80 P-233 2,781 18 3.4 2,743.34 81 P-234 5,280 18 3.4 2,743 12.03 340 P-140 1,919 12 1.87 0 2.25

Stockton Primary Alternative 2 - Pipes Stockton Primary Alternative 2 - Nodes Model Model Diameter Flow Headloss Pressure Elevation Length (ft) Velocity (ft/s) ID Label ID Label (in) (gpm) (ft) (psi) (ft) 93 P-22 43 0 1.79 30,979 0 521 2443 19 1,410.00 253 P-193 29 0 1.79 30,979 0 523 2387 43 1,350.00 288 P-2003 53 0 1.79 30,979 0.01 520 2379 45.9 1,350.00 2902 P-2117 101 0 2.1 23,028 0.03 519 2277 55. 1,330.00 2928 P-2128 8 0 2.1 23,028 0.03 2711 2233 0.8 1,320.17 2981 P-213 5,280 0 2.1 23,028 1.7 41 2275 55. 1,320.00 2982 P-2137 5,280 0 2.1 23,028 1.7 522 22 57 1,320.00 2983 P-2138 5,280 0 2.1 23,028 1.7 493 832 100. 1,320.00 2984 P-2139 5,280 0 2.1 23,028 1.7 503 814 108.7 1,320.00 2985 P-2140 5,280 0 2.1 23,028 1.7 515 2187 8.1 1,310.00 298 P-2141 5,280 0 2.1 23,028 1.7 10 2325 51.4 1,300.00 2987 P-2142 5,280 0 2.1 23,028 1.7 72 2309 54.1 1,300.00 2988 P-2143 5,280 0 2.1 23,028 1.7 51 2158 71.4 1,300.00 2989 P-2144 5,280 0 2.1 23,028 1.7 742 2414 73.7 1,300.00 2990 P-2145 5,280 0 2.1 23,028 1.7 49 847 93. 1,300.00 2991 P-214 5,280 0 2.1 23,028 1.7 495 834 98.8 1,300.00 2992 P-2147 5,280 0 2.1 23,028 1.7 327 807 114.4 1,300.00 2993 P-2148 5,280 0 2.1 23,028 1.7 504 35 115.5 1,300.00 2994 P-2149 5,280 0 2.1 23,028 1.7 551 2454 37.9 1,290.00 2995 P-2150 5,280 0 2.1 23,028 1.7 550 2453 39.4 1,290.00 299 P-2151 5,280 0 2.1 23,028 1.7 549 2445 41 1,290.00 2997 P-2152 5,280 0 2.1 23,028 1.7 547 2444 44 1,290.00 2998 P-2153 5,280 0 2.1 23,028 1.7 745 2411 73.4 1,290.00 2999 P-2154 5,280 0 2.1 23,028 1.7 744 2409 74.9 1,290.00 3000 P-2155 5,280 0 2.1 23,028 1.7 743 2405 7.5 1,290.00 3001 P-215 5,280 0 2.1 23,028 1.7 548 2442 4.8 1,280.00 3002 P-2157 5,280 0 2.1 23,028 1.7 514 2033 82 1,280.00 3003 P-2158 5,280 0 2.1 23,028 1.7 494 809 112.7 1,280.00 3004 P-2159 5,280 0 2.1 23,028 1.7 537 2412 7.9 1,270.00 3005 P-210 5,279 0 2.1 23,028 1.7 71 2129 72.3 1,270.00 300 P-211 5,280 0 2.1 23,028 1.7 74 2381 80.5 1,270.00 3007 P-212 5,280 0 2.1 23,028 1.7 517 81 83.5 1,270.00 3008 P-213 5,280 0 2.1 23,028 1.7 741 2330 88.2 1,270.00 3009 P-214 5,280 0 2.1 23,028 1.7 497 828 101.4 1,270.00 3010 P-215 2,39 0 2.1 23,028 0.88 788 2328 42.2 1,20.00 343 P-142 40 0 3.17 27,95 0.02 513 849 91. 1,20.00 2702 P-2013 44 0 3.17 27,95 0.02 499 843 95.3 1,20.00 807 P-183 5,278 0 3.52 30,979 3.04 55 822 104.7 1,20.00 808 P-184 5,282 0 3.52 30,979 3.04 555 818 10.2 1,20.00 809 P-185 5,280 0 3.52 30,979 3.04 54 2413 2.8 1,250.00 810 P-18 5,280 0 3.52 30,979 3.04 538 2382 75 1,250.00 811 P-187 5,281 0 3.52 30,979 3.04 53 237 78.1 1,250.00 812 P-188 5,280 0 3.52 30,979 3.04 70 854 8.1 1,250.00 813 P-189 5,280 0 3.52 30,979 3.04 559 825 104.5 1,250.00 814 P-190 5,282 0 3.52 30,979 3.04 273 29 44.3 1,240.00 815 P-191 5,959 0 3.52 30,979 3.43 225 2317 44.4 1,240.00 817 P-193 5,252 0 3.52 30,979 3.03 552 2415 58 1,240.00 818 P-194 5,280 0 3.52 30,979 3.04 500 835 98.7 1,240.00 819 P-195 5,280 0 3.52 30,979 3.04 0 2195 105.7 1,240.00 820 P-19 5,281 0 3.52 30,979 3.04 498 813 109.1 1,240.00 821 P-197 5,283 0 3.52 30,979 3.04 558 812 110.3 1,240.00 822 P-198 5,280 0 3.52 30,979 3.04 158 88 145.1 1,240.00 823 P-199 5,277 0 3.52 30,979 3.04 794 225 49.7 1,230.00 827 P-202 5,280 0 3.52 30,979 3.04 4 218 59.2 1,230.00 828 P-203 5,473 0 3.52 30,979 3.15 748 2235 94.8 1,230.00 831 P-20 5,282 0 3.52 30,979 3.04 512 821 105. 1,230.00 832 P-207 2,712 0 3.52 30,979 1.5 740 2185 107 1,230.00 833 P-208 5,280 0 3.52 30,979 3.04 507 811 110.4 1,230.00 834 P-209 5,284 0 3.52 30,979 3.05 787 2180 0.9 1,220.00 835 P-210 5,280 0 3.52 30,979 3.04 78 212 2.2 1,220.00 837 P-212 5,280 0 3.52 30,979 3.04 539 2272 8.5 1,220.00 838 P-213 5,288 0 3.52 30,979 3.05 747 219 100. 1,220.00 839 P-214 978 0 3.52 30,979 0.5 510 810 111.8 1,220.00 2038 P-1411 5,278 0 3.52 30,979 3.04 739 2118 112.9 1,220.00 2039 P-1412 3,887 0 3.52 30,979 2.24 557 343 120.5 1,220.00 2554 P-1927 5,280 0 3.52 30,979 3.04 348 2347 70.7 1,210.00 2555 P-1928 5,280 0 3.52 30,979 3.04 2742 2701 70.7 1,210.00 21 P-197 4,82 0 3.52 30,979 2.8 142 2192 101.5 1,210.00 291 P-2005 5,503 0 3.52 30,979 3.17 508 347 118.1 1,210.00 2731 P-2030 3,014 0 3.52 30,979 1.74 354 271 129.4 1,210.00 2733 P-2031 1,85 0 3.52 30,979 1.07 43 2032 72.8 1,200.00 2734 P-2032 4,187 0 3.52 30,979 2.41 541 2215 92.1 1,200.00 2737 P-2033 281 0 3.52 30,979 0.1 72 2040 72.7 1,180.00 135 P-34 1,303 54 3.05-21,792 0.5 511 27 128.2 1,180.00 2105 P-1478 2,740 54 3.05 21,792 1.37 542 2094 103. 1,170.00 2128 P-1501 5,280 54 3.05-21,792 2.5 534 82 115.8 1,170.00 2129 P-1502 5,280 54 3.05-21,792 2.5 214 838 88.7 1,19.21 2180 P-1553 5,280 54 3.05-21,792 2.5 435 831 91.4 1,10.00 2198 P-1571 5,280 54 3.05-21,792 2.5 545 209 103.3 1,10.00 2199 P-1572 5,280 54 3.05-21,792 2.5 111 1 140.7 1,10.00 2274 P-147 5,280 54 3.05-21,792 2.5 337 93 141.7 1,10.00 2275 P-148 5,280 54 3.05-21,792 2.5 50 89 141.9 1,10.00 227 P-149 5,280 54 3.05-21,792 2.5 791 848 85.9 1,150.00 2277 P-150 5,280 54 3.05-21,792 2.5 790 845 87.2 1,150.00

2290 P-13 5,280 54 3.05-21,792 2.5 789 842 88.5 1,150.00 2291 P-14 2,49 54 3.05-21,792 1.25 540 855 115.3 1,150.00 2345 P-1718 5,280 54 3.05-21,792 2.5 425 2455 5.7 1,140.00 240 P-1779 5,280 54 3.05-21,792 2.5 430 350 10.7 1,140.00 2407 P-1780 5,280 54 3.05-21,792 2.5 535 844 127.2 1,140.00 842 P-217 5,280 54 3.92 27,95 4.21 533 839 130.3 1,140.00 843 P-218 5,280 54 3.92 27,95 4.21 543 850 119.3 1,130.00 844 P-219 3,154 54 3.92 27,95 2.51 509 95 151.8 1,130.00 2118 P-1491 5,280 48 2. 15,028 2.3 37 51 147. 1,120.00 2214 P-1587 5,280 48 2. -15,028 2.3 432 19 121.4 1,100.00 2215 P-1588 4,800 48 2. -15,028 2.15 42 2439 2 1,090.00 2752 P-2042 5,28 48 2. -15,028 2.37 423 2422 29.9 1,090.00 2074 P-1447 5,899 48 3.18 17,944 3.7 428 2437 27.7 1,080.00 210 P-1533 5,315 48 3.18 17,944 3.3 424 2417 32.9 1,080.00 2184 P-1557 5,280 48 3.18 17,944 3.28 289 135 131.5 1,073.35 2185 P-1558 5,280 48 3.18 17,944 3.28 2730 291 29.9 1,070.00 224 P-119 5,280 48 3.18 17,944 3.28 429 2435 30.7 1,070.00 2321 P-194 5,280 48 3.18 17,944 3.28 251 2404 39.9 1,070.00 2400 P-1773 5,280 48 3.18 17,944 3.28 431 17 135.7 1,070.00 2401 P-1774 5,280 48 3.18 17,944 3.28 98 2452 12. 1,050.00 2040 P-1413 5,351 48 3.8-21,792 4.77 293 2834 82.4 1,050.00 2041 P-1414 2,04 48 3.8-21,792 2.32 781 2441 19.9 1,040.00 2090 P-143 5,280 48 3.8-21,792 4.7 294 283 85.9 1,040.00 2272 P-145 5,280 48 3.8-21,792 4.7 291 2820 88.2 1,040.00 2343 P-171 5,280 48 3.8-21,792 4.7 544 273 15.7 1,040.00 2412 P-1785 5,280 48 3.8-21,792 4.7 2957 2775 95. 1,030.00 2413 P-178 5,280 48 3.8-21,792 4.7 2750 2418 29.3 1,020.78 2418 P-1791 5,280 48 3.8-21,792 4.7 782 2419 27. 1,020.00 2419 P-1792 5,280 48 3.8-21,792 4.7 447 249 4.3 1,020.00 2932 P-2130 5,2 48 3.8 21,792 4.9 295 2848 93.8 1,020.00 293 P-2132 4,795 48 3.8-21,792 4.27 292 2821 9.1 1,020.00 218 P-1541 5,280 24 1.7 2,354 2.23 2953 2743 102.9 1,020.00 219 P-1542 5,280 24 1.7 2,354 2.23 783 241 30.9 1,010.00 2172 P-1545 5,279 24 1.7 2,354 2.23 448 2343 52. 1,010.00 219 P-159 5,280 24 1.7 2,354 2.23 58 2193 7.3 1,010.00 2197 P-1570 5,280 24 1.7 2,354 2.23 585 2184 8.7 1,010.00 225 P-138 5,280 24 1.7 2,354 2.23 29 2849 97.4 1,010.00 22 P-139 5,280 24 1.7 2,354 2.23 2952 2740 108 1,010.00 227 P-140 5,280 24 1.7 2,354 2.23 32 2312 4.5 1,000.00 2328 P-1701 5,280 24 1.7 2,354 2.23 570 234 47 1,000.00 2329 P-1702 5,280 24 1.7 2,354 2.23 2970 2895 98.7 1,000.00 2352 P-1725 5,280 24 1.7 2,354 2.23 299 2892 99.4 1,000.00 2404 P-1777 5,280 24 1.7 2,354 2.23 297 2853 100.9 1,000.00 2405 P-1778 5,372 24 1.7 2,354 2.27 290 2808 10.3 1,000.00 2422 P-1795 5,280 24 1.7 2,354 2.23 2954 2752 110.8 1,000.00 244 P-1837 5,280 24 1.7 2,354 2.23 575 2352 44.2 990 245 P-1838 2,311 24 1.7 2,354 0.98 573 2345 47 990.00 2713 P-2019 5,188 24 1.7 2,354 2.19 571 231 49.9 990.00 2788 P-200 5,280 24 1.7 2,354 2.23 59 2290 52.7 990.00 82 P-235 5,280 24 2.14 3,014 3.53 121 241 57.2 990.00 209 P-1442 5,280 24 2.14 3,014 3.53 449 224 3.3 990.00 2094 P-147 5,280 24 2.14 3,014 3.53 427 2194 7.9 990 2120 P-1493 5,280 24 2.14 3,014 3.53 584 2041 78. 990.00 2121 P-1494 92 24 2.14 3,014 0.2 2973 2899 100.7 990 212 P-1535 5,280 24 2.14 3,014 3.53 2959 2807 111.4 990 2174 P-1547 5,280 24 2.14 3,014 3.53 295 2774 113. 990 218 P-1559 5,280 24 2.14 3,014 3.53 13 2232 55. 980.00 2187 P-150 5,280 24 2.14 3,014 3.53 450 2241 9.7 980.00 2192 P-155 5,280 24 2.14 3,014 3.53 454 227 83 980.00 2193 P-15 724 24 2.14 3,014 0.48 455 2291 84.2 980.00 2194 P-157 5,280 24 2.14 3,014 3.53 581 851 8.9 980.00 2195 P-158 5,280 24 2.14 3,014 3.53 443 2400 97.4 980.00 2232 P-105 5,280 24 2.14 3,014 3.53 134 240 99.1 980.00 2233 P-10 5,280 24 2.14 3,014 3.53 130 2407 99.3 980.00 2330 P-1703 5,280 24 2.14 3,014 3.53 2980 2932 99.7 980 2378 P-1751 5,280 24 2.14 3,014 3.53 574 227 54.3 970.00 2379 P-1752 5,280 24 2.14 3,014 3.53 572 2245 57.1 970.00 2380 P-1753 5,281 24 2.14 3,014 3.53 5 2477 4.9 970.00

2381 P-1754 5,280 24 2.14 3,014 3.53 441 2349 99.4 970.00 2435 P-1808 5,280 24 2.14 3,014 3.53 442 2378 100.5 970.00 243 P-1809 5,280 24 2.14 3,014 3.53 444 2385 102.8 970.00 2437 P-1810 5,280 24 2.14 3,014 3.53 2978 292 105. 970 2441 P-1814 5,280 24 2.14 3,014 3.53 2974 2902 108. 970 2442 P-1815 5,280 24 2.14 3,014 3.53 2972 2898 110.1 970 2443 P-181 5,280 24 2.14 3,014 3.53 2971 289 110.9 970 2452 P-1825 5,280 24 2.14 3,014 3.53 2958 2788 120.8 970 2453 P-182 5,280 24 2.14 3,014 3.53 53 219. 90 2454 P-1827 5,280 24 2.14 3,014 3.53 7 2174 7.1 90.00 2455 P-1828 5,280 24 2.14 3,014 3.53 453 2198 89. 90.00 2478 P-1851 5,280 24 2.14 3,014 3.53 580 837 9.9 90.00 2479 P-1852 5,280 24 2.14 3,014 3.53 94 2380 9.9 90.00 2481 P-1854 5,280 24 2.14 3,014 3.53 2979 2928 109.1 90 2497 P-1870 5,280 24 2.14 3,014 3.53 2977 2920 110. 90 2508 P-1881 5,280 24 2.14 3,014 3.53 297 291 111.4 90 2509 P-1882 5,280 24 2.14 3,014 3.53 2975 2915 112.2 90 255 P-1929 5,280 24 2.14 3,014 3.53 8 240 0 950.00 25 P-1939 5,280 24 2.14 3,014 3.53 451 215 84.7 950.00 257 P-1940,8 24 2.14 3,014 4.4 457 2199 99.4 950.00 2739 P-2034 54 24 2.14 3,014 0.04 579 823 102.5 950.00 2740 P-2035 83 24 2.14 3,014 0.0 194 2338 102.7 950 2743 P-203 4 24 2.14 3,014 0.04 778 2329 103.7 950.00 2774 P-2053 99 24 2.14 3,014 0.07 49 819 103.8 950.00 2775 P-2054 129 24 2.14 3,014 0.09 298 2854 121.8 950 1 P-54 787 24 2.73 3,847 0.83 2955 2754 131.7 950 2032 P-1405 5,280 24 2.73-3,847 5.54 2927 2737 134.7 950.00 2033 P-140 1,122 24 2.73-3,847 1.18 40 2197 107.2 940.00 845 P-220 5,281 18 3.4 2,743 12.04 45 2105 10.9 930.00 847 P-221 5,280 18 3.4 2,743 12.03 2931 2739 102.9 920.00 848 P-222 5,280 18 3.4 2,743 12.03 452 80 104.9 920.00 849 P-223 5,279 18 3.4 2,743 12.03 459 2090 114.7 920.00 850 P-224 5,280 18 3.4 2,743 12.03 41 2120 117 920.00 851 P-225 5,280 18 3.4 2,743 12.03 311 2128 117. 920.00 852 P-22 5,280 18 3.4 2,743 12.03 439 2159 118.7 920.00 853 P-227 5,280 18 3.4 2,743 12.03 440 218 119.9 920.00 854 P-228 3,089 18 3.4 2,743 7.04 583 355 114. 910 855 P-229 5,280 18 3.4 2,743 12.03 458 2039 117.9 910.00 859 P-232 5,280 18 3.4 2,743 12.03 582 23 128.8 880 80 P-233 2,781 18 3.4 2,743.34 81 P-234 5,280 18 3.4 2,743 12.03 340 P-140 1,919 12 1.87 0 2.25 19 P-71 888 12 3.51 1,23 3.33 2054 P-1427 5,277 12 3.51 1,23 19.81 2055 P-1428 70 12 3.51 1,23 2.51

Stockton Primary Alternative 3 - Pipes Stockton Primary Alternative 3 - Nodes Model Model Diameter Flow Headloss Model Pressure Elevation Length (ft) Velocity (ft/s) Model Label ID Label (in) (gpm) (ft) ID (psi) (ft) 839 P-214 978 72 3.17 54,840 0.32 521 2443 19 1,410.00 288 P-2003 53 72 3.17 54,840 0.02 523 2387 43 1,350.00 93 P-22 43 72 4.32 54,840 0.03 520 2379 45.9 1,350.00 807 P-183 5,278 72 4.32 54,840 3. 519 2277 55. 1,330.00 808 P-184 5,282 72 4.32 54,840 3.1 2711 2233 0.8 1,320.17 809 P-185 5,280 72 4.32 54,840 3.1 41 2275 55. 1,320.00 810 P-18 5,280 72 4.32 54,840 3.1 522 22 57 1,320.00 811 P-187 5,281 72 4.32 54,840 3.1 493 832 100.5 1,320.00 812 P-188 5,280 72 4.32 54,840 3.1 503 814 108.7 1,320.00 813 P-189 5,280 72 4.32 54,840 3.1 515 2187 8.1 1,310.00 814 P-190 5,282 72 4.32 54,840 3.1 10 2325 51.3 1,300.00 815 P-191 5,959 72 4.32 54,840 4.07 72 2309 54.1 1,300.00 817 P-193 5,252 72 4.32 54,840 3.59 51 2158 71.4 1,300.00 818 P-194 5,280 72 4.32 54,840 3.1 742 2414 8.4 1,300.00 819 P-195 5,280 72 4.32 54,840 3.1 49 847 93. 1,300.00 820 P-19 5,281 72 4.32 54,840 3.1 495 834 98.8 1,300.00 821 P-197 5,283 72 4.32 54,840 3.1 327 807 114.4 1,300.00 822 P-198 5,280 72 4.32 54,840 3.1 504 35 115.5 1,300.00 823 P-199 5,277 72 4.32 54,840 3. 551 2454 4.4 1,290.00 827 P-202 5,280 72 4.32 54,840 3.1 550 2453 48.1 1,290.00 828 P-203 5,473 72 4.32 54,840 3.74 549 2445 49.7 1,290.00 831 P-20 5,282 72 4.32 54,840 3.1 547 2444 53.1 1,290.00 832 P-207 2,712 72 4.32 54,840 1.85 745 2411 85.7 1,290.00 833 P-208 5,280 72 4.32 54,840 3.1 744 2409 87.4 1,290.00 834 P-209 5,284 72 4.32 54,840 3.1 743 2405 89.1 1,290.00 835 P-210 5,280 72 4.32 54,840 3.1 710 2401 35.3 1,280.00 837 P-212 5,280 72 4.32 54,840 3.1 548 2442 55.8 1,280.00 838 P-213 5,288 72 4.32 54,840 3.1 514 2033 82 1,280.00 2038 P-1411 5,278 72 4.32 54,840 3. 494 809 112. 1,280.00 2039 P-1412 3,887 72 4.32 54,840 2.5 71 2129 72.3 1,270.00 2554 P-1927 5,280 72 4.32 54,840 3.1 537 2412 78.7 1,270.00 2555 P-1928 5,280 72 4.32 54,840 3.1 517 81 83.5 1,270.00 253 P-193 29 72 4.32 54,840 0.02 74 2381 92.7 1,270.00 21 P-197 4,82 72 4.32 54,840 3.32 741 2330 101.1 1,270.00 220 P-199 4,30 72 4.32 54,840 2.98 497 828 101.4 1,270.00 282 P-1998 2,881 72 4.32 54,840 1.97 788 2328 37. 1,20.00 287 P-2002 1,59 72 4.32 54,840 1.13 709 2342 4.2 1,20.00 291 P-2005 5,503 72 4.32 54,840 3.7 513 849 91. 1,20.00 29 P-2008 238 72 4.32 54,840 0.1 499 843 95.3 1,20.00 347 P-144 94 54 3.7 2,875 0.07 55 822 104.7 1,20.00 82 P-235 5,280 54 3.7 2,875 3.91 555 818 10.2 1,20.00 209 P-1442 5,280 54 3.7 2,875 3.91 707 225 55.1 1,250.00 2120 P-1493 5,280 54 3.7 2,875 3.91 54 2413 72.1 1,250.00 2121 P-1494 92 54 3.7 2,875 0.9 538 2382 85.7 1,250.00 212 P-1535 5,280 54 3.7 2,875 3.91 70 854 8.1 1,250.00 2174 P-1547 5,280 54 3.7 2,875 3.91 53 237 89 1,250.00 2232 P-105 5,280 54 3.7 2,875 3.91 559 825 104.5 1,250.00 2233 P-10 5,280 54 3.7 2,875 3.91 225 2317 38.7 1,240.00 2330 P-1703 5,280 54 3.7 2,875 3.91 295 2321 38.7 1,240.00 2378 P-1751 5,280 54 3.7 2,875 3.91 711 2274 50.4 1,240.00 2379 P-1752 5,280 54 3.7 2,875 3.91 552 2415.3 1,240.00 2380 P-1753 5,281 54 3.7 2,875 3.91 500 835 98.7 1,240.00 2381 P-1754 5,280 54 3.7 2,875 3.91 498 813 109.1 1,240.00 2435 P-1808 5,280 54 3.7 2,875 3.91 558 812 110.3 1,240.00 243 P-1809 5,280 54 3.7 2,875 3.91 0 2195 119.2 1,240.00 2437 P-1810 5,280 54 3.7 2,875 3.91 158 88 145.1 1,240.00 2441 P-1814 5,280 54 3.7 2,875 3.91 794 225 44.2 1,230.00 2442 P-1815 5,280 54 3.7 2,875 3.91 4 218 55.3 1,230.00 2443 P-181 5,280 54 3.7 2,875 3.91 512 821 105. 1,230.00 2452 P-1825 5,280 54 3.7 2,875 3.91 748 2235 10. 1,230.00 2453 P-182 5,280 54 3.7 2,875 3.91 507 811 110.4 1,230.00 2454 P-1827 5,280 54 3.7 2,875 3.91 740 2185 120.1 1,230.00 2455 P-1828 5,280 54 3.7 2,875 3.91 713 2231 54.5 1,220.00 2478 P-1851 5,280 54 3.7 2,875 3.91 787 2180 5.5 1,220.00 2479 P-1852 5,280 54 3.7 2,875 3.91 712 2214 5.8 1,220.00 2481 P-1854 5,280 54 3.7 2,875 3.91 78 212 58 1,220.00 2497 P-1870 5,280 54 3.7 2,875 3.91 539 2272 9.9 1,220.00 2508 P-1881 5,280 54 3.7 2,875 3.91 510 810 111.8 1,220.00 2509 P-1882 5,280 54 3.7 2,875 3.91 747 219 112. 1,220.00 255 P-1929 5,280 54 3.7 2,875 3.91 557 343 120.5 1,220.00 25 P-1939 5,280 54 3.7 2,875 3.91 739 2118 12.1 1,220.00 257 P-1940,8 54 3.7 2,875 4.93 40 2054 7.9 1,210.00 2701 P-2012 41 54 3.7 2,875 0.03 348 2347 79 1,210.00 2705 P-2014 54 54 3.7 2,875 0.04 2704 2348 79 1,210.00 343 P-142 40 54 3.92 27,95 0.03 142 2192 113.1 1,210.00 842 P-217 5,280 54 3.92 27,95 4.21 508 347 118.1 1,210.00 843 P-218 5,280 54 3.92 27,95 4.21 354 271 129.4 1,210.00 844 P-219 3,154 54 3.92 27,95 2.51 714 2172 0.9 1,200.00 2702 P-2013 44 54 3.92 27,95 0.04 43 2032 9 1,200.00 2214 P-1587 5,280 48 2. -15,028 2.3 541 2215 102.2 1,200.00 2215 P-1588 4,800 48 2. -15,028 2.15 715 2121 3 1,190.00 2752 P-2042 5,28 48 2. -15,028 2.37 708 2038 78.8 1,190.00 2118 P-1491 5,280 48 2. 15,028 2.3 70 859 83.3 1,190.00 2032 P-1405 5,280 48 3.18 17,944 3.28 71 2074 5.1 1,180.00

2033 P-140 1,122 48 3.18 17,944 0.7 72 2040 7.4 1,180.00 2074 P-1447 5,899 48 3.18 17,944 3.7 511 27 128.2 1,180.00 210 P-1533 5,315 48 3.18 17,944 3.3 542 2094 113.5 1,170.00 2184 P-1557 5,280 48 3.18 17,944 3.28 534 82 127 1,170.00 2185 P-1558 5,280 48 3.18 17,944 3.28 214 838 85.4 1,19.21 224 P-119 5,280 48 3.18 17,944 3.28 435 831 87.9 1,10.00 2321 P-194 5,280 48 3.18 17,944 3.28 545 209 112.8 1,10.00 2400 P-1773 5,280 48 3.18 17,944 3.28 111 1 140.7 1,10.00 2401 P-1774 5,280 48 3.18 17,944 3.28 337 93 141.7 1,10.00 2325 P-198 5,280 48 3.8 21,792 4.7 50 89 141.9 1,10.00 2348 P-1721 5,280 48 3.8 21,792 4.7 717 853 75.8 1,150.00 2349 P-1722 2,089 48 3.8 21,792 1.8 791 848 80.5 1,150.00 35 P-155 34 48 4.08 23,028 0.03 790 845 82.1 1,150.00 215 P-1529 5,280 48 4.08 23,028 5.21 789 842 83. 1,150.00 2158 P-1531 5,280 48 4.08 23,028 5.21 540 855 125.5 1,150.00 2159 P-1532 5,280 48 4.08 23,028 5.21 281 243-2.1 1,140.00 2231 P-104 5,280 48 4.08 23,028 5.21 425 2455 5 1,140.00 2235 P-108 5,280 48 4.08 23,028 5.21 720 852 73.3 1,140.00 2241 P-114 5,280 48 4.08 23,028 5.21 430 350 104.4 1,140.00 2245 P-118 5,280 48 4.08 23,028 5.21 535 844 138.3 1,140.00 2309 P-182 5,280 48 4.08 23,028 5.21 533 839 141.7 1,140.00 2312 P-185 5,280 48 4.08 23,028 5.21 543 850 129.1 1,130.00 231 P-189 5,280 48 4.08 23,028 5.21 509 95 151.8 1,130.00 2317 P-190 5,280 48 4.08 23,028 5.21 37 51 147. 1,120.00 237 P-1749 5,280 48 4.08 23,028 5.21 721 833 84.1 1,110.00 2382 P-1755 5,280 48 4.08 23,028 5.21 722 827 8.1 1,100.00 2385 P-1758 5,280 48 4.08 23,028 5.21 718 815 95.2 1,100.00 238 P-1759 5,280 48 4.08 23,028 5.21 432 19 118. 1,100.00 2387 P-170 5,280 48 4.08 23,028 5.21 42 2439 25.1 1,090.00 2439 P-1812 5,280 48 4.08 23,028 5.21 423 2422 29.8 1,090.00 2444 P-1817 5,280 48 4.08 23,028 5.21 723 820 88.2 1,090.00 2445 P-1818 5,280 48 4.08 23,028 5.21 428 2437 2.3 1,080.00 248 P-1841 5,282 48 4.08 23,028 5.21 424 2417 32.5 1,080.00 249 P-1842 5,280 48 4.08 23,028 5.21 725 817 88 1,080.00 247 P-1849 5,280 48 4.08 23,028 5.21 289 135 128.5 1,073.35 2477 P-1850 5,280 48 4.08 23,028 5.21 429 2435 29 1,070.00 243 P-1984 7 48 4.08 23,028 0.07 251 2404 40 1,070.00 2895 P-2113 5,107 48 4.08 23,028 5.04 724 808 94. 1,070.00 2898 P-2115 729 48 4.08 23,028 0.72 431 17 133.1 1,070.00 2899 P-211 50 48 4.08 23,028 0.55 72 407 94.4 1,00.00 218 P-1541 5,280 24 1.7 2,354 2.23 98 2452 42.5 1,050.00 219 P-1542 5,280 24 1.7 2,354 2.23 719 275 114.5 1,050.00 2172 P-1545 5,279 24 1.7 2,354 2.23 781 2441 49.8 1,040.00 219 P-159 5,280 24 1.7 2,354 2.23 728 340 98. 1,040.00 2197 P-1570 5,280 24 1.7 2,354 2.23 544 273 1.4 1,040.00 225 P-138 5,280 24 1.7 2,354 2.23 2894 335 100. 1,030.33 22 P-139 5,280 24 1.7 2,354 2.23 729 238 73.3 1,030.00 227 P-140 5,280 24 1.7 2,354 2.23 2897 33 100.4 1,030.00 2328 P-1701 5,280 24 1.7 2,354 2.23 2750 2418 59.2 1,020.78 2329 P-1702 5,280 24 1.7 2,354 2.23 782 2419 57.5 1,020.00 2352 P-1725 5,280 24 1.7 2,354 2.23 727 21 109.5 1,020.00 2404 P-1777 5,280 24 1.7 2,354 2.23 783 241 0.8 1,010.00 2405 P-1778 5,372 24 1.7 2,354 2.27 58 2193 7.7 1,010.00 2422 P-1795 5,280 24 1.7 2,354 2.23 585 2184 9.2 1,010.00 244 P-1837 5,280 24 1.7 2,354 2.23 448 2343 79.9 1,010.00 245 P-1838 2,311 24 1.7 2,354 0.98 570 234 7.8 1,000.00 2713 P-2019 5,188 24 1.7 2,354 2.19 32 2312 81.1 1,000.00 2788 P-200 5,280 24 1.7 2,354 2.23 427 2194.8 990.00 2094 P-147 5,280 24 2.14 3,014 3.53 575 2352 74.1 990.00 218 P-1559 5,280 24 2.14 3,014 3.53 573 2345 7.9 990.00 2187 P-150 5,280 24 2.14 3,014 3.53 584 2041 79.5 990.00 2192 P-155 5,280 24 2.14 3,014 3.53 571 231 79.8 990 2193 P-15 724 24 2.14 3,014 0.48 59 2290 82. 990.00 2194 P-157 5,280 24 2.14 3,014 3.53 449 224 87.4 990.00 2195 P-158 5,280 24 2.14 3,014 3.53 130 2407 8.8 980.00 2774 P-2053 99 24 2.14 3,014 0.07 134 240 9.1 980.00 2775 P-2054 129 24 2.14 3,014 0.09 443 2400 70.9 980.00 1 P-54 787 24 2.73 3,847 0.83 455 2291 84. 980.00

2105 P-1478 2,740 18 1.5-1,23 1.43 454 227 85.8 980.00 135 P-34 1,303 18 1.5 1,23 0.8 581 851 88.5 980.00 19 P-71 888 18 1.5 1,23 0.4 13 2232 90.1 980.00 2054 P-1427 5,277 18 1.5 1,23 2.75 450 2241 90.5 980.00 2055 P-1428 70 18 1.5 1,23 0.35 444 2385 74 970.00 2128 P-1501 5,280 18 1.5 1,23 2.75 442 2378 7.4 970 2129 P-1502 5,280 18 1.5 1,23 2.75 441 2349 77. 970.00 2180 P-1553 5,280 18 1.5 1,23 2.75 574 227 84.1 970.00 2198 P-1571 5,280 18 1.5 1,23 2.75 572 2245 87 970.00 2199 P-1572 5,280 18 1.5 1,23 2.75 94 2380 75.9 90.00 2272 P-145 5,280 18 1.5 1,23 2.75 453 2198 95. 90.00 2274 P-147 5,280 18 1.5 1,23 2.75 7 2174 97 90.00 2275 P-148 5,280 18 1.5 1,23 2.75 53 219 97.3 90.00 227 P-149 5,280 18 1.5 1,23 2.75 580 837 98.7 90.00 2277 P-150 5,280 18 1.5 1,23 2.75 731 210 99.5 90.00 2290 P-13 5,280 18 1.5 1,23 2.75 8 240 0 950.00 2291 P-14 2,49 18 1.5 1,23 1.3 194 2338 80.5 950.00 2342 P-1715 5,280 18 1.5 1,23 2.75 778 2329 80. 950.00 2343 P-171 5,280 18 1.5 1,23 2.75 457 2199 95.2 950.00 2345 P-1718 5,280 18 1.5 1,23 2.75 451 215 102.3 950.00 240 P-1779 5,280 18 1.5 1,23 2.75 579 823 104. 950.00 2407 P-1780 5,280 18 1.5 1,23 2.75 730 2055 105.9 950.00 2412 P-1785 5,280 18 1.5 1,23 2.75 49 819 10.1 950.00 2413 P-178 5,280 18 1.5 1,23 2.75 40 2197 95.9 940.00 2419 P-1792 5,280 18 1.5 1,23 2.75 45 2105 105 930.00 2892 P-2112 9,112 18 1.5 1,23 4.75 440 218 100.4 920.00 845 P-220 5,281 18 3.4 2,743 12.04 439 2159 101. 920.00 847 P-221 5,280 18 3.4 2,743 12.03 311 2128 102.8 920.00 848 P-222 5,280 18 3.4 2,743 12.03 41 2120 103.4 920.00 849 P-223 5,279 18 3.4 2,743 12.03 459 2090 105.8 920.00 850 P-224 5,280 18 3.4 2,743 12.03 452 80 114.1 920.00 851 P-225 5,280 18 3.4 2,743 12.03 458 2039 111.3 910 852 P-22 5,280 18 3.4 2,743 12.03 583 355 115. 910.00 853 P-227 5,280 18 3.4 2,743 12.03 582 23 130.2 880.00 854 P-228 3,089 18 3.4 2,743 7.04 855 P-229 5,280 18 3.4 2,743 12.03 859 P-232 5,280 18 3.4 2,743 12.03 80 P-233 2,781 18 3.4 2,743.34 81 P-234 5,280 18 3.4 2,743 12.03 340 P-140 1,919 12 1.87 0 2.25

Stockton Primary Alternative 1a - Pipes Stockton Primary Alternative 1a - Nodes Model Model Diameter Flow Headloss Model Pressure Elevation Length (ft) Velocity (ft/s) Model Label ID Label (in) (gpm) (ft) ID (psi) (ft) 2038 P-1411 5,278 72 3.8 54,840 2.44 521 2443 19 1,410.00 2039 P-1412 3,887 72 3.8 54,840 1.8 523 2387 43 1,350.00 29 P-2008 238 72 3.8 54,840 0.11 520 2379 45.9 1,350.00 807 P-183 5,278 72 3.54 44,951 2.49 519 2277 55. 1,330.00 808 P-184 5,282 72 3.54 44,951 2.5 2711 2233 0.8 1,320.17 809 P-185 5,280 72 3.54 44,951 2.49 41 2275 55. 1,320.00 810 P-18 5,280 72 3.54 44,951 2.49 522 22 57 1,320.00 811 P-187 5,281 72 3.54 44,951 2.5 493 832 100.5 1,320.00 812 P-188 5,280 72 3.54 44,951 2.49 503 814 108.7 1,320.00 813 P-189 5,280 72 3.54 44,951 2.49 515 2187 8.1 1,310.00 814 P-190 5,282 72 3.54 44,951 2.5 742 2414 3.3 1,300.00 815 P-191 5,959 72 3.54 44,951 2.82 10 2325 51.3 1,300.00 288 P-2003 53 72 3.54 44,951 0.02 72 2309 54.1 1,300.00 3027 P-2179 75 72 3.54 44,951 0.04 51 2158 71.4 1,300.00 818 P-194 5,280 72 4.32 54,840 3.1 49 847 93. 1,300.00 819 P-195 5,280 72 4.32 54,840 3.1 495 834 98.8 1,300.00 820 P-19 5,281 72 4.32 54,840 3.1 327 807 114.4 1,300.00 821 P-197 5,283 72 4.32 54,840 3.1 504 35 115.5 1,300.00 822 P-198 5,280 72 4.32 54,840 3.1 551 2454 13.4 1,290.00 823 P-199 5,277 72 4.32 54,840 3. 550 2453 15.1 1,290.00 825 P-200 5,278 72 4.32 54,840 3. 549 2445 1.1 1,290.00 827 P-202 5,280 72 4.32 54,840 3.1 547 2444 18.1 1,290.00 828 P-203 5,473 72 4.32 54,840 3.74 745 2411 37. 1,290.00 831 P-20 5,282 72 4.32 54,840 3.1 744 2409 38. 1,290.00 832 P-207 2,712 72 4.32 54,840 1.85 743 2405 39. 1,290.00 833 P-208 5,280 72 4.32 54,840 3.1 548 2442 21.4 1,280.00 834 P-209 5,284 72 4.32 54,840 3.1 710 2401 40.3 1,280.00 835 P-210 5,280 72 4.32 54,840 3.1 514 2033 82 1,280.00 837 P-212 5,280 72 4.32 54,840 3.1 494 809 112. 1,280.00 838 P-213 5,288 72 4.32 54,840 3.1 537 2412 3.9 1,270.00 839 P-214 978 72 4.32 54,840 0.7 74 2381 45.2 1,270.00 2554 P-1927 5,280 72 4.32 54,840 3.1 741 2330 50.3 1,270.00 2555 P-1928 5,280 72 4.32 54,840 3.1 71 2129 72.3 1,270.00 21 P-197 4,82 72 4.32 54,840 3.32 517 81 83.5 1,270.00 291 P-2005 5,503 72 4.32 54,840 3.7 497 828 101.4 1,270.00 2834 P-2082 19 72 4.32 54,840 0.13 788 2328 9.9 1,20.00 283 P-2084 4,340 72 4.32 54,840 2.9 709 2342 50.2 1,20.00 88 P-18 40 4.22 44,951 0.03 513 849 91. 1,20.00 89 P-19 51 4.22 44,951 0.04 499 843 95.3 1,20.00 82 P-235 5,280 0 3.05 2,875 2.34 55 822 104.7 1,20.00 2120 P-1493 5,280 0 3.05 2,875 2.34 555 818 10.2 1,20.00 212 P-1535 5,280 0 3.05 2,875 2.34 54 2413 3.4 1,250.00 2174 P-1547 5,280 0 3.05 2,875 2.34 538 2382 44.5 1,250.00 2232 P-105 5,280 0 3.05 2,875 2.34 53 237 4.5 1,250.00 2233 P-10 5,280 0 3.05 2,875 2.34 707 225 57 1,250.00 2330 P-1703 5,280 0 3.05 2,875 2.34 70 854 8.1 1,250.00 2378 P-1751 5,280 0 3.05 2,875 2.34 559 825 104.5 1,250.00 2379 P-1752 5,280 0 3.05 2,875 2.34 225 2317 11.7 1,240.00 2380 P-1753 5,281 0 3.05 2,875 2.34 552 2415 34 1,240.00 2381 P-1754 5,280 0 3.05 2,875 2.34 711 2274 5.3 1,240.00 2435 P-1808 5,280 0 3.05 2,875 2.34 0 2195.3 1,240.00 243 P-1809 5,280 0 3.05 2,875 2.34 500 835 98.7 1,240.00 2437 P-1810 5,280 0 3.05 2,875 2.34 498 813 109.1 1,240.00 2441 P-1814 5,280 0 3.05 2,875 2.34 558 812 110.3 1,240.00 2442 P-1815 5,280 0 3.05 2,875 2.34 158 88 145.1 1,240.00 2443 P-181 5,280 0 3.05 2,875 2.34 794 225 1.8 1,230.00 2452 P-1825 5,280 0 3.05 2,875 2.34 4 218 27.5 1,230.00 2453 P-182 5,280 0 3.05 2,875 2.34 748 2235 0.5 1,230.00 2454 P-1827 5,280 0 3.05 2,875 2.34 740 2185 8. 1,230.00 2455 P-1828 5,280 0 3.05 2,875 2.34 512 821 105. 1,230.00 2478 P-1851 5,280 0 3.05 2,875 2.34 507 811 110.4 1,230.00 2479 P-1852 5,280 0 3.05 2,875 2.34 787 2180 28.7 1,220.00 2481 P-1854 5,280 0 3.05 2,875 2.34 78 212 30.3 1,220.00 2497 P-1870 5,280 0 3.05 2,875 2.34 539 2272 5.5 1,220.00 2508 P-1881 5,280 0 3.05 2,875 2.34 713 2231 2.4 1,220.00 2509 P-1882 5,280 0 3.05 2,875 2.34 712 2214 3.7 1,220.00 255 P-1929 5,280 0 3.05 2,875 2.34 747 219 5.8 1,220.00 25 P-1939 5,280 0 3.05 2,875 2.34 739 2118 73.9 1,220.00 257 P-1940,8 0 3.05 2,875 2.95 510 810 111.8 1,220.00 2705 P-2014 54 0 3.05 2,875 0.02 557 343 120.5 1,220.00 2325 P-198 5,280 54 3.05 21,792 2.5 348 2347 4.7 1,210.00 2348 P-1721 5,280 54 3.05 21,792 2.5 2704 2348 4.7 1,210.00 2349 P-1722 2,089 54 3.05 21,792 1.05 142 2192 7.9 1,210.00 35 P-155 34 54 3.23 23,028 0.02 40 2054 7.9 1,210.00 215 P-1529 5,280 54 3.23 23,028 2.94 508 347 118.1 1,210.00 2158 P-1531 5,280 54 3.23 23,028 2.94 354 271 129.4 1,210.00 2159 P-1532 5,280 54 3.23 23,028 2.94 43 2032 41.3 1,200.00 2231 P-104 5,280 54 3.23 23,028 2.94 541 2215 3.1 1,200.00 2235 P-108 5,280 54 3.23 23,028 2.94 714 2172 9.8 1,200.00 2241 P-114 5,280 54 3.23 23,028 2.94 715 2121 72.8 1,190.00 2245 P-118 5,280 54 3.23 23,028 2.94 708 2038 81.7 1,190.00 2309 P-182 5,280 54 3.23 23,028 2.94 70 859 84.3 1,190.00 2312 P-185 5,280 54 3.23 23,028 2.94 72 2040 39.5 1,180.00 231 P-189 5,280 54 3.23 23,028 2.94 71 2074 75.9 1,180.00 2317 P-190 5,280 54 3.23 23,028 2.94 511 27 128.2 1,180.00 237 P-1749 5,280 54 3.23 23,028 2.94 542 2094 75.1 1,170.00 2382 P-1755 5,280 54 3.23 23,028 2.94 534 82 83.2 1,170.00 2385 P-1758 5,280 54 3.23 23,028 2.94 214 838 57. 1,19.21 238 P-1759 5,280 54 3.23 23,028 2.94 435 831 0.2 1,10.00

2387 P-170 5,280 54 3.23 23,028 2.94 545 209 7.4 1,10.00 2439 P-1812 5,280 54 3.23 23,028 2.94 111 1 141.5 1,10.00 2444 P-1817 5,280 54 3.23 23,028 2.94 337 93 141.7 1,10.00 2445 P-1818 5,280 54 3.23 23,028 2.94 50 89 141.9 1,10.00 248 P-1841 5,282 54 3.23 23,028 2.94 791 848 52.8 1,150.00 249 P-1842 5,280 54 3.23 23,028 2.94 790 845 54.3 1,150.00 247 P-1849 5,280 54 3.23 23,028 2.94 789 842 55.9 1,150.00 2477 P-1850 5,280 54 3.23 23,028 2.94 540 855 85.7 1,150.00 243 P-1984 7 54 3.23 23,028 0.04 717 853 87. 1,150.00 2895 P-2113 5,107 54 3.23 23,028 2.84 430 350 7. 1,140.00 2898 P-2115 729 54 3.23 23,028 0.41 425 2455 84.4 1,140.00 2899 P-211 50 54 3.23 23,028 0.31 720 852 88.1 1,140.00 209 P-1442 5,280 54 3.7 2,875 3.91 535 844 95.1 1,140.00 2121 P-1494 92 54 3.7 2,875 0.9 533 839 97.2 1,140.00 2939 P-2134 50 54 3.7 2,875 0.04 07 243 9.7 1,130.00 2940 P-2135 103 54 3.7 2,875 0.08 543 850 91.4 1,130.00 343 P-142 40 54 3.92 27,95 0.03 509 95 151.8 1,130.00 842 P-217 5,280 54 3.92 27,95 4.21 04 257 22 1,120.00 843 P-218 5,280 54 3.92 27,95 4.21 37 51 147. 1,120.00 844 P-219 3,154 54 3.92 27,95 2.51 309 2992 1.1 1,110.00 2702 P-2013 44 54 3.92 27,95 0.04 721 833 99.8 1,110.00 2214 P-1587 5,280 48 2. -15,028 2.3 3052 2984 20.7 1,100.00 2215 P-1588 4,800 48 2. -15,028 2.15 432 19 90.8 1,100.00 2752 P-2042 5,28 48 2. -15,028 2.37 722 827 102.9 1,100.00 2118 P-1491 5,280 48 2. 15,028 2.3 718 815 108 1,100.00 2032 P-1405 5,280 48 3.18 17,944 3.28 59 2508 57.9 1,090.00 2033 P-140 1,122 48 3.18 17,944 0.7 595 2499 59.8 1,090.00 2074 P-1447 5,899 48 3.18 17,944 3.7 42 2439 104.5 1,090.00 210 P-1533 5,315 48 3.18 17,944 3.3 723 820 105.9 1,090.00 2184 P-1557 5,280 48 3.18 17,944 3.28 423 2422 109.2 1,090.00 2185 P-1558 5,280 48 3.18 17,944 3.28 3037 2939 34.7 1,08.23 224 P-119 5,280 48 3.18 17,944 3.28 3054 2985 27.5 1,080.00 2321 P-194 5,280 48 3.18 17,944 3.28 03 25 41.2 1,080.00 2400 P-1773 5,280 48 3.18 17,944 3.28 594 2498.1 1,080.00 2401 P-1774 5,280 48 3.18 17,944 3.28 428 2437 105.7 1,080.00 273 P-119 5 3 3.12 9,889 0.05 725 817 107.7 1,080.00 225 P-129 5,258 3 3.12 9,889 4.4 424 2417 111.9 1,080.00 2338 P-1711 5,27 3 3.12 9,889 4.42 3043 2981 43.5 1,079.20 234 P-1719 5,279 3 3.12 9,889 4.42 304 2982 4 1,077.70 2347 P-1720 5,242 3 3.12 9,889 4.39 3049 2983 48.8 1,075.71 2409 P-1782 5,305 3 3.12 9,889 4.44 289 135 100.7 1,073.35 2411 P-1784 5,33 3 3.12 9,889 4.47 251 2404 1.1 1,070.00 2414 P-1787 5,282 3 3.12 9,889 4.42 2827 2713 1.1 1,070.00 2415 P-1788 5,238 3 3.12 9,889 4.39 3071 2993 1.5 1,070.00 241 P-1789 5,294 3 3.12 9,889 4.43 307 2991 20.3 1,070.00 2417 P-1790 5,310 3 3.12 9,889 4.45 431 17 105.3 1,070.00 240 P-1833 5,340 3 3.12 9,889 4.47 429 2435 108.5 1,070.00 241 P-1834 5,259 3 3.12 9,889 4.4 724 808 113.3 1,070.00 2498 P-1871,374 3 3.12 9,889 5.34 3025 293 20. 1,00.00 2499 P-1872 5,201 3 3.12 9,889 4.35 305 298 34.2 1,00.00 2807 P-208 59 3 3.12 9,889 0.05 0 220 41.9 1,00.00 2808 P-209 3 3.12 9,889 0.0 05 21 44.2 1,00.00 3038 P-2182 5,325 3 3.12 9,889 4.4 72 407 115.1 1,00.00 3039 P-2183 5,245 3 3.12 9,889 4.39 98 2452 14.5 1,050.00 3041 P-2184 5,254 3 3.12 9,889 4.4 719 275 128.3 1,050.00 3042 P-2185 5,297 3 3.12 9,889 4.44 781 2441 21.8 1,040.00 3045 P-2187 5,259 3 3.12 9,889 4.4 01 253 8.1 1,040.00 3048 P-2189 5,190 3 3.12 9,889 4.35 593 2497 85.3 1,040.00 3051 P-2191 5,337 3 3.12 9,889 4.47 728 340 121.2 1,040.00 3053 P-2192 5,325 3 3.12 9,889 4.4 544 273 129.3 1,040.00 3055 P-2193 5,278 3 3.12 9,889 4.42 2894 335 124.2 1,030.33 3057 P-2194 5,288 3 3.12 9,889 4.43 729 238 43.1 1,030.00 3059 P-2195 5,278 3 3.12 9,889 4.42 2750 2418 31.1 1,020.78 301 P-219 5,289 3 3.12 9,889 4.43 782 2419 29.4 1,020.00 303 P-2197 5,328 3 3.12 9,889 4.4 727 21 131.2 1,020.00 305 P-2198 5,273 3 3.12 9,889 4.41 783 241 32.7 1,010.00 308 P-2199 5,280 3 3.12 9,889 4.42 58 2193 43.3 1,010.00 3070 P-2200 5,283 3 3.12 9,889 4.42 585 2184 44.3 1,010.00 3072 P-2201 5,198 3 3.12 9,889 4.35 448 2343 49.7 1,010.00 3074 P-2202 5,204 3 3.12 9,889 4.3 3073 2994 79.2 1,010.00 3075 P-2203 5,278 3 3.12 9,889 4.42 597 2509 90. 1,010.00 307 P-2204 37 3 3.12 9,889 0.53 592 2481 100.2 1,010.00 218 P-1541 5,280 24 1.7 2,354 2.23 570 234 48.8 1,000.00 219 P-1542 5,280 24 1.7 2,354 2.23 304 2990 52.5 1,000.00 2172 P-1545 5,279 24 1.7 2,354 2.23 32 2312 53 1,000.00

219 P-159 5,280 24 1.7 2,354 2.23 575 2352 4 990.00 2197 P-1570 5,280 24 1.7 2,354 2.23 573 2345 48.9 990.00 225 P-138 5,280 24 1.7 2,354 2.23 571 231 51.7 990.00 22 P-139 5,280 24 1.7 2,354 2.23 584 2041 54.1 990.00 227 P-140 5,280 24 1.7 2,354 2.23 59 2290 54.5 990 2328 P-1701 5,280 24 1.7 2,354 2.23 449 224 57.2 990 2329 P-1702 5,280 24 1.7 2,354 2.23 300 2988 0.7 990 2352 P-1725 5,280 24 1.7 2,354 2.23 427 2194 14.2 990.00 2404 P-1777 5,280 24 1.7 2,354 2.23 130 2407 38. 980.00 2405 P-1778 5,372 24 1.7 2,354 2.27 134 240 38.9 980.00 2422 P-1795 5,280 24 1.7 2,354 2.23 443 2400 40.7 980.00 244 P-1837 5,280 24 1.7 2,354 2.23 455 2291 54.4 980.00 245 P-1838 2,311 24 1.7 2,354 0.98 454 227 55. 980.00 2713 P-2019 5,188 24 1.7 2,354 2.19 450 2241 0.3 980 2788 P-200 5,280 24 1.7 2,354 2.23 581 851 1. 980.00 2094 P-147 5,280 24 2.14 3,014 3.53 13 2232 2 980.00 218 P-1559 5,280 24 2.14 3,014 3.53 3058 2987.9 980 2187 P-150 5,280 24 2.14 3,014 3.53 444 2385 43.8 970.00 2192 P-155 5,280 24 2.14 3,014 3.53 442 2378 4.2 970 2193 P-15 724 24 2.14 3,014 0.48 441 2349 47.4 970.00 2194 P-157 5,280 24 2.14 3,014 3.53 574 227 5.1 970 2195 P-158 5,280 24 2.14 3,014 3.53 572 2245 58.9 970 2774 P-2053 99 24 2.14 3,014 0.07 94 2380 45.7 90.00 2775 P-2054 129 24 2.14 3,014 0.09 453 2198 5.4 90.00 1 P-54 787 24 2.73 3,847 0.83 7 2174 8.9 90.00 2105 P-1478 2,740 18 1.5-1,23 1.43 53 219 9.2 90.00 340 P-140 1,919 18 0.83 0 0.31 731 210 71.1 90.00 135 P-34 1,303 18 1.5 1,23 0.8 580 837 71.4 90.00 19 P-71 888 18 1.5 1,23 0.4 194 2338 50.3 950.00 2054 P-1427 5,277 18 1.5 1,23 2.75 778 2329 50.4 950.00 2055 P-1428 70 18 1.5 1,23 0.35 457 2199 5 950.00 2128 P-1501 5,280 18 1.5 1,23 2.75 451 215 72.1 950.00 2129 P-1502 5,280 18 1.5 1,23 2.75 730 2055 7. 950.00 2180 P-1553 5,280 18 1.5 1,23 2.75 579 823 7.8 950.00 2198 P-1571 5,280 18 1.5 1,23 2.75 49 819 77.9 950 2199 P-1572 5,280 18 1.5 1,23 2.75 00 255 108.9 950.00 2272 P-145 5,280 18 1.5 1,23 2.75 3040 2940 113 945.13 2274 P-147 5,280 18 1.5 1,23 2.75 40 2197 5.7 940.00 2275 P-148 5,280 18 1.5 1,23 2.75 599 2555 117.1 940.00 227 P-149 5,280 18 1.5 1,23 2.75 45 2105 74.8 930 2277 P-150 5,280 18 1.5 1,23 2.75 440 218 70.2 920.00 2290 P-13 5,280 18 1.5 1,23 2.75 439 2159 71.4 920.00 2291 P-14 2,49 18 1.5 1,23 1.3 311 2128 72. 920.00 2342 P-1715 5,280 18 1.5 1,23 2.75 41 2120 73.2 920 2343 P-171 5,280 18 1.5 1,23 2.75 459 2090 75. 920.00 2345 P-1718 5,280 18 1.5 1,23 2.75 452 80 83.9 920.00 240 P-1779 5,280 18 1.5 1,23 2.75 458 2039 81.1 910.00 2407 P-1780 5,280 18 1.5 1,23 2.75 583 355 89.8 910.00 2412 P-1785 5,280 18 1.5 1,23 2.75 302 2989 97.7 900 2413 P-178 5,280 18 1.5 1,23 2.75 598 2554 140. 890.00 2419 P-1792 5,280 18 1.5 1,23 2.75 582 23 103.8 880.00 2892 P-2112 9,112 18 1.5 1,23 4.75 590 2478 10.3 880 845 P-220 5,281 18 3.4 2,743 12.04 255 244 12.2 880 847 P-221 5,280 18 3.4 2,743 12.03 591 2479 12.7 870.00 848 P-222 5,280 18 3.4 2,743 12.03 2897 33 124.2 142.00 849 P-223 5,279 18 3.4 2,743 12.03 295 2321 504.4 101.11 850 P-224 5,280 18 3.4 2,743 12.03 851 P-225 5,280 18 3.4 2,743 12.03 852 P-22 5,280 18 3.4 2,743 12.03 853 P-227 5,280 18 3.4 2,743 12.03 854 P-228 3,089 18 3.4 2,743 7.04 855 P-229 5,280 18 3.4 2,743 12.03 859 P-232 5,280 18 3.4 2,743 12.03 80 P-233 2,781 18 3.4 2,743.34 81 P-234 5,280 18 3.4 2,743 12.03

Stockton Primary Alternative 2a - Pipes Stockton Primary Alternative 2a - Nodes Model Model Diameter Flow Headloss Pressure Elevation Length (ft) Velocity (ft/s) ID Label ID Label (in) (gpm) (ft) (psi) (ft) 3030 P-2181 54 1. 21,090 0.01 521 2443 19 1,410.00 273 P-119 5 0.93 9,889 0 523 2387 43 1,350.00 2848 P-2088 104 0.93 9,889 0 520 2379 45.9 1,350.00 2849 P-2089 115 0.93 9,889 0.01 519 2277 55. 1,330.00 288 P-2003 53 1.98 21,090 0.01 2711 2233 0.8 1,320.17 2820 P-2075 84 0 2.39 21,090 0.02 41 2275 55. 1,320.00 2821 P-207 78 0 2.39 21,090 0.02 522 22 57 1,320.00 2902 P-2117 101 0 2.1 23,028 0.03 493 832 100. 1,320.00 2928 P-2128 8 0 2.1 23,028 0.03 503 814 108.7 1,320.00 2981 P-213 5,280 0 2.1 23,028 1.7 515 2187 8.1 1,310.00 2982 P-2137 5,280 0 2.1 23,028 1.7 10 2325 51.4 1,300.00 2983 P-2138 5,280 0 2.1 23,028 1.7 72 2309 54.1 1,300.00 2984 P-2139 5,280 0 2.1 23,028 1.7 51 2158 71.4 1,300.00 2985 P-2140 5,280 0 2.1 23,028 1.7 742 2414 73.7 1,300.00 298 P-2141 5,280 0 2.1 23,028 1.7 49 847 93. 1,300.00 2987 P-2142 5,280 0 2.1 23,028 1.7 495 834 98.8 1,300.00 2988 P-2143 5,280 0 2.1 23,028 1.7 327 807 114.4 1,300.00 2989 P-2144 5,280 0 2.1 23,028 1.7 504 35 115.5 1,300.00 2990 P-2145 5,280 0 2.1 23,028 1.7 551 2454 37.9 1,290.00 2991 P-214 5,280 0 2.1 23,028 1.7 550 2453 39.4 1,290.00 2992 P-2147 5,280 0 2.1 23,028 1.7 549 2445 41 1,290.00 2993 P-2148 5,280 0 2.1 23,028 1.7 547 2444 44 1,290.00 2994 P-2149 5,280 0 2.1 23,028 1.7 745 2411 73.4 1,290.00 2995 P-2150 5,280 0 2.1 23,028 1.7 744 2409 74.9 1,290.00 299 P-2151 5,280 0 2.1 23,028 1.7 743 2405 7.5 1,290.00 2997 P-2152 5,280 0 2.1 23,028 1.7 548 2442 4.8 1,280.00 2998 P-2153 5,280 0 2.1 23,028 1.7 514 2033 82 1,280.00 2999 P-2154 5,280 0 2.1 23,028 1.7 494 809 112.7 1,280.00 3000 P-2155 5,280 0 2.1 23,028 1.7 537 2412 7.9 1,270.00 3001 P-215 5,280 0 2.1 23,028 1.7 71 2129 72.3 1,270.00 3002 P-2157 5,280 0 2.1 23,028 1.7 74 2381 80.5 1,270.00 3003 P-2158 5,280 0 2.1 23,028 1.7 517 81 83.5 1,270.00 3004 P-2159 5,280 0 2.1 23,028 1.7 741 2330 88.2 1,270.00 3005 P-210 5,279 0 2.1 23,028 1.7 497 828 101.4 1,270.00 300 P-211 5,280 0 2.1 23,028 1.7 788 2328-1.2 1,20.00 3007 P-212 5,280 0 2.1 23,028 1.7 513 849 91. 1,20.00 3008 P-213 5,280 0 2.1 23,028 1.7 499 843 95.3 1,20.00 3009 P-214 5,280 0 2.1 23,028 1.7 55 822 104.7 1,20.00 3010 P-215 2,39 0 2.1 23,028 0.88 555 818 10.2 1,20.00 343 P-142 40 0 3.17 27,95 0.02 54 2413 2.8 1,250.00 2702 P-2013 44 0 3.17 27,95 0.02 538 2382 75 1,250.00 818 P-194 5,280 0 3.52 30,979 3.04 53 237 78.1 1,250.00 819 P-195 5,280 0 3.52 30,979 3.04 70 854 8.1 1,250.00 820 P-19 5,281 0 3.52 30,979 3.04 559 825 104.5 1,250.00 821 P-197 5,283 0 3.52 30,979 3.04 225 2317 0.9 1,240.00 822 P-198 5,280 0 3.52 30,979 3.04 552 2415 58 1,240.00 823 P-199 5,277 0 3.52 30,979 3.04 500 835 98.7 1,240.00 825 P-200 5,278 0 3.52 30,979 3.04 0 2195 105.7 1,240.00 827 P-202 5,280 0 3.52 30,979 3.04 498 813 109.1 1,240.00 828 P-203 5,473 0 3.52 30,979 3.15 558 812 110.3 1,240.00 831 P-20 5,282 0 3.52 30,979 3.04 158 88 145.1 1,240.00 832 P-207 2,712 0 3.52 30,979 1.5 794 225.2 1,230.00 833 P-208 5,280 0 3.52 30,979 3.04 4 218 15.7 1,230.00 834 P-209 5,284 0 3.52 30,979 3.05 748 2235 94.8 1,230.00 835 P-210 5,280 0 3.52 30,979 3.04 512 821 105. 1,230.00 837 P-212 5,280 0 3.52 30,979 3.04 740 2185 107 1,230.00 838 P-213 5,288 0 3.52 30,979 3.05 507 811 110.4 1,230.00 839 P-214 978 0 3.52 30,979 0.5 787 2180 17.4 1,220.00 2038 P-1411 5,278 0 3.52 30,979 3.04 78 212 18.7 1,220.00 2039 P-1412 3,887 0 3.52 30,979 2.24 539 2272 8.5 1,220.00 2554 P-1927 5,280 0 3.52 30,979 3.04 747 219 100. 1,220.00 2555 P-1928 5,280 0 3.52 30,979 3.04 510 810 111.8 1,220.00 21 P-197 4,82 0 3.52 30,979 2.8 739 2118 112.9 1,220.00 291 P-2005 5,503 0 3.52 30,979 3.17 557 343 120.5 1,220.00 2737 P-2033 281 0 3.52 30,979 0.1 348 2347 70.7 1,210.00 2834 P-2082 19 0 3.52 30,979 0.11 142 2192 101.5 1,210.00 283 P-2084 4,340 0 3.52 30,979 2.5 508 347 118.1 1,210.00 135 P-34 1,303 54 3.05-21,792 0.5 354 271 129.4 1,210.00 2105 P-1478 2,740 54 3.05 21,792 1.37 43 2032 29.3 1,200.00 2128 P-1501 5,280 54 3.05-21,792 2.5 541 2215 92.1 1,200.00 2129 P-1502 5,280 54 3.05-21,792 2.5 72 2040 29.2 1,180.00 2180 P-1553 5,280 54 3.05-21,792 2.5 511 27 128.2 1,180.00 2198 P-1571 5,280 54 3.05-21,792 2.5 542 2094 103. 1,170.00 2199 P-1572 5,280 54 3.05-21,792 2.5 534 82 115.8 1,170.00 2274 P-147 5,280 54 3.05-21,792 2.5 214 838 45.2 1,19.21 2275 P-148 5,280 54 3.05-21,792 2.5 435 831 48 1,10.00 227 P-149 5,280 54 3.05-21,792 2.5 545 209 103.3 1,10.00 2277 P-150 5,280 54 3.05-21,792 2.5 111 1 140.7 1,10.00 2290 P-13 5,280 54 3.05-21,792 2.5 337 93 141.7 1,10.00 2291 P-14 2,49 54 3.05-21,792 1.25 50 89 141.9 1,10.00 2345 P-1718 5,280 54 3.05-21,792 2.5 791 848 42.4 1,150.00 240 P-1779 5,280 54 3.05-21,792 2.5 790 845 43.7 1,150.00 2407 P-1780 5,280 54 3.05-21,792 2.5 789 842 45 1,150.00 842 P-217 5,280 54 3.92 27,95 4.21 540 855 115.3 1,150.00 843 P-218 5,280 54 3.92 27,95 4.21 430 350 3.2 1,140.00 844 P-219 3,154 54 3.92 27,95 2.51 425 2455 9.8 1,140.00 2118 P-1491 5,280 48 2. 15,028 2.3 535 844 127.2 1,140.00 2214 P-1587 5,280 48 2. -15,028 2.3 533 839 130.3 1,140.00 2215 P-1588 4,800 48 2. -15,028 2.15 07 243 9.7 1,130.00

2752 P-2042 5,28 48 2. -15,028 2.37 543 850 119.3 1,130.00 2074 P-1447 5,899 48 3.18 17,944 3.7 509 95 151.8 1,130.00 210 P-1533 5,315 48 3.18 17,944 3.3 04 257 22.1 1,120.00 2184 P-1557 5,280 48 3.18 17,944 3.28 37 51 147. 1,120.00 2185 P-1558 5,280 48 3.18 17,944 3.28 309 2992 1.1 1,110.00 224 P-119 5,280 48 3.18 17,944 3.28 3052 2984 20.8 1,100.00 2321 P-194 5,280 48 3.18 17,944 3.28 432 19 77.9 1,100.00 2400 P-1773 5,280 48 3.18 17,944 3.28 59 2508 58 1,090.00 2401 P-1774 5,280 48 3.18 17,944 3.28 595 2499 59.9 1,090.00 807 P-183 5,278 48 3.74 21,090 4.43 42 2439 90.1 1,090.00 808 P-184 5,282 48 3.74 21,090 4.43 423 2422 94.1 1,090.00 809 P-185 5,280 48 3.74 21,090 4.43 3037 2939 34.8 1,08.23 810 P-18 5,280 48 3.74 21,090 4.43 3054 2985 27.5 1,080.00 811 P-187 5,281 48 3.74 21,090 4.43 03 25 41.3 1,080.00 812 P-188 5,280 48 3.74 21,090 4.43 594 2498.1 1,080.00 813 P-189 5,280 48 3.74 21,090 4.43 428 2437 91.8 1,080.00 814 P-190 5,282 48 3.74 21,090 4.43 424 2417 97.1 1,080.00 815 P-191 5,959 48 3.74 21,090 5 3043 2981 43. 1,079.20 2040 P-1413 5,351 48 3.8-21,792 4.77 304 2982 4.1 1,077.70 2041 P-1414 2,04 48 3.8-21,792 2.32 3049 2983 48.9 1,075.71 2090 P-143 5,280 48 3.8-21,792 4.7 289 135 88 1,073.35 2272 P-145 5,280 48 3.8-21,792 4.7 251 2404 5.9 1,070.00 2343 P-171 5,280 48 3.8-21,792 4.7 2823 2705 5.9 1,070.00 2412 P-1785 5,280 48 3.8-21,792 4.7 3071 2993 1. 1,070.00 2413 P-178 5,280 48 3.8-21,792 4.7 307 2991 20.4 1,070.00 2418 P-1791 5,280 48 3.8-21,792 4.7 431 17 92.2 1,070.00 2419 P-1792 5,280 48 3.8-21,792 4.7 429 2435 94.8 1,070.00 2932 P-2130 5,2 48 3.8 21,792 4.9 3025 293 20.7 1,00.00 293 P-2132 4,795 48 3.8-21,792 4.27 305 298 34.3 1,00.00 225 P-129 5,258 3 3.12 9,889 4.4 0 220 41.9 1,00.00 2338 P-1711 5,27 3 3.12 9,889 4.42 05 21 44.2 1,00.00 234 P-1719 5,279 3 3.12 9,889 4.42 98 2452-0.5 1,050.00 2347 P-1720 5,242 3 3.12 9,889 4.39 781 2441.8 1,040.00 2409 P-1782 5,305 3 3.12 9,889 4.44 01 253 8.1 1,040.00 2411 P-1784 5,33 3 3.12 9,889 4.47 593 2497 85.4 1,040.00 2414 P-1787 5,282 3 3.12 9,889 4.42 544 273 15.7 1,040.00 2415 P-1788 5,238 3 3.12 9,889 4.39 2750 2418 1.1 1,020.78 241 P-1789 5,294 3 3.12 9,889 4.43 782 2419 14.4 1,020.00 2417 P-1790 5,310 3 3.12 9,889 4.45 447 249 33.1 1,020.00 240 P-1833 5,340 3 3.12 9,889 4.47 783 241 17.7 1,010.00 241 P-1834 5,259 3 3.12 9,889 4.4 58 2193 34 1,010.00 2498 P-1871,374 3 3.12 9,889 5.34 585 2184 35.9 1,010.00 2499 P-1872 5,201 3 3.12 9,889 4.35 448 2343 39.4 1,010.00 3038 P-2182 5,325 3 3.12 9,889 4.4 3073 2994 79.2 1,010.00 3039 P-2183 5,245 3 3.12 9,889 4.39 597 2509 90.7 1,010.00 3041 P-2184 5,254 3 3.12 9,889 4.4 592 2481 100.3 1,010.00 3042 P-2185 5,297 3 3.12 9,889 4.44 32 2312 33.4 1,000.00 3045 P-2187 5,259 3 3.12 9,889 4.4 570 234 33.8 1,000.00 3048 P-2189 5,190 3 3.12 9,889 4.35 304 2990 52. 1,000.00 3051 P-2191 5,337 3 3.12 9,889 4.47 575 2352 31 990.00 3053 P-2192 5,325 3 3.12 9,889 4.4 573 2345 33.8 990.00 3055 P-2193 5,278 3 3.12 9,889 4.42 571 231 3.7 990.00 3057 P-2194 5,288 3 3.12 9,889 4.43 59 2290 39.5 990.00 3059 P-2195 5,278 3 3.12 9,889 4.42 121 241 44 990.00 301 P-219 5,289 3 3.12 9,889 4.43 584 2041 4.5 990.00 303 P-2197 5,328 3 3.12 9,889 4.4 449 224 50.1 990.00 305 P-2198 5,273 3 3.12 9,889 4.41 300 2988 0.7 990 308 P-2199 5,280 3 3.12 9,889 4.42 427 2194 132.1 990.00 3070 P-2200 5,283 3 3.12 9,889 4.42 13 2232 42.4 980.00 3072 P-2201 5,198 3 3.12 9,889 4.35 450 2241 5.5 980.00 3074 P-2202 5,204 3 3.12 9,889 4.3 581 851 5. 980.00 3075 P-2203 5,278 3 3.12 9,889 4.42 3058 2987 7 980 307 P-2204 37 3 3.12 9,889 0.53 454 227 83 980.00 218 P-1541 5,280 24 1.7 2,354 2.23 455 2291 84.2 980.00 219 P-1542 5,280 24 1.7 2,354 2.23 443 2400 97.4 980.00 2172 P-1545 5,279 24 1.7 2,354 2.23 134 240 99.1 980.00 219 P-159 5,280 24 1.7 2,354 2.23 130 2407 99.3 980.00 2197 P-1570 5,280 24 1.7 2,354 2.23 574 227 41.1 970.00 225 P-138 5,280 24 1.7 2,354 2.23 572 2245 43.9 970.00 22 P-139 5,280 24 1.7 2,354 2.23 5 2477 51.7 970.00 227 P-140 5,280 24 1.7 2,354 2.23 441 2349 99.4 970.00 2328 P-1701 5,280 24 1.7 2,354 2.23 442 2378 100.5 970 2329 P-1702 5,280 24 1.7 2,354 2.23 444 2385 102.8 970.00 2352 P-1725 5,280 24 1.7 2,354 2.23 53 219 53.4 90.00 2404 P-1777 5,280 24 1.7 2,354 2.23 7 2174 53.9 90.00

2405 P-1778 5,372 24 1.7 2,354 2.27 580 837 7.1 90.00 2422 P-1795 5,280 24 1.7 2,354 2.23 453 2198 89. 90.00 244 P-1837 5,280 24 1.7 2,354 2.23 94 2380 9.9 90.00 245 P-1838 2,311 24 1.7 2,354 0.98 8 240 0 950.00 2713 P-2019 5,188 24 1.7 2,354 2.19 451 215 71.5 950.00 2788 P-200 5,280 24 1.7 2,354 2.23 579 823 73.4 950.00 82 P-235 5,280 24 2.14 3,014 3.53 49 819 75.3 950.00 209 P-1442 5,280 24 2.14 3,014 3.53 457 2199 99.4 950 2094 P-147 5,280 24 2.14 3,014 3.53 194 2338 102.7 950.00 2120 P-1493 5,280 24 2.14 3,014 3.53 778 2329 103.7 950.00 2121 P-1494 92 24 2.14 3,014 0.2 00 255 109 950 212 P-1535 5,280 24 2.14 3,014 3.53 3040 2940 113 945.13 2174 P-1547 5,280 24 2.14 3,014 3.53 40 2197 107.2 940.00 218 P-1559 5,280 24 2.14 3,014 3.53 599 2555 117.1 940 2187 P-150 5,280 24 2.14 3,014 3.53 45 2105 10.9 930 2192 P-155 5,280 24 2.14 3,014 3.53 452 80 104.9 920.00 2193 P-15 724 24 2.14 3,014 0.48 459 2090 114.7 920.00 2194 P-157 5,280 24 2.14 3,014 3.53 41 2120 117 920.00 2195 P-158 5,280 24 2.14 3,014 3.53 311 2128 117. 920.00 2232 P-105 5,280 24 2.14 3,014 3.53 439 2159 118.7 920.00 2233 P-10 5,280 24 2.14 3,014 3.53 440 218 119.9 920.00 2330 P-1703 5,280 24 2.14 3,014 3.53 583 355 83 910.00 2378 P-1751 5,280 24 2.14 3,014 3.53 458 2039 117.9 910.00 2379 P-1752 5,280 24 2.14 3,014 3.53 302 2989 97.7 900 2380 P-1753 5,281 24 2.14 3,014 3.53 598 2554 140.7 890 2381 P-1754 5,280 24 2.14 3,014 3.53 28 245 0 880.00 2435 P-1808 5,280 24 2.14 3,014 3.53 582 23 97.9 880 243 P-1809 5,280 24 2.14 3,014 3.53 590 2478 10.3 880.00 2437 P-1810 5,280 24 2.14 3,014 3.53 255 244 12.2 880.00 2441 P-1814 5,280 24 2.14 3,014 3.53 591 2479 12.7 870.00 2442 P-1815 5,280 24 2.14 3,014 3.53 2443 P-181 5,280 24 2.14 3,014 3.53 2452 P-1825 5,280 24 2.14 3,014 3.53 2453 P-182 5,280 24 2.14 3,014 3.53 2454 P-1827 5,280 24 2.14 3,014 3.53 2455 P-1828 5,280 24 2.14 3,014 3.53 2478 P-1851 5,280 24 2.14 3,014 3.53 2479 P-1852 5,280 24 2.14 3,014 3.53 2481 P-1854 5,280 24 2.14 3,014 3.53 2497 P-1870 5,280 24 2.14 3,014 3.53 2508 P-1881 5,280 24 2.14 3,014 3.53 2509 P-1882 5,280 24 2.14 3,014 3.53 255 P-1929 5,280 24 2.14 3,014 3.53 25 P-1939 5,280 24 2.14 3,014 3.53 257 P-1940,8 24 2.14 3,014 4.4 2739 P-2034 54 24 2.14 3,014 0.04 2740 P-2035 83 24 2.14 3,014 0.0 2743 P-203 4 24 2.14 3,014 0.04 2774 P-2053 99 24 2.14 3,014 0.07 2775 P-2054 129 24 2.14 3,014 0.09 1 P-54 787 24 2.73 3,847 0.83 2032 P-1405 5,280 24 2.73-3,847 5.54 2033 P-140 1,122 24 2.73-3,847 1.18 845 P-220 5,281 18 3.4 2,743 12.04 847 P-221 5,280 18 3.4 2,743 12.03 848 P-222 5,280 18 3.4 2,743 12.03 849 P-223 5,279 18 3.4 2,743 12.03 850 P-224 5,280 18 3.4 2,743 12.03 851 P-225 5,280 18 3.4 2,743 12.03 852 P-22 5,280 18 3.4 2,743 12.03 853 P-227 5,280 18 3.4 2,743 12.03 854 P-228 3,089 18 3.4 2,743 7.04 855 P-229 5,280 18 3.4 2,743 12.03 859 P-232 5,280 18 3.4 2,743 12.03 80 P-233 2,781 18 3.4 2,743.34 81 P-234 5,280 18 3.4 2,743 12.03 340 P-140 1,919 12 1.87 0 2.25 19 P-71 888 12 3.51 1,23 3.33 2054 P-1427 5,277 12 3.51 1,23 19.81 2055 P-1428 70 12 3.51 1,23 2.51

Stockton Primary Alternative 3a - Pipes Stockton Primary Alternative 3a - Nodes Model Model Diameter Flow Headloss Model Pressure Elevation Length (ft) Velocity (ft/s) Model Label ID Label (in) (gpm) (ft) ID (psi) (ft) 825 P-200 5,278 72 3.17 54,840 2.49 521 2443 10.1 1,410.00 839 P-214 978 72 3.17 54,840 0.32 520 2379 40 1,350.00 93 P-22 43 72 3.54 44,951 0.02 523 2387 28.3 1,350.00 807 P-183 5,278 72 3.54 44,951 2.49 519 2277 49. 1,330.00 808 P-184 5,282 72 3.54 44,951 2.5 2711 2233 54.8 1,320.17 809 P-185 5,280 72 3.54 44,951 2.49 503 814 108.7 1,320.00 810 P-18 5,280 72 3.54 44,951 2.49 493 832 100.5 1,320.00 811 P-187 5,281 72 3.54 44,951 2.5 522 22 45.2 1,320.00 812 P-188 5,280 72 3.54 44,951 2.49 41 2275 39.5 1,320.00 813 P-189 5,280 72 3.54 44,951 2.49 515 2187 2.2 1,310.00 814 P-190 5,282 72 3.54 44,951 2.5 504 35 115.5 1,300.00 815 P-191 5,959 72 3.54 44,951 2.82 327 807 114.4 1,300.00 253 P-193 29 72 3.54 44,951 0.01 495 834 98.8 1,300.00 288 P-2003 53 72 3.54 44,951 0.02 49 847 93. 1,300.00 3027 P-2179 75 72 3.54 44,951 0.04 742 2414 8.4 1,300.00 818 P-194 5,280 72 4.32 54,840 3.1 51 2158 5.5 1,300.00 819 P-195 5,280 72 4.32 54,840 3.1 72 2309 54.1 1,300.00 820 P-19 5,281 72 4.32 54,840 3.1 10 2325 51.3 1,300.00 821 P-197 5,283 72 4.32 54,840 3.1 743 2405 89.1 1,290.00 822 P-198 5,280 72 4.32 54,840 3.1 744 2409 87.4 1,290.00 823 P-199 5,277 72 4.32 54,840 3. 745 2411 85.7 1,290.00 827 P-202 5,280 72 4.32 54,840 3.1 547 2444 53.1 1,290.00 828 P-203 5,473 72 4.32 54,840 3.74 549 2445 49.7 1,290.00 831 P-20 5,282 72 4.32 54,840 3.1 550 2453 48.1 1,290.00 832 P-207 2,712 72 4.32 54,840 1.85 551 2454 4.4 1,290.00 833 P-208 5,280 72 4.32 54,840 3.1 494 809 112. 1,280.00 834 P-209 5,284 72 4.32 54,840 3.1 514 2033 7.1 1,280.00 835 P-210 5,280 72 4.32 54,840 3.1 548 2442 55.8 1,280.00 837 P-212 5,280 72 4.32 54,840 3.1 710 2401 35.3 1,280.00 838 P-213 5,288 72 4.32 54,840 3.1 497 828 101.4 1,270.00 2038 P-1411 5,278 72 4.32 54,840 3. 741 2330 101.1 1,270.00 2039 P-1412 3,887 72 4.32 54,840 2.5 74 2381 92.7 1,270.00 2554 P-1927 5,280 72 4.32 54,840 3.1 537 2412 78.7 1,270.00 2555 P-1928 5,280 72 4.32 54,840 3.1 517 81 77.5 1,270.00 21 P-197 4,82 72 4.32 54,840 3.32 71 2129 72.3 1,270.00 291 P-2005 5,503 72 4.32 54,840 3.7 555 818 10.2 1,20.00 29 P-2008 238 72 4.32 54,840 0.1 55 822 104.7 1,20.00 2834 P-2082 19 72 4.32 54,840 0.13 499 843 95.3 1,20.00 283 P-2084 4,340 72 4.32 54,840 2.9 513 849 85.7 1,20.00 347 P-144 94 54 3.7 2,875 0.07 709 2342 4.2 1,20.00 82 P-235 5,280 54 3.7 2,875 3.91 788 2328 10.7 1,20.00 209 P-1442 5,280 54 3.7 2,875 3.91 559 825 104.5 1,250.00 2120 P-1493 5,280 54 3.7 2,875 3.91 53 237 89 1,250.00 2121 P-1494 92 54 3.7 2,875 0.9 70 854 8.1 1,250.00 212 P-1535 5,280 54 3.7 2,875 3.91 538 2382 85.7 1,250.00 2174 P-1547 5,280 54 3.7 2,875 3.91 54 2413 72.1 1,250.00 2232 P-105 5,280 54 3.7 2,875 3.91 707 225 55.1 1,250.00 2233 P-10 5,280 54 3.7 2,875 3.91 158 88 145.1 1,240.00 2330 P-1703 5,280 54 3.7 2,875 3.91 0 2195 119.2 1,240.00 2378 P-1751 5,280 54 3.7 2,875 3.91 558 812 110.3 1,240.00 2379 P-1752 5,280 54 3.7 2,875 3.91 498 813 109.1 1,240.00 2380 P-1753 5,281 54 3.7 2,875 3.91 500 835 98.7 1,240.00 2381 P-1754 5,280 54 3.7 2,875 3.91 552 2415.3 1,240.00 2435 P-1808 5,280 54 3.7 2,875 3.91 711 2274 50.4 1,240.00 243 P-1809 5,280 54 3.7 2,875 3.91 225 2317 11.8 1,240.00 2437 P-1810 5,280 54 3.7 2,875 3.91 740 2185 120.1 1,230.00 2441 P-1814 5,280 54 3.7 2,875 3.91 748 2235 10. 1,230.00 2442 P-1815 5,280 54 3.7 2,875 3.91 507 811 104.5 1,230.00 2443 P-181 5,280 54 3.7 2,875 3.91 512 821 99.7 1,230.00 2452 P-1825 5,280 54 3.7 2,875 3.91 4 218 28.3 1,230.00 2453 P-182 5,280 54 3.7 2,875 3.91 794 225 17.3 1,230.00 2454 P-1827 5,280 54 3.7 2,875 3.91 739 2118 12.1 1,220.00 2455 P-1828 5,280 54 3.7 2,875 3.91 557 343 120.5 1,220.00 2478 P-1851 5,280 54 3.7 2,875 3.91 747 219 112. 1,220.00 2479 P-1852 5,280 54 3.7 2,875 3.91 510 810 105.9 1,220.00 2481 P-1854 5,280 54 3.7 2,875 3.91 539 2272 9.9 1,220.00 2497 P-1870 5,280 54 3.7 2,875 3.91 712 2214 5.8 1,220.00 2508 P-1881 5,280 54 3.7 2,875 3.91 713 2231 54.5 1,220.00 2509 P-1882 5,280 54 3.7 2,875 3.91 78 212 31.1 1,220.00 255 P-1929 5,280 54 3.7 2,875 3.91 787 2180 29.5 1,220.00 25 P-1939 5,280 54 3.7 2,875 3.91 354 271 129.4 1,210.00 257 P-1940,8 54 3.7 2,875 4.93 142 2192 113.1 1,210.00 2701 P-2012 41 54 3.7 2,875 0.03 508 347 112.2 1,210.00 2705 P-2014 54 54 3.7 2,875 0.04 348 2347 79 1,210.00 343 P-142 40 54 3.92 27,95 0.03 2704 2348 79 1,210.00 842 P-217 5,280 54 3.92 27,95 4.21 40 2054 7.9 1,210.00 843 P-218 5,280 54 3.92 27,95 4.21 541 2215 102.2 1,200.00 844 P-219 3,154 54 3.92 27,95 2.51 714 2172 0.9 1,200.00 2702 P-2013 44 54 3.92 27,95 0.04 43 2032 42.1 1,200.00 2118 P-1491 5,280 48 2. 15,028 2.3 70 859 83.3 1,190.00 2214 P-1587 5,280 48 2. -15,028 2.3 708 2038 78.8 1,190.00 2215 P-1588 4,800 48 2. -15,028 2.15 715 2121 3 1,190.00 2752 P-2042 5,28 48 2. -15,028 2.37 511 27 122.3 1,180.00 2040 P-1413 5,351 48 3.18-17,944 3.33 71 2074 5.1 1,180.00 2041 P-1414 2,04 48 3.18-17,944 1.2 72 2040 40.5 1,180.00 2074 P-1447 5,899 48 3.18 17,944 3.7 534 82 127 1,170.00 2090 P-143 5,280 48 3.18-17,944 3.28 542 2094 113.5 1,170.00 210 P-1533 5,315 48 3.18 17,944 3.3 214 838 58.4 1,19.21 2184 P-1557 5,280 48 3.18 17,944 3.28 50 89 141.9 1,10.00

2185 P-1558 5,280 48 3.18 17,944 3.28 337 93 135.8 1,10.00 224 P-119 5,280 48 3.18 17,944 3.28 111 1 134.8 1,10.00 2321 P-194 5,280 48 3.18 17,944 3.28 545 209 112.8 1,10.00 2400 P-1773 5,280 48 3.18 17,944 3.28 435 831 1 1,10.00 2401 P-1774 5,280 48 3.18 17,944 3.28 540 855 125.5 1,150.00 2418 P-1791 5,280 48 3.18-17,944 3.28 717 853 75.8 1,150.00 2892 P-2112 9,112 48 3.4 19,181.41 789 842 5.7 1,150.00 2899 P-211 50 48 3.4 19,181 0.39 790 845 55.1 1,150.00 35 P-155 34 48 4.08 23,028 0.03 791 848 53. 1,150.00 215 P-1529 5,280 48 4.08 23,028 5.21 533 839 141.7 1,140.00 2158 P-1531 5,280 48 4.08 23,028 5.21 535 844 138.3 1,140.00 2159 P-1532 5,280 48 4.08 23,028 5.21 425 2455 84.4 1,140.00 2231 P-104 5,280 48 4.08 23,028 5.21 430 350 77.4 1,140.00 2235 P-108 5,280 48 4.08 23,028 5.21 720 852 73.3 1,140.00 2241 P-114 5,280 48 4.08 23,028 5.21 509 95 145.8 1,130.00 2245 P-118 5,280 48 4.08 23,028 5.21 543 850 129.1 1,130.00 2309 P-182 5,280 48 4.08 23,028 5.21 07 243 9.7 1,130.00 2312 P-185 5,280 48 4.08 23,028 5.21 37 51 147. 1,120.00 231 P-189 5,280 48 4.08 23,028 5.21 04 257 22 1,120.00 2317 P-190 5,280 48 4.08 23,028 5.21 721 833 84.1 1,110.00 237 P-1749 5,280 48 4.08 23,028 5.21 309 2992 1.1 1,110.00 2382 P-1755 5,280 48 4.08 23,028 5.21 718 815 95.2 1,100.00 2385 P-1758 5,280 48 4.08 23,028 5.21 432 19 91. 1,100.00 238 P-1759 5,280 48 4.08 23,028 5.21 722 827 8.1 1,100.00 2387 P-170 5,280 48 4.08 23,028 5.21 3052 2984 20.7 1,100.00 2439 P-1812 5,280 48 4.08 23,028 5.21 423 2422 109.2 1,090.00 2444 P-1817 5,280 48 4.08 23,028 5.21 42 2439 104.5 1,090.00 2445 P-1818 5,280 48 4.08 23,028 5.21 723 820 88.2 1,090.00 248 P-1841 5,282 48 4.08 23,028 5.21 595 2499 59.8 1,090.00 249 P-1842 5,280 48 4.08 23,028 5.21 59 2508 57.9 1,090.00 247 P-1849 5,280 48 4.08 23,028 5.21 3037 2939 34.7 1,08.23 2477 P-1850 5,280 48 4.08 23,028 5.21 424 2417 111.9 1,080.00 243 P-1984 7 48 4.08 23,028 0.07 428 2437 105.7 1,080.00 2895 P-2113 5,107 48 4.08 23,028 5.04 725 817 88 1,080.00 2898 P-2115 729 48 4.08 23,028 0.72 594 2498.1 1,080.00 273 P-119 5 3 3.12 9,889 0.05 03 25 41.2 1,080.00 225 P-129 5,258 3 3.12 9,889 4.4 3054 2985 27.5 1,080.00 2338 P-1711 5,27 3 3.12 9,889 4.42 3043 2981 43.5 1,079.20 234 P-1719 5,279 3 3.12 9,889 4.42 304 2982 4 1,077.70 2347 P-1720 5,242 3 3.12 9,889 4.39 3049 2983 48.8 1,075.71 2409 P-1782 5,305 3 3.12 9,889 4.44 289 135 101.5 1,073.35 2411 P-1784 5,33 3 3.12 9,889 4.47 429 2435 108.5 1,070.00 2414 P-1787 5,282 3 3.12 9,889 4.42 431 17 10.2 1,070.00 2415 P-1788 5,238 3 3.12 9,889 4.39 724 808 94. 1,070.00 241 P-1789 5,294 3 3.12 9,889 4.43 307 2991 20.3 1,070.00 2417 P-1790 5,310 3 3.12 9,889 4.45 3071 2993 1.5 1,070.00 240 P-1833 5,340 3 3.12 9,889 4.47 251 2404 1.1 1,070.00 241 P-1834 5,259 3 3.12 9,889 4.4 2827 2713 1.1 1,070.00 2498 P-1871,374 3 3.12 9,889 5.34 72 407 94.4 1,00.00 2499 P-1872 5,201 3 3.12 9,889 4.35 05 21 44.2 1,00.00 2807 P-208 59 3 3.12 9,889 0.05 0 220 41.9 1,00.00 2808 P-209 3 3.12 9,889 0.0 305 298 34.2 1,00.00 3038 P-2182 5,325 3 3.12 9,889 4.4 3025 293 20. 1,00.00 3039 P-2183 5,245 3 3.12 9,889 4.39 719 275 114.5 1,050.00 3041 P-2184 5,254 3 3.12 9,889 4.4 98 2452 41.4 1,050.00 3042 P-2185 5,297 3 3.12 9,889 4.44 544 273 1.4 1,040.00 3045 P-2187 5,259 3 3.12 9,889 4.4 728 340 98. 1,040.00 3048 P-2189 5,190 3 3.12 9,889 4.35 593 2497 85.3 1,040.00 3051 P-2191 5,337 3 3.12 9,889 4.47 01 253 8.1 1,040.00 3053 P-2192 5,325 3 3.12 9,889 4.4 781 2441 48.7 1,040.00 3055 P-2193 5,278 3 3.12 9,889 4.42 2894 335 100. 1,030.33 3057 P-2194 5,288 3 3.12 9,889 4.43 2897 33 100.4 1,030.00 3059 P-2195 5,278 3 3.12 9,889 4.42 729 238 73.4 1,030.00 301 P-219 5,289 3 3.12 9,889 4.43 2750 2418 58.1 1,020.78 303 P-2197 5,328 3 3.12 9,889 4.4 727 21 109.5 1,020.00 305 P-2198 5,273 3 3.12 9,889 4.41 447 249 73.5 1,020.00 308 P-2199 5,280 3 3.12 9,889 4.42 782 2419 5.4 1,020.00 3070 P-2200 5,283 3 3.12 9,889 4.42 592 2481 100.2 1,010.00 3072 P-2201 5,198 3 3.12 9,889 4.35 597 2509 90. 1,010.00 3074 P-2202 5,204 3 3.12 9,889 4.3 448 2343 79.3 1,010.00 3075 P-2203 5,278 3 3.12 9,889 4.42 3073 2994 79.2 1,010.00 307 P-2204 37 3 3.12 9,889 0.53 783 241 59.7 1,010.00 218 P-1541 5,280 24 1.7 2,354 2.23 585 2184 44.4 1,010.00 219 P-1542 5,280 24 1.7 2,354 2.23 58 2193 43.3 1,010.00 2172 P-1545 5,279 24 1.7 2,354 2.23 570 234 75.8 1,000.00

219 P-159 5,280 24 1.7 2,354 2.23 304 2990 52.5 1,000.00 2197 P-1570 5,280 24 1.7 2,354 2.23 427 2194 14.2 990 225 P-138 5,280 24 1.7 2,354 2.23 449 224 8.7 990 22 P-139 5,280 24 1.7 2,354 2.23 121 241 85.1 990 227 P-140 5,280 24 1.7 2,354 2.23 59 2290 81.5 990 2328 P-1701 5,280 24 1.7 2,354 2.23 571 231 78.7 990.00 2329 P-1702 5,280 24 1.7 2,354 2.23 573 2345 75.8 990.00 2404 P-1777 5,280 24 1.7 2,354 2.23 575 2352 73 990.00 2405 P-1778 5,372 24 1.7 2,354 2.27 300 2988 0.7 990 2713 P-2019 5,188 24 1.7 2,354 2.19 584 2041 54.1 990.00 2788 P-200 5,280 24 1.7 2,354 2.23 450 2241 89.9 980.00 2094 P-147 5,280 24 2.14 3,014 3.53 454 227 85.1 980 218 P-1559 5,280 24 2.14 3,014 3.53 455 2291 83.9 980.00 2187 P-150 5,280 24 2.14 3,014 3.53 443 2400 70.2 980.00 2192 P-155 5,280 24 2.14 3,014 3.53 134 240 8.5 980.00 2194 P-157 5,280 24 2.14 3,014 3.53 130 2407 8.2 980.00 2195 P-158 5,280 24 2.14 3,014 3.53 3058 2987.9 980 2774 P-2053 99 24 2.14 3,014 0.07 581 851 1. 980.00 2775 P-2054 129 24 2.14 3,014 0.09 5 2477 93 970 135 P-34 1,303 18 1.5 1,23 0.8 572 2245 85.9 970.00 19 P-71 888 18 1.5 1,23 0.4 574 227 83.1 970 2054 P-1427 5,277 18 1.5 1,23 2.75 441 2349 7.9 970.00 2055 P-1428 70 18 1.5 1,23 0.35 442 2378 75.7 970 2105 P-1478 2,740 18 1.5-1,23 1.43 444 2385 73.3 970.00 2128 P-1501 5,280 18 1.5 1,23 2.75 7 2174 95.9 90.00 2129 P-1502 5,280 18 1.5 1,23 2.75 453 2198 94.9 90.00 2180 P-1553 5,280 18 1.5 1,23 2.75 94 2380 75.3 90.00 2198 P-1571 5,280 18 1.5 1,23 2.75 580 837 71.4 90.00 2199 P-1572 5,280 18 1.5 1,23 2.75 00 255 108.9 950 2272 P-145 5,280 18 1.5 1,23 2.75 451 215 101.7 950.00 2274 P-147 5,280 18 1.5 1,23 2.75 457 2199 94.5 950.00 2275 P-148 5,280 18 1.5 1,23 2.75 778 2329 80 950.00 227 P-149 5,280 18 1.5 1,23 2.75 194 2338 79.8 950.00 2277 P-150 5,280 18 1.5 1,23 2.75 49 819 77.9 950.00 2290 P-13 5,280 18 1.5 1,23 2.75 579 823 7.8 950.00 2291 P-14 2,49 18 1.5 1,23 1.3 3040 2940 113 945.13 2342 P-1715 5,280 18 1.5 1,23 2.75 599 2555 117.1 940 2343 P-171 5,280 18 1.5 1,23 2.75 40 2197 95.3 940.00 2345 P-1718 5,280 18 1.5 1,23 2.75 45 2105 104.4 930 240 P-1779 5,280 18 1.5 1,23 2.75 452 80 113.4 920 2407 P-1780 5,280 18 1.5 1,23 2.75 459 2090 105.1 920.00 2412 P-1785 5,280 18 1.5 1,23 2.75 41 2120 102.7 920.00 2413 P-178 5,280 18 1.5 1,23 2.75 311 2128 102.1 920.00 2419 P-1792 5,280 18 1.5 1,23 2.75 439 2159 100.9 920.00 2352 P-1725 5,280 18 2.97 2,354 9.07 440 218 99.7 920.00 2422 P-1795 5,280 18 2.97 2,354 9.07 458 2039 110. 910.00 244 P-1837 5,280 18 2.97 2,354 9.07 583 355 89.8 910 245 P-1838 2,311 18 2.97 2,354 3.97 302 2989 97.7 900 845 P-220 5,281 18 3.4 2,743 12.04 598 2554 140. 890 847 P-221 5,280 18 3.4 2,743 12.03 255 244 12.2 880 848 P-222 5,280 18 3.4 2,743 12.03 590 2478 10.3 880 849 P-223 5,279 18 3.4 2,743 12.03 582 23 103.8 880.00 850 P-224 5,280 18 3.4 2,743 12.03 591 2479 12.7 870 851 P-225 5,280 18 3.4 2,743 12.03 295 2321 504.5 101.11 852 P-22 5,280 18 3.4 2,743 12.03 853 P-227 5,280 18 3.4 2,743 12.03 854 P-228 3,089 18 3.4 2,743 7.04 855 P-229 5,280 18 3.4 2,743 12.03 859 P-232 5,280 18 3.4 2,743 12.03 80 P-233 2,781 18 3.4 2,743.34 81 P-234 5,280 18 3.4 2,743 12.03 340 P-140 1,919 12 1.87 0 2.25 2193 P-15 724 12 8.55 3,014 14.15

Appendix B Detailed Engineers Opinion of Probable Cost

Tri-State Water Commission Opinion of Probable Cost Assumptions for Alternative 1 - Stockton Lake June 2, 2017 Pipeline Description Unit Quantity Unit Cost Total Cost 72-inch Pipe LF 171,000 $ 1,03 $ 181,710,000 Open-Cut City/County Road Crossings Ea. 34 $ 4,57 $ 10,000 Jack & Bore Highway Crossings Ea. 1 $ 254,147 $ 250,000 Creek or River Crossings Ea. 3 $ 254,147 $ 70,000 0-inch Pipe LF 17,000 $ 807 $ 134,730,000 Open-Cut City/County Road Crossings Ea. 11 $ 4,204 $ 50,000 Jack & Bore Highway Crossings Ea. 9 $ 185,928 $ 1,70,000 Creek or River Crossings Ea. 11 $ 185,928 $ 2,050,000 Railroad Crossings Ea. 1 $ 185,928 $ 190,000 54-inch Pipe LF 11,000 $ 0 $ 10,20,000 Open-Cut City/County Road Crossings Ea. 110 $ 4,204 $ 40,000 Jack & Bore Highway Crossings Ea. 22 $ 185,928 $ 4,090,000 Creek or River Crossings Ea. 28 $ 185,928 $ 5,210,000 Railroad Crossings Ea. $ 185,928 $ 1,120,000 48-inch Pipe LF 4,000 $ 575 $ 3,790,000 Open-Cut City/County Road Crossings Ea. 17 $ 3,840 $ 70,000 Jack & Bore Highway Crossings Ea. 4 $ 145,800 $ 580,000 Creek or River Crossings Ea. 2 $ 145,800 $ 290,000 Railroad Crossings Ea. 4 $ 145,800 $ 580,000 24-inch Pipe LF 12,000 $ 242 $ 30,500,000 Open-Cut City/County Road Crossings Ea. 18 $ 3,477 $ 0,000 Jack & Bore Highway Crossings Ea. 2 $ 90,937 $ 180,000 Creek or River Crossings Ea. 3 $ 90,937 $ 270,000 18-inch Pipe LF 187,000 $ 177 $ 33,030,000 Open-Cut City/County Road Crossings Ea. 81 $ 3,295 $ 270,000 Jack & Bore Highway Crossings Ea. 13 $ 83,127 $ 1,080,000 Creek or River Crossings Ea. 15 $ 83,127 $ 1,250,000 Railroad Crossings Ea. $ 83,127 $ 500,000 12-inch Pipe LF 2,000 $ 134 $ 270,000 Pipeline Subtotal $ 544,000,000 PUMP STATIONS 80 MGD Raw Water Pump Station,,000 HP w/ Lake Storage -,000 HP (5 Duty, 1 Standby) Raw Water 1000 HP $ 2,055 $ 12,330,000 80 MGD Raw Water BPS - 4,900 HP ( Duty, 1 Standby) Raw Water 700 HP 7 $ 2,055 $ 10,070,000 40 MGD Springfield Raw Water BP - 1,750 HP (4 Duty, 1 Standby) Finished Water 350 HP 5 $ 2,055 $ 3,00,000 3,750 HP (4 Duty, 1 Standby) Raw Water 750 HP 5 $ 2,055 $ 7,710,000 4.4 MGD Mount Vernon Raw Water BP - 2,000 HP (4 Duty, 1 Standby) Raw Water 400 HP 5 $ 2,055 $ 4,110,000 00 HP (2 Duty, 1 Standby) Finished Water 200 HP 3 $ 2,055 $ 1,230,000 SCADA System - Assumed 25% of Pump Station Costs LS - - $ 9,70,000 Pump Stations Subtotal $ 49,000,000 STORAGE TANKS 3 MG Elevated Storage Tank (Carthage) 170' above grade LS 1 $ 7,100,000 $ 7,100,000 4 MG Ground Storage Tanks (Walnut Grove) LS 1 $ 1,443,205 $ 1,440,000 2 MG Ground Storage Tanks (Raw Water) LS 1 $ 944,723 $ 940,000 3 MG Ground Storage Tank (Finished Water) LS 1 $ 1,215,447 $ 1,220,000 2 MG Ground Storage Tanks LS 1 $ 944,723 $ 940,000 Storage Tanks Subtotal $ 11,40,000 Pipeline, PS, and Storage Construction Subtotal $ 05,000,000 General Conditions, OH&P, Bonding and Insurance 25% $ 151,000,000 Pipeline, PS, and Storage Construction Total $ 75,000,000 ROW Acquisition 1 Miles 100,100 $/mi $ 17,000,000 Engineering, Legal, and Administration 15% $ 113,000,000 Project Contingency 30% $ 227,000,000 Pipeline Opinion of Probable Cost $ 1,110,000,000 Water Treatment Plant Description Unit Quantity Unit Cost ($/gal) Total Cost Springfield 40 MGD WTP LS 40 $ $ 240,000,000 Lawrence County (Mt Vernon & Monet) 4.4 MGD WTP LS 4.4 $ 7 $ 30,800,000 Lamar 1.8 MGD WTP LS 1.8 $ 7 $ 12,00,000 Carthage 5.5 MGD WTP LS $ $ 33,000,000 MO-Joplin 2 MGD WTP LS 2 $ $ 15,000,000 Water Treatment Plants Allowance Subtotal $ 472,400,000 Engineering, Legal, and Administration 15% $ 71,000,000 Project Contingency 30% $ 142,000,000 WTP Opinion of Probable Cost $ 90,000,000 Overall Project Opinion of Probable Cost $ 1,800,000,000

Tri-State Water Commission Opinion of Probable Cost Assumptions for Alternative 1a - Stockton Lake June 2, 2017 Pipeline Description Unit Quantity Unit Cost Total Cost 72-inch Pipe LF 171,000 $ 1,03 $ 181,710,000 Open-Cut City/County Road Crossings Ea. 34 $ 4,57 $ 10,000 Jack & Bore Highway Crossings Ea. 1 $ 254,147 $ 250,000 Creek or River Crossings Ea. 3 $ 254,147 $ 70,000 0-inch Pipe LF 17,000 $ 807 $ 134,730,000 Open-Cut City/County Road Crossings Ea. 11 $ 4,204 $ 50,000 Jack & Bore Highway Crossings Ea. 9 $ 185,928 $ 1,70,000 Creek or River Crossings Ea. 11 $ 185,928 $ 2,050,000 Railroad Crossings Ea. 1 $ 185,928 $ 190,000 54-inch Pipe LF 11,000 $ 0 $ 10,20,000 Open-Cut City/County Road Crossings Ea. 110 $ 4,204 $ 40,000 Jack & Bore Highway Crossings Ea. 22 $ 185,928 $ 4,090,000 Creek or River Crossings Ea. 28 $ 185,928 $ 5,210,000 Railroad Crossings Ea. $ 185,928 $ 1,120,000 48-inch Pipe LF 4,000 $ 575 $ 3,790,000 Open-Cut City/County Road Crossings Ea. 17 $ 3,840 $ 70,000 Jack & Bore Highway Crossings Ea. 4 $ 145,800 $ 580,000 Creek or River Crossings? Ea. 2 $ 145,800 $ 290,000 Railroad Crossings Ea. 4 $ 145,800 $ 580,000 3-inch Pipe LF 11,000 $ 393 $ 3,190,000 Open-Cut City/County Road Crossings Ea. 5 $ 3,58 $ 20,000 Jack & Bore Highway Crossings Ea. 20 $ 128,475 $ 2,570,000 Creek or River Crossings Ea. 4 $ 128,475 $ 510,000 Railroad Crossings Ea. - $ 128,475 $ - 24-inch Pipe LF 12,000 $ 242 $ 30,500,000 Open-Cut City/County Road Crossings Ea. 18 $ 3,477 $ 0,000 Jack & Bore Highway Crossings Ea. 2 $ 90,937 $ 180,000 Creek or River Crossings Ea. 3 $ 90,937 $ 270,000 18-inch Pipe LF 187,000 $ 177 $ 33,030,000 Open-Cut City/County Road Crossings Ea. 81 $ 3,295 $ 270,000 Jack & Bore Highway Crossings Ea. 13 $ 83,127 $ 1,080,000 Creek or River Crossings Ea. 15 $ 83,127 $ 1,250,000 Railroad Crossings Ea. $ 83,127 $ 500,000 12-inch Pipe LF 2,000 $ 134 $ 270,000 Pipeline Subtotal $ 11,000,000 PUMP STATIONS 2 MGD Raw Water Pump Station, 2MG /,000 HP - 3,000 HP (3 Duty, 1 Standby) Raw Water 1000 HP 4 $ 2,055 $ 8,220,000 18 MGD PdT Pump Station, 2MG /,000 HP - 1,200 HP (3 Duty, 1 Standby) Raw Water 400 HP 4 $ 2,055 $ 3,290,000 80 MGD (WALNUT GROVE) Raw Water BPS, 8MG /,000 HP - 5,500 HP (5 Duty, 1 Standby) Raw Water 920 HP $ 2,055 $ 11,340,000 40 MGD Springfield Raw Water BP, 20 MGD - 1,750 HP (4 Duty, 1 Standby) Finished Water 350 HP 5 $ 2,055 $ 3,00,000 3,750 HP (4 Duty, 1 Standby) Raw Water 750 HP 5 $ 2,055 $ 7,710,000 4.4 MGD Mt Vernon Raw Water BP - 2,000 HP (4 Duty, 1 Standby) Raw Water 400 HP 5 $ 2,055 $ 4,110,000 00 HP (2 Duty, 1 Standby) Finished Water 200 HP 3 $ 2,055 $ 1,230,000 SCADA System - Assumed 25% of Pump Station Costs LS - - $ 9,880,000 Pump Stations Subtotal $ 49,000,000 STORAGE TANKS 3 MG Elevated Storage Tank (Carthage) 170' above grade LS 1 $ 7,100,000 $ 7,100,000 4 MG Ground Storage Tanks (Walnut Grove) LS 1 $ 1,443,205 $ 1,440,000 2 MG Ground Storage Tanks Raw Water LS 1 $ 944,723 $ 940,000 3 MG Ground Storage Tanks Finished Water LS 1 $ 1,215,447 $ 1,220,000 0.5 MG Ground Storage Tanks LS 1 $ 331,383 $ 330,000 Storage Tanks Subtotal $ 11,030,000 Pipeline, PS, and Storage Construction Subtotal $ 71,000,000 General Conditions, OH&P, Bonding and Insurance 25% $ 17,750,000 Pipeline Construction Subtotal $ 839,000,000 ROW Acquisition 197 Miles 100,100 $/mi $ 20,000,000 Engineering, Legal, and Administration 15% $ 12,000,000 Project Contingency 30% $ 252,000,000 Pipeline Project Opinion of Probable Cost $ 1,240,000,000 Water Treatment Plant Description Unit Quantity Unit Cost ($/gal) Total Cost Springfield 40 MGD WTP LS 40 $ $ 240,000,000 Lawrence 4.4 MGD WTP LS 4.4 $ 7 $ 30,800,000 Lamar 3. MGD WTP LS 3. $ 7 $ 25,200,000 Carthage 11 MGD WTP LS 11 $ $,000,000 MO-Joplin 22 MGD WTP LS 22 $ $ 132,000,000 Water Treatment Plants Allowance Subtotal $ 494,000,000 Engineering, Legal, and Administration 15% $ 74,000,000 Project Contingency 30% $ 148,000,000 WTP Opinion of Probable Cost $ 720,000,000 Overall Project Opinion of Probable Cost $ 1,90,000,000

Tri-State Water Commission Opinion of Probable Cost Assumptions for Alternative 2 - Stockton Lake June 2, 2017 Pipeline Description Unit Quantity Unit Cost Total Cost 0-inch Pipe LF 327,000 $ 807 $ 23,790,000 Open-Cut City/County Road Crossings Ea. 74 $ 4,204 $ 310,000 Jack & Bore Highway Crossings Ea. $ 185,928 $ 1,120,000 Creek or River Crossings Ea. 12 $ 185,928 $ 2,230,000 54-inch Pipe LF 89,000 $ 0 $ 58,740,000 Open-Cut City/County Road Crossings Ea. 81 $ 4,022 $ 330,000 Jack & Bore Highway Crossings Ea. 13 $ 15,43 $ 2,150,000 Creek or River Crossings Ea. 15 $ 15,43 $ 2,480,000 Railroad Crossings Ea. $ 15,43 $ 990,000 48-inch Pipe LF 119,000 $ 575 $ 8,400,000 Open-Cut City/County Road Crossings Ea. 17 $ 3,840 $ 70,000 Jack & Bore Highway Crossings Ea. 4 $ 145,800 $ 580,000 Creek or River Crossings Ea. 2 $ 145,800 $ 290,000 Railroad Crossings Ea. 4 $ 145,800 $ 580,000 24-inch Pipe LF 299,000 $ 242 $ 72,380,000 Open-Cut City/County Road Crossings Ea. 27 $ 3,477 $ 90,000 Jack & Bore Highway Crossings Ea. 11 $ 90,937 $ 1,000,000 Creek or River Crossings Ea. 14 $ 90,937 $ 1,270,000 Railroad Crossings Ea. 1 $ 90,937 $ 90,000 18-inch Pipe LF 4,000 $ 177 $ 11,300,000 Open-Cut City/County Road Crossings Ea. 74 $ 3,295 $ 240,000 Jack & Bore Highway Crossings Ea. 9 $ 83,127 $ 750,000 Creek or River Crossings Ea. 9 $ 83,127 $ 750,000 Railroad Crossings Ea. 3 $ 83,127 $ 250,000 12-inch Pipe LF 9,000 $ 134 $ 1,210,000 Pipeline Subtotal $ 491,000,000 PUMP STATIONS 4 MGD Stockton Lake South Raw Water Pump Station - 2,500 HP (4 Duty, 1 Standby) Raw Water 500 HP 5 $ 2,055 $ 5,140,000 4 MGD (Walnut Grove) Raw Water BPS - 2,750 HP (4 Duty, 1 Standby) Raw Water 550 HP 5 $ 2,055 $ 5,50,000 34 MGD Stockton West Raw Water Pump Station - 2,750 HP (4 Duty, 1 Standby) Raw Water 550 HP 5 $ 2,055 $ 5,50,000 4 MGD Springfield WTP and BPS Finished Water - 3,000 HP (4 Duty, 1 Standby) Finished Water 00 HP 5 $ 2,055 $,170,000 3,750 HP (4 Duty, 1 Standby) Finished Water 750 HP 5 $ 2,055 $ 7,710,000 4.4 MGD Mount Vernon BPS - 2,000 HP (4 Duty, 1 Standby) Raw Water 400 HP 5 $ 2,055 $ 4,110,000 00 HP (2 Duty, 1 Standby) Finished Water 200 HP 3 $ 2,055 $ 1,230,000 SCADA System - Assumed 25% of Pump Station Costs LS - - $ 8,920,000 Pump Stations Subtotal $ 44,580,000 STORAGE TANKS 3 MG Elevated Storage Tank (Carthage) 200' above grade LS 1 $ 7,100,000 $ 7,100,000 2.5 MG Ground Storage Tanks (Walnut Grove) LS 1 $ 1,08,307 $ 1,070,000 3.5 MG Ground Storage Tanks LS 1 $ 1,340,413 $ 1,340,000 0.5 MG Ground Storage Tanks LS 1 $ 331,383 $ 331,383 Storage Tanks Subtotal $ 9,841,383 Pipeline, PS, Storage Tank Construction Subtotal $ 545,000,000 General Conditions, OH&P, Bonding and Insurance 25% $ 13,250,000 Pipeline Construction Subtotal $ 81,000,000 ROW Acquisition 172 Miles 100,100 $/mi $ 17,000,000 Engineering, Legal, and Administration 15% $ 102,000,000 Project Contingency 30% $ 204,000,000 Pipeline Opinion of Probable Cost $ 1,000,000,000 Water Treatment Plant Description Unit Quantity Unit Cost ($/gal) Total Cost Springfield 4 MGD WTP LS 4 $.00 $ 27,000,000 Lamar 2 MGD WTP LS 1.8 $ 7.00 $ 12,00,000 MO-Joplin 34 MGD WTP LS 32 $.00 $ 192,000,000 Water Treatment Plants Allowance Subtotal $ 480,00,000 Engineering, Legal, and Administration 15% $ 72,090,000 Project Contingency 30% $ 144,180,000 WTP Opinion of Probable Cost $ 700,000,000 Overall Project Opinion of Probable Cost $ 1,700,000,000

Tri-State Water Commission Opinion of Probable Cost Assumptions for Alternative 2a - Stockton Lake June 2, 2017 Pipeline Description Unit Quantity Unit Cost Total Cost 0-inch Pipe LF 279,000 $ 807 $ 225,070,000 Open-Cut City/County Road Crossings Ea. 4 $ 4,204 $ 270,000 Jack & Bore Highway Crossings Ea. $ 185,928 $ 1,120,000 Creek or River Crossings Ea. 11 $ 185,928 $ 2,050,000 54-inch Pipe LF 89,000 $ 0 $ 58,740,000 Open-Cut City/County Road Crossings Ea. 81 $ 4,022 $ 330,000 Jack & Bore Highway Crossings Ea. 13 $ 15,43 $ 2,150,000 Creek or River Crossings Ea. 15 $ 15,43 $ 2,480,000 Railroad Crossings Ea. $ 15,43 $ 990,000 48-inch Pipe LF 17,000 $ 575 $ 95,990,000 Open-Cut City/County Road Crossings Ea. 27 $ 3,840 $ 100,000 Jack & Bore Highway Crossings Ea. 4 $ 145,800 $ 580,000 Creek or River Crossings Ea. 3 $ 145,800 $ 440,000 Railroad Crossings Ea. 4 $ 145,800 $ 580,000 3-inch Pipe LF 11,000 $ 393 $ 3,190,000 Open-Cut City/County Road Crossings Ea. 5 $ 3,58 $ 20,000 Jack & Bore Highway Crossings Ea. 20 $ 128,475 $ 2,570,000 Creek or River Crossings Ea. 4 $ 128,475 $ 510,000 Railroad Crossings Ea. - $ 128,475 24-inch Pipe LF 299,000 $ 242 $ 72,380,000 Open-Cut City/County Road Crossings Ea. 27 $ 3,477 $ 90,000 Jack & Bore Highway Crossings Ea. 11 $ 90,937 $ 1,000,000 Creek or River Crossings Ea. 14 $ 90,937 $ 1,270,000 Railroad Crossings Ea. 1 $ 90,937 $ 90,000 18-inch Pipe LF 4,000 $ 177 $ 11,300,000 Open-Cut City/County Road Crossings Ea. 74 $ 3,295 $ 240,000 Jack & Bore Highway Crossings Ea. 9 $ 83,127 $ 750,000 Creek or River Crossings Ea. 9 $ 83,127 $ 750,000 Railroad Crossings Ea. 3 $ 83,127 $ 250,000 12-inch Pipe LF 9,000 $ 134 $ 1,210,000 Pipeline Subtotal $ 547,000,000 PUMP STATIONS 28 MGD Stockton South Raw Water Pump Station - 1,300 HP (4 Duty, 1 Standby) Raw Water 325 HP 5 $ 2,055 $ 3,340,000 4 MGD WALNUT GROVE Raw Water BPS - 3,100 HP (4 Duty, 1 Standby) Raw Water 775 HP 5 $ 2,055 $ 7,90,000 18 MGD PdT Pump Station, 2MG /,000 HP - 1,200 HP (3 Duty, 1 Standby) Raw Water 400 HP 4 $ 2,055 $ 3,290,000 34 MGD Strockton West Raw Water Pump Station - 2,750 HP (4 Duty, 1 Standby) Raw Water 550 HP 5 $ 2,055 $ 5,50,000 4 MGD Springfield WTP and BPS Finished Water - 3,000 HP (4 Duty, 1 Standby) Finished Water 00 HP 5 $ 2,055 $,170,000 3,750 HP (4 Duty, 1 Standby) Finished Water 750 HP 5 $ 2,055 $ 7,710,000 4.4 MGD Mount Vernon BPS - 2,000 HP (4 Duty, 1 Standby) Raw Water 400 HP 5 $ 2,055 $ 4,110,000 00 HP (2 Duty, 1 Standby) Finished Water 200 HP 3 $ 2,055 $ 1,230,000 SCADA System - Assumed 25% of Pump Station Costs LS - - $ 9,870,000 Pump Stations Subtotal $ 49,330,000 STORAGE TANKS 3 MG Elevated Storage Tank (Carthage) 200' above grade LS 1 $ 7,100,000 $ 7,100,000 2.5 MG Ground Storage Tanks (Walnut Grove) LS 1 $ 1,08,307 $ 1,070,000 3.5 MG Ground Storage Tanks LS 1 $ 1,340,413 $ 1,340,000 0.5 MG Ground Storage Tanks LS 1 $ 331,383 $ 331,383 Storage Tanks Subtotal $ 9,841,383 Pipeline, PS, Storage Tank Construction Subtotal $ 0,171,383 General Conditions, OH&P, Bonding and Insurance 25% $ 151,540,000 Pipeline Construction Subtotal $ 758,000,000 ROW Acquisition 202 Miles 100,100 $/mi $ 20,000,000 Engineering, Legal, and Administration 15% $ 114,000,000 Project Contingency 30% $ 227,000,000 Pipeline Project Opinion of Probable Cost $ 1,120,000,000 Water Treatment Plant Description Unit Quantity Unit Cost ($/gal) Total Cost Springfield 4 MGD WTP LS 4 $ $ 27,000,000 MO-Joplin 34 MGD WTP LS 34 $ $ 204,000,000 Water Treatment Plants Allowance Subtotal $ 480,000,000 Engineering, Legal, and Administration 15% $ 72,000,000 Project Contingency 30% $ 144,000,000 WTP Opinion of Probable Cost $ 700,000,000 Overall Project Opinion of Probable Cost $ 1,820,000,000

Tri-State Water Commission Opinion of Probable Cost Assumptions for Alternative 3 - Stockton Lake June 2, 2017 Pipeline Description Unit Quantity Unit Cost Total Cost 72-inch Pipe LF 19,000 $ 1,03 $ 179,00,000 Open-Cut City/County Road Crossings Ea. 34 $ 4,57 $ 10,000 Jack & Bore Highway Crossings Ea. 1 $ 254,147 $ 250,000 Creek or River Crossings Ea. 3 $ 254,147 $ 70,000 Railroad Crossings Ea. - $ 254,147 $ - 54-inch Pipe LF 180,000 $ 0 $ 118,800,000 Open-Cut City/County Road Crossings Ea. 83 $ 4,022 $ 330,000 Jack & Bore Highway Crossings Ea. 20 $ 15,43 $ 3,310,000 Creek or River Crossings Ea. 20 $ 15,43 $ 3,310,000 Railroad Crossings Ea. 4 $ 15,43 $ 0,000 48-inch Pipe LF 211,000 $ 575 $ 121,280,000 Open-Cut City/County Road Crossings Ea. 2 $ 3,840 $ 240,000 Jack & Bore Highway Crossings Ea. 8 $ 145,800 $ 1,170,000 Creek or River Crossings Ea. 13 $ 145,800 $ 1,900,000 Railroad Crossings Ea. $ 145,800 $ 870,000 24-inch Pipe LF 12,000 $ 242 $ 30,500,000 Open-Cut City/County Road Crossings Ea. 2 $ 3,477 $ 10,000 Jack & Bore Highway Crossings Ea. 18 $ 90,937 $ 1,40,000 Creek or River Crossings Ea. 3 $ 90,937 $ 270,000 Railroad Crossings Ea. - $ 90,937 $ - 18-inch Pipe LF 187,000 $ 177 $ 33,030,000 Open-Cut City/County Road Crossings Ea. 81 $ 3,295 $ 270,000 Jack & Bore Highway Crossings Ea. 13 $ 83,127 $ 1,080,000 Creek or River Crossings Ea. 15 $ 83,127 $ 1,250,000 Railroad Crossings Ea. $ 83,127 $ 500,000 12-inch Pipe LF 2,000 $ 134 $ 270,000 Pipeline Subtotal $ 501,000,000 PUMP STATIONS 80 MGD STOCKTON LAKE Raw Water Pump Station -,000 HP (5 Duty, 1 Standby) Raw Water 1000 HP $ 2,055 $ 12,330,000 80 MGD WALNUT GROVE Raw Water BPS - 4,900 HP ( Duty, 1 Standby) Raw Water 700 HP 7 $ 2,055 $ 10,070,000 80 MGD Springfield Finish Water BP - 3,000 HP (4 Duty, 1 Standby) Finished Water 00 HP 5 $ 2,055 $,170,000 3,750 HP (4 Duty, 1 Standby) Finished Water 750 HP 5 $ 2,055 $ 7,710,000 40 MGD Mount Vernon Finished Water BP - 2,000 HP (4 Duty, 1 Standby) Finished Water 400 HP 5 $ 2,055 $ 4,110,000 00 HP (2 Duty, 1 Standby) Finished Water 200 HP 3 $ 2,055 $ 1,230,000 SCADA System - Assumed 25% of Pump Station Costs LS - - $ 10,410,000 Pump Stations Subtotal $ 52,030,000 STORAGE TANKS 3 MG Elevated Storage Tank (Carthage) 170' above grade LS 1 $ 7,100,000 $ 7,100,000 4 MG Ground Storage Tanks (Walnut Grove) LS 1 $ 1,443,205 $ 1,440,000 3 MG Ground Storage Tanks LS 1 $ 1,215,447 $ 1,220,000 3 MG Ground Storage Tanks LS 1 $ 1,215,447 $ 1,220,000 Storage Tanks Subtotal $ 10,980,000 Pipeline, PS, Storage Tank Construction Subtotal $ 54,010,000 General Conditions, OH&P, Bonding and Insurance 25% $ 141,000,000 Pipeline Construction Subtotal $ 705,000,000 ROW Acquisition 1 Miles 100,100 $/mi $ 17,000,000 Engineering, Legal, and Administration 15% $ 105,750,000 Project Contingency 30% $ 211,500,000 Pipeline Project Opinion of Probable Cost $ 1,040,000,000 Water Treatment Plant Description Unit Quantity Unit Cost Total Cost Springfield 80 MGD WTP LS 80 $ $ 480,000,000 Water Treatment Plants Allowance Subtotal $ 480,000,000 Engineering, Legal, and Administration 15% $ 72,000,000 Project Contingency 30% $ 144,000,000 WTP Opinion of Probable Cost $ 700,000,000 Overall Project Opinion of Probable Cost $ 1,740,000,000

Tri-State Water Commission Opinion of Probable Cost Assumptions for Alternative 3a - Stockton Lake June 2, 2017 Pipeline Description Unit Quantity Unit Cost Total Cost 72-inch Pipe LF 19,000 $ 1,03 $ 179,00,000 Open-Cut City/County Road Crossings Ea. 34 $ 4,57 $ 10,000 Jack & Bore Highway Crossings Ea. 1 $ 254,147 $ 250,000 Creek or River Crossings Ea. 3 $ 254,147 $ 70,000 Railroad Crossings Ea. - $ 254,147 $ - 54-inch Pipe LF 180,000 $ 0 $ 118,800,000 Open-Cut City/County Road Crossings Ea. 83 $ 4,022 $ 330,000 Jack & Bore Highway Crossings Ea. 20 $ 15,43 $ 3,310,000 Creek or River Crossings Ea. 20 $ 15,43 $ 3,310,000 Railroad Crossings Ea. 4 $ 15,43 48-inch Pipe LF 211,000 $ 575 $ 121,280,000 Open-Cut City/County Road Crossings Ea. 2 $ 3,840 $ 240,000 Jack & Bore Highway Crossings Ea. 8 $ 145,800 $ 1,170,000 Creek or River Crossings Ea. 13 $ 145,800 $ 1,900,000 Railroad Crossings Ea. $ 145,800 $ 870,000 3-inch Pipe LF 11,000 $ 393 $ 3,190,000 Open-Cut City/County Road Crossings Ea. 5 $ 3,58 $ 20,000 Jack & Bore Highway Crossings Ea. 20 $ 128,475 $ 2,570,000 Creek or River Crossings Ea. 4 $ 128,475 $ 510,000 Railroad Crossings Ea. - $ 128,475 24-inch Pipe LF 12,000 $ 242 $ 30,500,000 Open-Cut City/County Road Crossings Ea. 2 $ 3,477 $ 10,000 Jack & Bore Highway Crossings Ea. 18 $ 90,937 $ 1,40,000 Creek or River Crossings Ea. 3 $ 90,937 $ 270,000 Railroad Crossings Ea. - $ 90,937 $ - 18-inch Pipe LF 187,000 $ 177 $ 33,030,000 Open-Cut City/County Road Crossings Ea. 81 $ 3,295 $ 270,000 Jack & Bore Highway Crossings Ea. 13 $ 83,127 $ 1,080,000 Creek or River Crossings Ea. 15 $ 83,127 $ 1,250,000 Railroad Crossings Ea. $ 83,127 $ 500,000 12-inch Pipe LF 2,000 $ 134 $ 270,000 Pipeline Subtotal $ 57,000,000 PUMP STATIONS 2 MGD Raw Water Pump Station, 2MG /,000 HP - 3,000 HP (3 Duty, 1 Standby) Raw Water 1000 HP 4 $ 2,055 $ 8,220,000 18 MGD PdT Pump Station, 2MG /,000 HP - 1,200 HP (3 Duty, 1 Standby) Raw Water 400 HP 4 $ 2,055 $ 3,290,000 80 MGD Raw Water BPS, 8MG /,000 HP - 5,500 HP (5 Duty, 1 Standby) Raw Water 920 HP $ 2,055 $ 11,340,000 80 MGD Springfield Finished Water BPS - 3,000 HP (4 Duty, 1 Standby) Finished Water 00 HP 5 $ 2,055 $,170,000 3,750 HP (4 Duty, 1 Standby) Finished Water 750 HP 5 $ 2,055 $ 7,710,000 40 MG Mount Vernon Finished Water BPS - 2,000 HP (4 Duty, 1 Standby) Finished Water 400 HP 5 $ 2,055 $ 4,110,000 00 HP (2 Duty, 1 Standby) Finished Water 200 HP 3 $ 2,055 $ 1,230,000 SCADA System - Assumed 25% of Pump Station Costs LS - - $ 10,520,000 Pump Stations Subtotal $ 52,590,000 STORAGE TANKS 3 MG Elevated Storage Tank (Carthage) 170' above grade LS 1 $ 7,100,000 $ 7,100,000 4 MG Ground Storage Tanks (Walnut Grove) LS 1 $ 1,443,205 $ 1,440,000 3 MG Ground Storage Tanks LS 1 $ 1,215,447 $ 1,220,000 3 MG Ground Storage Tanks LS 1 $ 1,215,447 $ 1,220,000 Storage Tanks Subtotal $ 10,980,000 Pipeline, PS, Storage Tank Construction Subtotal $ 30,570,000 General Conditions, OH&P, Bonding and Insurance 25% $ 157,40,000 Pipeline Construction Subtotal $ 788,000,000 ROW Acquisition 19 Miles 100,100 $/mi $ 20,000,000 Engineering, Legal, and Administration 15% $ 118,000,000 Project Contingency 30% $ 23,000,000 WTP Opinion of Probable Cost $ 1,10,000,000 Water Treatment Plant Description Unit Quantity Unit Cost Total Cost Springfield 80 MGD WTP LS 80 $ $ 480,000,000 Water Treatment Plants Allowance Subtotal $ 480,000,000 Engineering, Legal, and Administration 15% $ 72,000,000 Project Contingency 30% $ 144,000,000 WTP Opinion of Probable Cost $ 700,000,000 Overall Project Opinion of Probable Cost $ 1,80,000,000

County Acreage Price ($) Price/Acre Barton 0 15,000 2,00 Bates 510 1,29,450 3,195 11,990 Average Cost/Acre Bates 0 299,500 4,992 4,3 Average Cost/Acre (>100 Acres) Cedar 41 97,000 2,3 3,43 Average Cost/Acre (>200 Acres) Christian 203 25,000 3,079 3,58 Average Cost/Acre (>300 Acres) Christian 149 535,000 3,591 Christian 148 575,000 3,885 4350 SF/Acre Christian 100 475,000 4,750 0.0023 Permanent ROW Acres/LF Christian 25.7 223,000 8,77 0.0011 Temporary ROW Acres/LF Douglas 387 395,000 1,021 12.12 Permanent ROW Acres/Mile Douglas 40 58 1.0 Temporary ROW Acres/Mile Douglas 400 499,000 1,248 Douglas 225,000 3,409 145,000 Permanent ROW Cost/Mile Jasper 1090 3,950,000 3,24 18,200 Temporary ROW Cost/Mile Jasper 20 1,495,000 5,750 Jasper 33 1,250,000 3,444 200 Estimated Pipe Length, Miles McDonald 21.3 8,250 4,049 32,40,000 Estimated ROW Cost Newton 35 130,000 3,714 Nixa 1.4 24,500 17,500 Ozark 110 151,250 1,375 Polk 20 230,000 11,500 Polk 30 9,000 3,200 Stone 53.4 5,800,000 10,295 Stone 9.5 795,000 83,84 Stone 877 7,900,000 9,008 Stone 8.2 95,000 10,191 Stone 2.8 5,000 23,214 Stone 110 1,89,000 15,355 Stone 173 990,000 5,723 Stone 40 99,900 2,498 Stone 4.5 19,000 37,55 Taney 34 92,500 2,721 Taney 13.4 2,200,000 13,447 Taney 135 1,34,25 9,975 Vernon 91 875,000 9,15 Vernon 405 1,091,475 2,95 Webster 10 35,000 3,500 Webster 4.3 159,900 37,18 Webster 14 49,900 3,54 Webster 48 495,000 10,313 Wright 02 529,000 879 Wright 72 1,478,400 2,200 Wright 15 59,000 3,933 Wright 8.7 38,900 4,471 Wright 9.13 39,000 4,272 Wright 180 270,000 1,500 Wright 20 309,000 1,500 Wright 293 1,195,000 4,078 Wright 83 2,200,000 2,32 Wright 11.4 40,000 3,509

Figure 1 Alternative 1 Transmission System March 2017 Pipe Diameter 72 Q 3 0 54 48 24 12 V e r n o nstorage Tank (EST) Elevated Pump Station WTP Weir Alba Cherokee 4.2 MGD 21. MGD Joplin Lamar f7 Buffalo 2'' D a d egreenfield Golden City Missouri Mt Vernon 32 MGD Raw Water PS Miller Q 3 Mt Vernon 4.4 MGD Mount 0.9 MGD Vernon Regional WTP Mount Vernon Lawrence Aurora Verona Monett 17,000 LF of 0'' Newton Ottawa Neosho Seneca Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Diamond Pierce City Granby Monett 3.4 MGD Barry Willard Greene Fair Grove Ash Grove 14.000 LF of 54'' 12 3,0 00 Walnut LF of Grove 72'' Walnut Grove 80 MGD Raw Water PS Lockwood Sarcoxie MO-Joplin 2 MGD WTP Pleasant Hope Republic Billings Clever Marionville Springfield 40 MGD Raw Water PS Strafford Springfield 40 MGD WTP Springfield Springfield 3.3 MGD Battlefield Fremont Hills Nixa Nixa Duenweg Bolivar Polk 5.5 MGD Q 3 Loma Linda Fo Q 3 1.8 MGD Jasper 3 MG Raw Water EST Mo American Joplin Leawood 4 8,00 0L Lamar Lamar 22 MGD MGD WTP WTP F of 48'' 00 L 4,0 Webb Carthage Carthage City Oronogo 12'' 12'' Document Path: C:\SW Missou\mxd\SW Missouri - Alt 1 Transmission System - Options 1-3 - 20170328.mxd Stockton Lake 80 MGD Raw Water PS 123,000 LF of 18'' CDMSmith Jasper Date Saved: 3/29/2017 Author: BRADSTREETN Pittsburg Oklahoma Dallas Stockton Lake Crawford Baxter Springs Stockton Sheldon Demand MGD Frontenac Galena Cedar Finished Water Barton Carl Junction I Pomme de Terre Lake Humansville Tri-State Customer Liberal Kansas Hickory Nevada Raw Water 18 Mulberry Arma Weaubleau Webster Q 3 4,000 LF of 18'' BPressure o u r b o Node n - PSI <10 <20 <35 <40 <55 <150 >150 El Dorado Springs 134,000 LF of 24'' Fort Scott Camden St. Clair 3.9 MGD Ozark Rogersville Sparta Christian Highlandville Crane Stone 0 5 10 20 mi

Figure 1 4 2 Alternative 1a Transmission System March 2017 Pipe Diameter 72 Q 3 0 54 3 24 18 Nevada V e r n o nstorage Tank (EST) Elevated Crawford Weir Liberal Loma Linda MO-Joplin 2 MGD WTP Newton Ottawa Oklahoma 2' ' Neosho Seneca Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Diamond Granby D a d egreenfield Golden City Missouri Mt Vernon 40 MGD Raw Water PS Miller Q 3 17,000 LF of 0'' Republic Sarcoxie Monett 3.4 MGD Barry Billings Clever Marionville Springfield 40 MGD Raw Water PS Strafford Webster Springfield Sp 80 MGD WTP 40 Springfield Springfield Battlefield Nixa Mt Vernon Lawr 2.2 MGD 4.4 0.9 MGD Regional WTP Wate Mount Mount Vernon Vernon Lawrence Aurora Verona Pierce City Monett Willard Greene Fair Grove Ash Grove 14.000 LF of 54'' 12 3,0 00 Walnut LF of Grove 72'' Walnut Grove 80 MGD Raw Water PS Lockwood Pleasant Hope 134,000 LF of 24'' Leawood Polk 12'' 12'' Q 3 Baxter Springs f7 Galena Fo Q 3 1.8 MGD Jasper 3 MG Raw Water EST Alba J a s p e r Carl Oronogo Junction 8'' 4 f Fo 0L 4.2 MGD Carthage Carthage,00 4 Webb City 5.5 MGD 21. MGD Duenweg Joplin Mo American Joplin Buffalo Bolivar Dallas Stockton Lake 2 MGD Raw Water PS 48,0 00 L Lamar 2 MGD WTP Cherokee Stockton Stockton Lake Lamar Pomme de Terre 18 MGD Raw Water PS Sheldon 123,000 LF of 18'' CDMSmith Date Saved: 3/29/2017 Author: BRADSTREETN Pittsburg Kansas Document Path: C:\SW Missou\mxd\SW Missouri - Alt 1 Transmission System - Options 1a-3a v3-20170328.mxd Cedar Finished Water Demand MGD Pump Station WTP Barton Frontenac Humansville Tri-State Customer Raw Water 12 I Pomme de Terre Lake Hickory 3'' 48 Mulberry Arma Weaubleau 11,000 LF of BPressure o u r b o Node n - PSI <10 <20 <35 <40 <55 <150 >150 El Dorado Springs Q 3 3.3 MGD 4,000 LF of 18'' Fort Scott Camden St. Clair Rogersville Fremont Hills Nixa 3.9 MGD Ozark Sparta Christian Highlandville Crane Stone 0 5 10 20 mi

Figure 1 2 3 Alternative 2 Transmission System BPressure o u r b o Node n - PSI <20 <35 <40 <55 <150 >150 Pipe Diameter 0 54 48 24 3 Q 18 V e r n o nstorage Tank (EST) Elevated WTP Cedar Finished Water Sheldon Lamar Dallas 15,000 LF of 0'' Lamar 2 MGD WTP 48,0 00 Crawford 7,000 LF of 54'' CDMSmith Weir Golden City Cherokee Baxter Springs Leawood Loma Linda MO-Joplin 2 MGD WTP Newton Ottawa Oklahoma Neosho Seneca Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Diamond Granby Lockwood Walnut Grove 12 3,0 00 LF of 0 '' Ash Grove Mt Vernon MGD 40 MGD 324.4 MGD Finished Water PS Willard Miller 17,000 LF of 24'' Mount 0.9 MGD Vernon Mount Vernon Lawrence Verona Pierce City Monett Monett 3.4 MGD Barry Springfield Lawr 40 MGD 4.4 Finished Water PS Wate Greene Strafford Springfield Springfield 4 MGD WTP Springfield Springfield 3.3 MGD Battlefield Fremont Hills Nixa Nixa Webster 3 Q Republic Fair Grove Sarcoxie Bolivar Pleasant Hope souri Lawrence Mt Vernon 3 Q D a d egreenfield Missouri Galena Walnut Grove 4 MGD Raw Water PS Polk 0 12'' Document Path: C:\SW Missou\mxd\SW Missouri - Alt 1 Transmission System - Options 1-3 - 20170328.mxd Kansas of Date Saved: 3/29/2017 Author: BRADSTREETN Pittsburg LF Buffalo '' Barton 1.8 MGD Jasper 3 MG Raw Water EST 3 MG Alba Finished Water EST Jasper Carl '' 8 4 Oronogo f Carthage o Junction LF 00 0, 4.2 MGD 9 Carthage 11 Webb 5.5 MGD City 21. MGD Duenweg Joplin Mo American Joplin Stockton Lake utstockton G Lake South 4 28 MGD Wate Raw Water PS Q 3 Frontenac I Pomme de Terre Lake Stockton Stockton Lake West 34 MGD Raw Water PS Liberal Mulberry Hickory Humansville Tri-State Customer Pump Station Raw Water 12 Weaubleau Nevada Demand MGD Arma El Dorado Springs Billings Clever Marionville 4,000 LF of 18'' March 2017 Fort Scott Camden St. Clair 3.9 MGD Ozark Aurora Rogersville Sparta Christian Highlandville Crane Stone 0 5 10 20 mi

Figure 1 5 4 Alternative 2a Transmission System March 2017 48 3 3 Q 24 18 12 Nevada V e r n o nstorage Tank (EST) Elevated Stockton Lake West 34 MGD Raw Water PS Liberal Lamar Weir Cherokee Lamar 2 MGD WTP Loma Linda MO-Joplin 2 MGD WTP Newton Ottawa Oklahoma Neosho Seneca Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Polk 48,0 00 LF o D a d egreenfield Golden City Missouri EST Walnut Grove Walnut Grove 4 MGD Raw Water PS Lockwood Pleasant Hope 12 3,0 00 LF of 0 '' Ash Grove Willard souri Lawrence Mt Vernon Mt Vernon MGD 40 MGD 324.4 MGD Finished Water PS Miller Mount 0.9 MGD Vernon Mount Vernon Lawrence Verona Monett 17,000 LF of 24'' Pierce City Monett 3.4 MGD Barry Springfield Lawr 40 MGD 4.4 Finished Water PS Wate Greene Republic Billings Clever Marionville Strafford Webster Springfield 4 MGD WTP Springfield Springfield Battlefield Nixa 3 Q Sarcoxie Fair Grove Diamond Granby Buffalo Bolivar 12'' 3 Q Leawood Baxter Springs Stockton Lake Galena Dallas Stockton Lake South 28 MGD Raw Water PS Q 3 1.8 MGD Jasper 3 MG Raw Water Alba J a s p e r Carl Oronogo f 48'' Junction F o Carthage L 00 4.2 MGD 9,0 Carthage 1 1 Webb 5.5 MGD City 21. MGD Duenweg Joplin Mo American Joplin Kansas 15,000 LF of 0'' 7,000 LF of 54'' CDMSmith Date Saved: 3/29/2017 Author: BRADSTREETN Pittsburg Pomme de Terre 18 MGD Raw Water PS 1,0 Sheldon ' 0' f Crawford Stockton Raw Water Barton Document Path: C:\SW Missou\mxd\SW Missouri - Alt 1 Transmission System - Options 1a-3a v3-20170328.mxd Cedar Finished Water Demand MGD Pump Station WTP Frontenac Humansville Tri-State Customer 3.3 MGD 4,000 LF of 18'' 54 Mulberry Arma I Pomme de Terre Lake Hickory 0 0 L F of 3'' Pipe Diameter 0 Weaubleau 1 BPressure o u r b o Node n - PSI <10 <20 <35 <40 <55 <150 >150 El Dorado Springs 134,000 LF of 24'' Fort Scott Camden St. Clair Rogersville Fremont Hills Nixa 3.9 MGD Ozark Aurora Sparta Christian Highlandville Crane Stone 0 5 10 20 mi

Figure 1 3 5 Alternative 3 Transmission System March 2017 BPressure o u r b o Node n - PSI <10 <20 <35 <40 <55 <150 >150 Pipe Diameter 72 54 48 3 Q 24 18 Weaubleau V e r n o nstorage Tank (EST) Elevated Pump Station WTP Cedar Finished Water Stockton Dallas Sheldon Demand MGD Stockton Lake Wa 2 MGD 80 Raw Water PS Ra Stockton Lake Liberal Cherokee Baxter Springs Leawood Loma Linda Diamond Newton Ottawa Oklahoma Neosho Seneca Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Granby Walnut Grove 80 MGD Raw Water PS D a d egreenfield Golden City 12 3,0 Lockwood Ash Grove Mt Mt Vernon Vernon 40 32 MGD MGD Finished Water Raw Water PS PS Mount 0.9 MGD Vernon Mount Vernon Lawrence Verona Pierce City Monett 17,000 LF of 54'' Monett 3.4 MGD Barry Republic Billings Clever Marionville Springfield 40 MGD Finished Water Raw Water PS PS Strafford Springfield 80 MGD WTP Springfield Springfield 3.3 MGD Battlefield Fremont Hills Nixa Nixa Sarcoxie Fair Grove 2'' Willard Greene Pleasant Hope 00 LF of 7 Miller Walnut Grove Missouri Bolivar Polk 72 Joplin of Galena LF 134,000 LF of 24'' Document Path: C:\SW Missou\mxd\SW Missouri - Alt 1 Transmission System - Options 1-3 - 20170328.mxd Kansas 0 1.8 MGD Jasper 3 MG Alba Finished Water EST 14,000 LF of 48'' Jasper Carl Oronogo Carthage Junction Webb 4.2 MGD Carthage City 5.5 MGD 21. MGD Duenweg Joplin Mo American 123,000 LF of 18'' CDMSmith Author: BRADSTREETN Date Saved: 3/29/2017 Weir 48,0 0 Buffalo '' Pittsburg Lamar Barton Crawford I Pomme de Terre Lake Humansville Tri-State Customer Frontenac Hickory Nevada Raw Water 12 Mulberry Arma El Dorado Springs Webster 3 Q 4,000 LF of 18'' Fort Scott Camden St. Clair 3.9 MGD Ozark Aurora Rogersville Sparta Christian Highlandville Crane Stone 0 5 10 20 mi

Document Path: C:\SW Missou\mxd\SW Missouri - Alt 1 Transmission System - Options 1a-3a v3-20170328.mxd Date Saved: 3/29/2017 Author: BRADSTREETN CDMSmith Weir Fort Scott B Pressure o u r b o Node n - PSI <10 <20 <35 <40 <55 <150 >150 Arma Kansas Baxter Springs Frontenac C r a w f o r d Pittsburg C h e r o k e e O t t a w a klahoma Figure 1 Alternative 3a Transmission System March 2017 Galena Mulberry Seneca Carl Junction 4.2 MGD 21. MGD Loma Linda Pipe Diameter Liberal Leawood Oronogo Webb City Joplin Mo American Duenweg Joplin 3Q Alba J a s p e r MO-Joplin 2 MGD WTP Nevada Elevated V e r n o n Storage Tank (EST) Tri-State Customer Pump Station WTP B a r t o n 4,000 LF of 48'' El Dorado Springs 3.4 MGD Humansville Pomme de Terre 18 MGD C e d a r Raw Water PS Stockton Sheldon Stockton Lake 2 MGD Bolivar Raw Water PS Stockton P o l k Lake Lamar 2 MGD WTP Lamar Walnut Grove 3Q 80 MGD Pleasant Raw Water PS Hope 1.8 MGD D a d e Walnut Greenfield Golden Grove City Lockwood Jasper Ash Grove Missouri Willard 3 MG Mt Vernon Finished Water EST 40 MGD G r e e n e 3Q Miller Finished Water PS Springfield Springfield 3Q Carthage Carthage 5.5 MGD 0.9 MGD Mount Republic Battlefield Vernon Mount Vernon Fremont Sarcoxie Billings L Hills a w r e n c e Nixa Nixa Clever Marionville Diamond 3.9 MGD Aurora Pierce Verona City Highlandville Granby Monett Monett Crane N e w t o n Neosho Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community 72 54 48 3 24 18 12 3Q Finished Water Raw Water Demand MGD 123,000 LF of 18'' 14,000 LF of 48'' 134,000 LF of 24'' B a r r y S t. C l a i r 48,000 LF of 72'' Weaubleau 17,000 LF of 54'' S t o n e H i c k o r y 11,000 123,000 LF of 72'' 3'' of LF Pomme de Terre Lake 4,000 LF of 18'' Springfield 40 MGD Finished Water PS 3.3 MGD Fair Grove Springfield 80 MGD WTP Ozark Buffalo Strafford C h r i s t i a n D a l l a s Sparta I C a m d e n W e b s t e r Rogersville 0 5 10 20 mi