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Home My WebLink AboutWater Line Analysis • • • • • • THE COTTAGES OF COLLEGE STATION • WATER LINE ANALYSIS • • • May 2011 • • • • Prepared for: ROB HOWLAND, COO • CAPSTONE — CS, LLC • 431 OFFICE PARK DRIVE • BIRMINGHAM, AL 35223 • Submitted to • • / :rFY OF COLLEGE car: STATION • the heart of the Retrrtreh Utllc) • • • • By • • MITCHELL • MORGAN • • ENGINEERS & CONSTRUCTORS • 511 UNIVERSITY DRIVE, SUITE 204 • COLLEGE STATION, TX 77840 • OFFICE (979) 260 -6963 • FAx (979) 260 -3564 • • • • • • • • • • • • CERTIFICATION • This report for the water design for the Cottages of College Station Site was prepared under my • supervision in accordance with provisions of the Bryan /College Station Unified Design Guidelines for the owners of the • - . • le OF T V ERON IC A J R.. MORGA N • �� 77689 • I er l • Veronica J.B. Morgan, '.E., C.F.M. Q� A • Registered Professional Engineer • State of Texas No. 77689 • • • • • • • �I • • • • • • • • • • • • • • • • • • • • WATERLINE ANALYSIS 411 THE COTTAGES OF COLLEGE STATION MAY 2011 • • The Cottages of College Station Subdivision is located on the south side of FM2818 at the future extension of Holleman Drive. The project will consist of a combination of three -story lodge - apartment buildings, two -story 20 bedroom manor homes, duplexes and one- and two -story cottages containing up to four bedrooms. The overall site layout, and bedroom count per unit are provided in Exhibit 1. • The updated City of College Station water system MikeNET model created for the Cottages of College Station Plat waterline analysis (Mitchell & Morgan — March 2009) was used for all • analyses. Domestic demands for the Cottages development were based on a demand of 100 i gpd /bed plus an additional use for the clubhouse. Domestic flows for areas within the Cottages Subdivision but outside of the Cottages development were based on the September 2008 Concept Plan for the Cottages of College Station (Exhibit 2) using maximum densities allowed • and an estimated 2.7 persons per dwelling unit. The demands utilized for each of these - developments beyond the Cottages of College Station development as well as the Cottages project are shown in Table 1. Open and green spaces were assumed to generate no domestic f demands. All analyses were performed with the 2818 Place development complete and • domestic demands for 2818 Place were calculated as 100 gpd /person based on bed counts as provided in the site plans for each phase. Flows for commercial uses were based on Normal Flow Method 2 as described in the 2008 BCS Unified Design Guidelines. Flows for the retail lb tracts F1 and F2 were assumed at a rate of 2700 gpd /acre and retail tracts B1 -B2 were . assumed higher for restaurant use at 4800 gpd /acre and retail B3 as a mix of restaurant and retail at 3500 gpd /acre. Cheddars restaurant was used as a guide which sits on approximately 1 acre and contains 8,000 square feet. At 600 gpd /1000 sf which is the wastewater generation • rate for a restaurant, an 8,000 square foot building generates approximately 4800 gpd /acre. Table 2 illustrates how these water demands were allocated to each node in the model, while - Table 3 shows the water line information (size, length, connectivity) for the model. It should be 411 noted that several water lines were upgraded in size to 8 -inch water lines (from 6 -inch lines) in order to meet the requirement that no more than 2 fire hydrants may be located on a 6 -inch 41 main and in that case the 6 -inch main must be fed by an 8 -inch main on both ends. As seen on Table 4, the fire flows used for the Cottages were based on the architectural • designs, the largest area between fire walls, and Type VB construction. Most of the fire flows - were 1500gpm with a few @ 1750 gpm and the fire flow for the Manor units was 2,250 gpm. • The hydrant layout was modified to assure there were 2 hydrants accessible for each Manor unit in order to provide the 2,250 gpm fire flow. • The MikeNET line and node identifiers are provided in Exhibit 3 and 4. Appropriate fire flows were placed on various sections of the system under different conditions of development. In order to simulate the condition where the future development surrounding the Cottages has not yet occurred, the following water lines were closed in the model: 4114, 4118, 4123 and 4139. • The following runs are those performed for this analysis. 41 1. Run 1 — Peak Day Conditions without Cottages Development (Exhibit 5A/5B) ED 2. Run 2 — Pk Day Conditions with Cottages Development (Exhibit 6A/68) 3. Run 3 — Pk Day Conditions w/ Cottages and Fire Flow at Node 59517 (Exhibit 7A/7B) • 4. Run 4 — Pk Day Conditions w/ Cottages and Fire Flow at Node 59512 (Exhibit 8A/8B) 5. Run 5 — Pk Day Conditions w/ Cottages and Fire Flow at Node 59457 (Exhibit 9A/9B) 6. Run 6 — Pk Day Conditions w/ Cottages and Fire Flow at Node 59564 (Exhibit 10A/10B) • 7. Run 7 Pk Day Conditions w/ Cottages and Fire Flow at Node 59497 and Node 59560 (Exhibit 11A/11B) 8. Run 8 — Pk Day Conditions w/ Cottages and Future Development (Exhibit 12A/12B) • 9. Run 9— Pk Day Conditions w/ Cottages & Fire Flow at Node 59457 (Exhibit 13A/138) • 10. Run 10 — Pk Day Conditions w/ Cottages & Fire Flow of 1750 gpm at Node 59457 (Exhibit 14A/14B) 11. Run 11 — Pk Day Conditions w/ Cottages & Fire Flow of 1125 gpm at Node 59489 and • 59484 (Exhibit 15A/15B) 12. Run 12 — Pk Day Conditions w/ Cottages & Fire Flow of 1125 gpm at Node 59512 and 59560 (Exhibit 16A/16B) • It is important to note that where nodes /lines have unusual flow and pressure numbers in the results tables is due to their being disconnected from the model. This was caused when lines • were closed within the model to illustrate the different conditions without the Cottage • development (Run 1) and without the future developments (Runs 2 -7 & 9 -12). The results from these runs show that the proposed waterlines being constructed with the Cottage of College Station development will sufficiently serve the water needs of the Cottages • of College Station Subdivision as well as the adjacent developments as they occur, keeping pressures in the proposed waterlines above 30 psi, and velocities at or below 12 fps. • • • • • • • • fib • • lb • • • ATTACHMENTS EXHIBIT 1: Overall Site Layout • EXHIBIT 2: Cottages Concept Plan TABLE 1: Waterline Demand Data TABLE 2: Waterline Node Demands • TABLE 3: Waterline Length & Size Data TABLE 4: Building Size & Fire Hydrant Requirements EXHIBIT 3: MikeNET Node Identifier Map ID EXHIBIT 4: MikeNET Link Identifier Map • EXHIBIT 5A: Run 1 — Peak Day Conditions W/O Cottages Development — Pipe Results EXHIBIT 5B: Run 1 — Peak Day Conditions W/O Cottages Development — Junction Results EXHIBIT 6A: Run 2 — Peak Day Conditions with Cottages Development — Pipe Results • EXHIBIT 6B: Run 2 — Peak Day Conditions with Cottages Development — Junction Results • EXHIBIT 7A: Run 3 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59517 — Pipe Results EXHIBIT 7B: Run 3 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59517 - II Junction Results EXHIBIT 8A: Run 4 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59512 - GI Pipe Results EXHIBIT 8B: Run 4 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59512 - - Junction Results EXHIBIT 9A Run 5 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59457 - Pipe Results • EXHIBIT 9B: Run 5 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59457 — Junction Results EXHIBIT 10A: Run 6 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59564 - II Pipe Results - EXHIBIT 10B: Run 6 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59564 — Junction Results • EXHIBIT 11A: Run 7 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59497 and • Node 59560 — Pipe Results EXHIBIT 11B: Run 7 — Peak Day Conditions w/ Cottages and Fire Flow at Node 59497 and Node 59560 — Junction Results • EXHIBIT 12A: Run 8 — Peak Day Conditions w/ Cottages and Future Development — Pipe Results EXHIBIT 12B: Run 8 — Peak Day Conditions w/ Cottages and Future Development - ID Junction Results - EXHIBIT 13A: Run 9 — Peak Day Conditions w/ Cottages & Fire Flow at Node 59457 — Pipe Results EXHIBIT 13B: Run 9 — Peak Day Conditions w/ Cottages & Fire Flow at Node 59457 - ID Junction Results EXHIBIT 14A: Run 10 — Peak Day Conditions w/ Cottages & Fire Flow of 1750 gpm at Node • 59457 — Pipe Results EXHIBIT 14B: Run 10 — Peak Day Conditions w/ Cottages & Fire Flow of 1750 gpm at Node • 59457 — Junction Results EXHIBIT 15A: Run 11 — Peak Day Conditions w/ Cottages & Fire Flow of 1125 gpm at Node • 59489 and 59484 — Pipe Results • EXHIBIT 15B: Run 11 — Peak Day Conditions w/ Cottages & Fire Flow of 1125 gpm at Node 59489 and 59484 — Junction Results • • • • • EXHIBIT 16A: Run 12 — Peak Day Conditions w/ Cottages & Fire Flow of 1125 gpm at Node 59512 and 59560 — Pipe Results • EXHIBIT 16B: Run 12 — Peak Day Conditions w/ Cottages & Fire Flow of 1125 gpm at Node • 59512 and 59560 — Junction Results • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N LL 7 : : s - < 13 u !:„ 1 k E i 1 y ` j j I II 1 2 a 7 oo jir 1%. 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Description bedroom gpda or gpdc gpd Wm gpm Retail Ft 12 2700 32400 22.50 90.00 - Retail F2 2 2700 5400 3.75 15.00 Retail 61 3 4800 14400 10.00 40.00 - Retail B2 1 4800 4800 3.33 13.33 Retail B3 2 3500 7000 4.86 19.44 MF A3 (20 du/ac) 20 5340 106800 74.17 296.67 III MF Al -6 ac (20du /ac) 6 5340 32040 22.25 89.00 MF Al - 10 ac (20 du /ac) 10 5340 53400 37.08 148.33 a l Clubhouse 1 750 750 0.52 2.08 Bldg 1 20 100 2000 1.39 5.56 • Bldg 2 20 100 2000 1.39 5.56 Bldg 3 20 100 2000 1.39 5.56 - Bldg 4 5 100 500 0.35 1.39 Bldg 5 20 100 2000 1.39 5.56 Bldg 6 20 100 2000 1.39 5.56 III Bldg 7 20 100 2000 1.39 5.56 Bldg 8 20 100 2000 1.39 5.56 • Bldg 9 5 100 500 0.35 1.39 Bldg 10 20 100 2000 1.39 5.56 al Bldg 11 5 100 500 0.35 1.39 Bldg 12 10 100 1000 0.69 2.78 - Bldg 13 10 100 1000 0.69 2.78 Bldg 14 10 100 1000 0.69 2.78 • Bldg 15 10 100 1000 0.69 2.78 Bldg 16 5 100 500 0.35 1.39 • Bldg 17 5 100 500 0.35 1.39 Bldg 18 3 100 300 0.21, 0.83 Bldg 19 5 100 500 0.35 1.39 III Bldg 20 3 100 300 0.21 0.83 Bldg 21 3 100 300 0.21 0.83 • Bldg 22 5 100 500 0.35 1.39 Bldg 23 5 100 500 0.35 1.39 • Bldg 24 3 100 300 0.21 0.83 Bldg 25 3 100 300 0.21 0.83 • Bldg 26 3 100 300 0.21 0.83 Bldg 27 5 100 500 0.35 1.39 - Bldg 28 5 100 500 0.35 1.39 Bldg 29 1 100 100 0.07 0.28 - Bldg 30 1 100 100 0.07 0.28 Bldg 31 4 100 400 0.28 1.11 Bldg 32 4 100 400 0.28 1.11 • Bldg 33 5 100 500 0.35 1.39 Bldg 34 3 100 300 0.21 0.83 - Bldg 35 3 100 300 0.21 0.83 Bldg 36 3 100 300 0.21 0.83 - Bldg 37 10 100 1000 0.69 2.78 Bldg 38 10 100 1000 0.69 2.78 • Bldg 39 10 100 1000 0.69 2.78 Bldg 40 10 100 1000 0.69 2.78 . Bldg 41 10 100 1000 0.69 2.78 Bldg 42 10 100 1000 0.69 2.78 Bldg 43 3 100 300 0.21 0.83 III Bldg 44 10 100 1000 0.69 2.78 Bldg 45 10 100 1000 0.69 2.78 • Bldg 46 10 100 1000 0.69 2.78 Bldg 47 10 100 1000 0.69 2.78 - Bldg 48 4 100 400 0.28 1.11 Bldg 49 3 100 300 0.21 0.83 • Bldg 50 10 100 1000 0.69 2.78 Bldg 51 6 100 600 0.42 1.67 - Bldg 52 8 100 800 0.56 2.22 Bldg 53 6 100 600 0.42 1.67 81dg 54 6 100 600 0.42 1.67 • Bldg 55 10 100 1000 0.69 2.78 Bldg 56 10 100 1000 0.69 2.78 - Bldg 57 10 100 1000 0.69 2.78 Bldg 58 10 100 1000 0.69 2.78 - Bldg 59 10 100 1000 0.69 2.78 Bldg 60 6 100 600 0.42 1.67 - Bldg 61 4 100 400 0.28 1.11 Bldg 62 3 100 300 0.21 0.83 - Bldg 63 3 100 300 0.21 0.83 Bldg 64 3 100 300 0.21 0.83 - 81dg 65 1 100 100 0.07 0.28 • III III i • • • TABLE 1 • Water Line Demand Data - Cottage of College Station • Demands acres or unit demand avg demand avg demand pk demand - Description bedroom gpda or gpdc gpd gpm gpm Bldg 66 10 100 1000 0.69 2.78 - Bldg 67 10 100 1000 0.69 2.78 Bldg 68 5 100 500 0.35 1.39 - Bldg 69 10 100 1000 0.69 2.78 Bldg 70 10 100 1000 0.69 2.78 Bldg 71 10 100 1000 0.69 2.78 • Bldg 72 10 100 1000 0.69 2.78 Bldg 73 10 100 1000 0.69 2.78 - Bldg 74 10 100 1000 0.69 2.78 Bldg 75 10 100 1000 0.69 2.78 - Bldg 76 10 100 1000 0.69 2.78 Bldg 77 10 100 1000 0.69 2.78 - Bldg 78 8 100 800 0.56 2.22 Bldg 79 6 100 600 0.42 1.67 Bldg 80 6 100 600 0.42 1.67 III Bldg 81 6 100 600 0.42 1.67 Bldg 82 10 100 1000 0.69 2.78 III Bldg 83 3 100 300 0.21 0.83 Bldg 84 2 100 200 0.14 0.56 - Bldg 85 3 100 300 0.21 0.83 Bldg 86 3 100 300 0.21 0.83 • Bldg 87 2 100 200 0.14 0.56 Bldg 88 6 100 600 0.42 1.67 - Bldg 89 5 100 500 0.35 1.39 Bldg 90 3 100 300 0.21 0.83 • Bldg 91 1 100 100 0.07 0.28 Bldg 92 1 100 100 0.07 0.28 • Bldg 93 3 100 300 0.21 0.83 Bldg 94 3 100 300 0.21 0.83 Bldg 95 2 100 200 0.14 0.56 • Bldg 96 5 100 500 0.35 1.39 Bldg 97 5 100 500 0.35 1.39 ICI - Bldg 98 3 100 300 0.21 0.83 Bldg 99 3 100 300 0.21 0.83 is Bldg 100 3 100 300 0.21 0.83 Bldg 101 6 100 600 0.42 1.67 - Bldg 102 4 100 400 0.28 1.11 Bldg 103 3 100 300 021 0.83 Bldg 104 5 100 500 0. 35 1.39 III Bidg 105 4 100 400 0.28 1.11 Bldg 106 1 100 100 0.07 0.28 III Bldg 107 1 100 100 0.07 0.28 Bldg 108 1 100 100 0.07 0.28 • Bldg 109 6 100 600 0.42 1.67 Bldg 110 8 100 800 0.56 2.22 - Bldg 111 6 100 600 0.42 1.67 Bldg 112 8 100 800 0.56 2.22 - Bldg 113 6 100 600 0.42 1.67 Bldg 114 4 100 400 0.28 1.11 . Bldg 115 4 100 400 0.28 1.11 Bldg 116 6 100 600 0.42 1.67 Bldg 117 3 100 300 0.21 0.83 • Bldg 118 4 100 400 0.28 1.11 Bldg 119 3 100 300 0.21 0.83 III Bldg 120 3 100 300 0.21 0.83 Bldg 121 3 100 300 021 0.83 - Bldg 122 3 100 300 0.21 0.83 Bldg 123 3 100 300 0.21 0.83 - Bldg 124 4 100 400 0.28 1.11 Bldg 125 3 100 300 0.21 0.83 III Bldg 126 1 100 100 0.07 0.28 Bldg 127 1 100 100 0.07 0.28 - Bldg 128 4 100 400 0.28 1.11 Bldg 129 2 100 200 0.14 0.56 Bldg 130 4 100 400 0.28 1.11 III Bldg 131 3 100 300 0.21 0.83 Bldg 132 4 100 400 0.28 1.11 - Bldg 133 3 100 300 0.21 0.83 Bldg 134 3 100 300 0.21 0.83 - Bldg 135 8 100 800 0.56 2.22 Bldg 136 8 100 800 0.56 2.22 • Bldg 137 8 100 800 0.56 2.22 Bldg 138 3 100 300 0.21 0.83 • Bldg 139 4 100 400 0.28 1.11 III , • • - - - • TABLE 1 - Water Line Demand Data - Cottage of College Station - Demands acres or unit demand avg demand avg demand pk demand . Description bedroom gpda or gpdc 90 9M 9Pm Bldg 140 5 100 500 0.35 1.39 III Bldg 141 2 100 200 0.14 0.56 Bldg 142 1 100 100 0.07 0.28 - Bldg 143 4 100 400 0.28 1.11 Bldg 144 2 100 200 0.14 0.56 Bldg 145 3 100 300 0.21 0.83 - Bldg 146 2 100 200 0.14 0.56 Bldg 147 2 100 200 0.14 0.56 - Bldg 148 10 100 1000 0.69 2.78 Bldg 149 10 100 1000 0.69 2.78 - Bldg 150 10 100 1000 0.69 2.78 Bldg 151 10 100 1000 0.69 2.78 III Bldg 152 10 100 1000 0.69 2.78 Bldg 153 10 100 1000 0.69 2.78 - Bldg 154 10 100 1000 0.69 2.78 Bldg 155 10 100 1000 0.69 2.78 III Bldg 156 10 100 1000 0.69 2.78 Bldg 157 10, 100 1000 0.69 2.78 Bldg 158 3 100 300 0.21 0.83 0 Bldg 159 3 100 300 0.21 0.83 Bldg 160 4 100 400 0.28 1.11 • Bldg 161 3 100 300 0.21 0.83 Bldg 162 3 100 300 0.21 0.83 - Bldg 163 2 100 200 0.14 0.56 Bldg 164 4 100 400 0.28 1.11 . Bldg 165 2 100 200 0.14 0.56 Bldg 166 4 100 400 0.28 1.11 • Bldg 167 2 100 200 0.14 0.56 Bldg 168 2 100 200 0.14 0.56 Bldg 169 5 100 500 0.35 1.39 0 Bldg 170 9 100 900 0.63 2.50 Bldg 171 9 100 900 0.63 2.50 - Bldg 172 3 100 300 0.21 0.83 Bldg 173 3 100 300 0.21 0.83 - Bldg 174 9 100 900 0.63 2.50 Bldg 175 9 100 900 0.63 2.50 - Bldg 176 9 100 900 0.63 2.50 Bldg 177 9 100 900 0.63 2.50 Bldg 178 9 100 900 0.63 2.50 • Bldg 179 9 100 900 0.63 2.50 Bldg 180 6 100 600 0.42 1.67 ill Bldg 181 6 100 600 0.42 1.67 Bldg 182 12 100 1200 0.83 3.33 - Bldg 183 12 100 1200 0.83 3.33 Bldg 184 12 100 1200 0.83 3.33 • Bldg 185 12 100 1200 0.83 3.33 Bldg 186 12 100 1200 0.83 3.33 • Bldg 187 12 100 1200 0.83 3.33 Bldg 188 9 100 900 0.63 2.50 1. • Bldg 189 9 100 900 0.63 2.50 Bldg 190 6 100 600 0.42 1.67 III Bldg 191 9 100 900 0.63 2.50 Bldg 192 12 100 1200 0.83 3.33 Bldg 193 12 100 1200 0.83 3.33 - Bldg 194 9 100 900 0.63 2.50 Bldg 195 6 100 600 0.42 1.67 - Bldg 196 6 100 600 0.42 1.67 Bldg 197 9 100 900 0.63 2.50 - Bldg 198 12 100 1200 0.83 3.33 Bldg 199 9 100 900 0.63 2.50 Bldg 200 3 100 300 0.21 0.83 - Bldg 201 3 100 300 0.21 0.83 - Bldg 202 9 100 900 0.63 2.50 Bldg 203 12 100 1200 0.83 3.33 Bldg 204 9 100 900 0.63 2.50 • Bldg 205 9 100 900 0.63 2.50 Bldg 206 3 100 300 0.21 0.83 • Bldg 207 3 100 300 0.21 0.83 Maint Bldg 1 100 100 0.07 0.28 - - - a - - flb • Table 2 • WATER LINE NODE DEMANDS - THE COTTAGES OF COLLEGE STATION - . Avg Water Pk Water Node Number Building Contributing to Segment Demands (gpm) Demands (gpm) . 59650 none 0.00 0.00 59651 Retail B-1 10.00 40.00 . 59428 174,175 1.25 5.00 59425 6 1.39 5.56 . 59489 7 1.39 5.56 59488 8,9 1.74 6.94 - 59484 10,11 1.74 6.94 59480 12,13 1.39 5.56 al 14,15,196,197,1 98 3.26 13.06 59476 199,200,201,202,62,63 2.08 8.33 - 59473 203,204 1.46 5.83 59444 64,65 0.28 1.11 - 59465 none 0.00 0.00 59496 10 ac future MF Al 37.08 148.33 59343 none 0.00 0.00 1111 59441 205, 206,207,138,139,137,61,60,59,58 4.17 16.67 . 59437 140,141,142,143 0.83 3.33 144,145 ,146,147,148,149,150,151,132,13 59440 3,134,135,136 5.21 20.83 59456 152,153,154,155 2.78 11.11 156, 157 ,158,159,160,161,162,163,164,18 . 59457 5, 166,120,121,122,123,124,125,126 4.72 18.89 59460 167, 168,169,maint,117,118,119,75,76 2.78 11.11 III 59537 73,74,77,78,79,118 3.47 13.89 59429 110,111,113,114,115,83,84,85 2.50 10.00 • 59432 86,87,88,96,97 1.46 5.83 59445 98,99,100,101,102,103,104,105 2.15 8.61 es 127,128 ,129,130,131,106,107,108,109,11 59449 2 2.15 8.61 . 59525 66 ,67,68,69,70,71,72,80,81,82 6.04 24.17 59517 41,42,46,47,48,49,50 3.96 15.83 . 59636 89,90,91,92,93,94,95 1.25 5.00 59521 27,28,29,30,31,32,33,51,52,53, 3.13 12.50 . 59605 54,55,56,57 2.50 10.00 59597 22,23,24,25,26,34,35,36 1.94 7.78 • 59577 20,21 0.42 1.67 59508 16,17 0.69 2.78 • 59500 18,19 0.56 2.22 59497 clubhouse 0.52 2.08 . 59516 39,40,44,45 2.78 11.11 59433 43 0.21 0.83 . 59461 37,38,195 1.81 7.22 59561 194,193 1.46 5.83 . 59588 190,191,192 1.88 7.50 59464 1/3 future MF A3 37.08 98.89 . 59569 3,4 1.74 6.94 59512 1 1.39 5.56 . 59541 170,171,172,173+6 ac future MF Al 23.92 95.67 59548 176,177.178,179,180 2.92 11.67 . 59436 187,188 1.46 5.83 59504 5 1.39 5.56 59560 189 0.63 2.50 • 59565 z 1.39 5.56 59552 181,182,183 2.08 8.33 III 59553 184,185,186 2.50 10.00 59564 none 0.00 0.00 - 59421 1/3 future MF A3 36.25 98.89 III - • TABLE 2 III III e • 0 0 Table 3 WATER LINE LENGTH DATA THE COTTAGES OF COLLEGE STATION • III III - Pipe Number From Node To Node Length (ft) Size (in) 4188 59650 59651 190 12 4186 59651 59428 65 12 - 4159 59428 59541 235 4 4130 59428 59425 205 12 III 4146 59425 59489 110 8 4169 59489 59488 190 6 • 4145 59488 59484 200 6 4144 59484 59480 105 6 - 4143 59480 59477 265 6 4172 59477 59476 220 6 - 4142 59476 59473 135 6 4141 59473 59444 45 6 • 4140 59444 59465 150 8 4184 59465 59496 341 8 4147 59496 59343 340 8 - 4134 59444 59441 110 8 - 4177 59441 59437 70 8 4176 59441 59605 280 8 - 4175 59605 59521 215 8 - 4154 59521 59517 190 8 4157 59517 59525 140 8 - 4155 59525 59537 295 8 4181 59537 59429 285 6 . 4179 59429 59449 240 6 4131 59429 59432 145 6 - 4182 59432 59636 75 6 4183 59636 59521 185 6 is 4135 59432 59445 240 6 4136 59445 59449 145 6 - 4180 59449 59456 140 8 4133 59437 59440 300 8 - 4137 59440 59456 280 8 4178 59456 59457 360 8 4138 59457 59460 380 6 ID 4158 59460 59537 165 8 4153 59517 59516 305 8 - 4152 59516 59433 150 8 4132 59433 59436 115 8 - 4170 59561 59588 151 4 4171 59436 59461 97 8 • 4187 59461 59564 57 8 4164 59564 59561 65 6 - 4139 59461 59464 180 8 4156 59433 59508 165 8 - 4168 59508 59577 75 6 4173 59577 59597 140 6 4174 59521 59597 230 6 - 4150 59508 59500 55 8 4149 59500 59504 80 8 - 4148 59500 59497 90 6 4163 59504 59560 90 6 - 4167 59504 59569 135 8 4166 59569 59565 190 8 - 4161 59565 59552 130 6 4162 59552 59553 200 4 - 4165 59565 59512 40 8 4160 59512 59548 295 4 4151 59512 59425 170 8 4189 59464 59421 436 8 III • • TABLE 3 III - 1 a so • a TABLE 4 • Building Size and Fire Hyrdrant Requirements • Interior Overall Fire FIow 8 Lot Type Sq. Feet 8 Stories Ht Reqd Hydrants - 1 5 Bed Manor Unit 7218 2 30' -8" 2250 2 2 5 Bed Manor Unit 7156 2 30' -8" 2250 2 3 5 Bed Manor Unit 7156 2 30' -8" 2250 2 4111 4 5 Bed Cottage 1789 2 30' -6" 1500 1 5 5 Bed Manor Unit 7218 2 30' -8" 2250 2 • 6 5 Bed Manor Unit 7218 2 30' -8" 2250 2 7 5 Bed Manor Unit 7156 2 30' -8" 2250 2 8 5 Bed Manor Unit 7156 2 30' -8" 2250 2 9 5 Bed Cottage 1789 2 30' -6" 1500 1 10 5 Bed Manor Unit 7218 2 30' -8" 2250 2 11 5 Bed Cottage 1789 2 30' -6" 1500 1 . 12 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 13 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 - 14 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 15 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 - 16 5 Bed Cottage 1789 2 30' -6" 1500 1 17 5 Bed Cottage 1789 2 30' -6" 1500 1 - 18 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 19 5 Bed Cottage 1789 2 30' -6" 1500 1 - 20 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 21 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 22 5 Bed Cottage 1789 2 30' -6" 1500 1 23 5 Bed Cottage 1789 2 30' -6" 1500 1 - 24 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 25 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 26 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 27 5 Bed Cottage 1789 2 30' -6" 1500 1 • 28 5 Bed Cottage 1789 2 30' -6" 1500 1 29 1 Bed Cottage 512 1 13' -8" 1500 1 • 30 1 Bed Cottage 512 1 13' -8" 1500 1 31 4 Bed Cottage 1451 2 22' -9" 1500 1 • 32 4 Bed Cottage 1451 2 22' -9" 1500 1 33 5 Bed Cottage 1789 2 30' -6" 1500 1 - 34 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 35 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 36 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 37 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 38 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 1111 39 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 40 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 41 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 42 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 • 43 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 44 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 • 45 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 46 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 - 47 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 48 4 Bed Cottage 1451 2 22' -9" 1500 1 - 49 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 50 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 - 51 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 52 4 Bed Duplex Unit 2950 2 22' -9" 1500 1 - 53 3 Bed Duplex Unit 2560 2 25'5" 1500 1 54 3 Bed Duplex Unit 2560 2 25'5" 1500 1 - 55 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 56 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 • 57 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 58 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 - 59 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 60 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 - 61 4 Bed Cottage 1451 2 22' -9" 1500 1 62 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 63 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 64 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 65 1 Bed Cottage 512 1 13' -8" 1500 1 66 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 67 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 111 68 5 Bed Cottage 1789 2 30' -6" 1500 1 411 69 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 0 • al • TABLE 4 - Building Size and Fire Hyrdrant Requirements Interior Overaf Fire Flow N • Lot Type Sq. Feet M Stories Ht Reqd Hydrants . 70 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 71 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 - 72 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 73 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 74 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 111/ 75 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 . 76 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 77 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 78 4 Bed Duplex Unit 2950 2 22' -9" 1500 1 411 79 3 Bed Duplex Unit 2560 2 25 1500 1 80 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 411 81 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 82 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 - 83 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 84 2 Bed Cottage 832 1 16' -2" 1500 1 - 85 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 86 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 87 2 Bed Cottage 832 1 16' -2" 1500 1 88 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 • 89 5 Bed Cottage 1789 2 30' -6" 1500 1 90 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 91 1 Bed Cottage 512 1 13' -8" 1500 1 92 1 Bed Cottage 512 1 13' -8" 1500 1 • 93 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 94 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 95 2 Bed Cottage 832 1 16' -2" 1500 1 96 5 Bed Cottage 1789 2 30' -6" 1500 1 - 97 5 Bed Cottage 1789 2 30' -6" 1500 1 98 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 99 3 Bed 2 Story Cottage 1280 2 ZS' -5" 1500 1 100 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 101 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 102 4 Bed Cottage 1451 2 22' -9" 1500 1 - 103 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 104 5 Bed Cottage 1789 2 30' -6" 1500 1 411 105 4 Bed Cottage 1451 2 22' -9" 1500 1 106 1 Bed Cottage 512 1 13' -8" 1500 1 107 1 Bed Cottage 512 1 13' -8" 1500 1 • 108 1 Bed Cottage 512 1 13' -8" 1500 1 109 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 411 110 4 Bed Duplex Unit 2950 2 22' -9" 1500 1 111 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 - 112 4 Bed Duplex Unit 2950 2 22' -9" 1500 1 113 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 • 114 4 Bed Cottage 1451 2 22' -9" 1500 1 115 4 Bed Cottage 1451 2 22' -9" 1500 1 - 116 3 Bed Duplex Unit 2560 2 25' -5" 1500 1 117 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 118 4 Bed Cottage 1451 2 22' -9" 1500 1 119 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 120 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 121 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 122 3 Bed 1 Story Cottage 1141 1 15' -2" 1500 1 123 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 124 4 Bed Cottage 1451 2 22' -9" 1500 1 125 3 Bed 1 Story Cottage 1141 1 15' -2" 1500 1 - 126 1 Bed Cottage 512 1 13' -8" 1500 1 127 1 Bed Cottage 512 1 13' -8" 1500 1 - 128 4 Bed Cottage 1451 2 22' -9" 1500 1 129 2 Bed Cottage 832 1 16' -2" 1500 1 - 130 4 Bed Cottage 1451 2 22' -9" 1500 1 131 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 132 4 Bed Cottage 1451 2 22' -9" 1500 1 133 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 134 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 135 4 Bed Duplex Unit 2950 2 22' -9" 1500 1 • 136 4 Bed Duplex Unit 2950 2 22' -9" 1500 1 137 4 Bed Duplex Unit 2950 2 22'-9" 1500 1 • 138 3 Bed 2 Story Cottage 1280 2 25' -5" _ 1500 1 111 ar e • a TABLE 4 w Building Size and Fire Hyrdrant Requirements - Interior Overall Fire Flow # Lot Type Sq Feet 8 Ht Reqd Hydrants • 139 4 Bed Cottage 1451 2 22' -9" 1500 1 140 5 Bed Cottage 1789 2 30' -6" 1500 1 - 141 2 Bed Cottage 832 1 16' -2" 1500 1 142 1 Bed Cottage 512 1 13' -8" 1500 1 143 4 Bed Cottage 1451 2 22' -9" 1500 1 1 II) 144 2 Bed Cottage 832 1 16' -2" 1500 1 145 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 • 146 2 Bed Cottage 832 1 16' -2" 1500 1 147 2 Bed Cottage 832 1 16' -2" 1500 1 148 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 149 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 150 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 151 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 • 152 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 153 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 • 154 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 155 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 • 156 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 157 5 Bed Duplex Unit 3668 2 30' -10" 1750 1 1 - 158 3 Bed 1 Story Cottage 1141 1 15' -2" 1500 1 159 3 Bed 1 Story Cottage 1141 1 15' -2" 1500 1 • 160 4 Bed Cottage 1451 2 22' -9" 1500 1 161 3 Bed 2 Story Cottage 1280 2 25' -5" 1500 1 - 162 3 Bed 1 Story Cottage 1141 1 15' -2" 1500 1 163 2 Bed Cottage 832 1 16'-2" 1500 1 • 164 4 Bed Cottage 1451 2 22' -9" 1500 1 165 2 Bed Cottage 832 1 16' -2" 1500 1 - 166 4 Bed Cottage 1451 2 22' -9" 1500 1 167 2 Bed Cottage 832 1 16' -2" 1500 1 - 168 2 Bed Cottage 832 1 16' -2" 1500 1 169 5 Bed Cottage 1789 2 30' -6" 1500 1 170 3 Bed Lodge Unit 3240 3 N/A 1500 1 171 3 Bed Lodge Unit 3240 3 N/A 1500 1 - 172 1 Bed Lodge Unit 1782 3 N/A 1500 1 173 1 Bed Lodge Unit 1782 3 N/A 1500 1 174 3 Bed Lodge Unit 3240 3 N/A 1500 1 • 175 3 Bed Lodge Unit 3240 3 N/A 1500 1 176 3 Bed Lodge Unit 3240 3 N/A 1500 1 111 177 3 Bed Lodge Unit 3240 3 N/A 1500 1 178 3 Bed Lodge Unit 3240 3 N/A 1500 1 411 179 3 Bed Lodge Unit 3240 3 N/A 1500 1 180 2 Bed Lodge Unit 2592 3 N/A 1500 1 - 181 2 Bed Lodge Unit 2592 3 N/A 1500 1 182 4 Bed Lodge Unit 4212 3 N/A 1500 1 • 183 4 Bed Lodge Unit 4212 3 N/A 1500 1 184 4 Bed Lodge Unit 4212 3 N/A 1500 1 - 185 4 Bed Lodge Unit 4212 3 N/A 1500 1 186 4 Bed Lodge Unit 4212 3 N/A 1500 1 - 187 4 Bed Lodge Unit 4212 3 N/A 1500 1 188 3 Bed Lodge Unit 3240 3 N/A 1500 1 - 189 3 Bed Lodge Unit 3240 3 N/A 1500 1 190 2 Bed Lodge Unit 2592 3 N/A 1500 1 • 191 3 Bed Lodge Unit 3240 3 N/A 1500 1 192 4 Bed Lodge Unit 4212 3 N/A 1500 1 • 193 4 Bed Lodge Unit 4212 3 N/A 1500 1 194 3 Bed Lodge Unit 3240 3 N/A 1500 1 - 195 2 Bed Lodge Unit 2592 3 N/A 1500 1 196 2 Bed Lodge Unit 2592 3 N/A 1500 1 - 197 3 Bed Lodge Unit 3240 3 N/A 1500 1 198 4 Bed Lodge Unit 4212 3 N/A 1500 1 • 199 3 Bed Lodge Unit 3240 3 N/A 1500 1 200 1 Bed Lodge Unit 1782 3 N/A 1500 1 201 1 Bed Lodge Unit 1782 3 N/A 1500 1 202 3 Bed Lodge Unit 3240 3 N/A 1500 1 - 203 4 Bed Lodge Unit 4212 3 N/A 1500 1 204 3 Bed Lodge Unit 3240 3 N/A 1500 1 - 205 3 Bed Lodge Unit 3240 3 N/A 1500 1 206 1 Bed Lodge Unit 1782 3 N/A 1500 1 - 207 1 Bed Lodge Unit 1782 3 N/A 1500 1 • r • EXHIBIT 3 • MikeNET Node Identifiers • I • I I • • ' .1884 ' 59420 _. •. 4111 1905 59419 _. 59342 • ' 59389 - - 1 59336 • 593/0 . 59370 • 51335 59387 5/330 59334 •59650 • •/ 59331 • 59333 59541 . 59386 59415 574 • 51392 57651 57385 67412 59414 59413 '57428 .59417 - ,579/9 .39384 59325 •59425 .59324 59548 • ' .59488 59512 59323 59383 59566 • al 59321 A 59321 ,594H 57569 •59552 X59372 59326 59988 ;59411 • 51943 59504 59553 • 59588 Sf477 5!497 . .59560 59561 5,508 59421 III •5950 ,59410 5943[ .57564 59577. • 53461 • - 59464 59496 '5 • . '59476 .59517 - 51516 59489 • - 59465 159573 151444 - ;57441 57685'59521.- 59517 159437 59525 • 1 59636 .59445 .51432 • .59448 :59449 559429 . .59537 • .5/456 • : 59460 • . 59457 III III • III III ID EXHIBIT 3 • III • III • a 0 EXHIBIT 4 • MikeNET Link Identifiers III • el III a III v 31j8 .4127 . II 4032 • III - - -- a 4106 • °2769 4126 % 6 j so O 0s o . . t2 .rB 4024 /04 ao • . 90 • g S 4119 a gp21 � . s y� 40 9 p 61 • 1 S y P ry 4117 4116 6115 - • bb y 401 P - • • f, 6 0 h ig 170 t:' Ptib�. Vjs 4 al y 4144 b b . .+ 0 P y • 1 , y p . yls PnO • j P v 1s6 °• s j]1 • PvO 4189 42. v • • N C I. . v. 4139 l8v yl • 4140 , i . ° .. ', A. X41 ! i, w • a , I 4176 4175 *1S 4 4177 7, • ' {T] ill .t" W .H III w 4135 a CO la a • in m 9 1,7 ] 4179 < 4181 I . 4180 II I �°. • m b _., 1]d 4138 III GI II • III III • EXHIBIT 4 el GI IIII III EXHIBIT 5A MikeNET Analysis Description: Steady State Analysis Peak Day without Cottages • Results - Pipes Number of Pipes: 84(Selection) Pipe Node Node • ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [Ws] [ft] ID 4034 59343 59320 10.000 24.117 130.000 - 193.086 -0.789 0.007 • 4081 59372 59383 8.000 41.505 130.000 - 237.977 -1.519 0.000 4082 59383 59384 8.000 122.704 130.000 - 237.977 -1.519 0.000 4083 59384 59417 8.000 52.182 130.000 - 237.977 -1.519 0.000 • 4084 59385 59386 12.000 191.702 130.000 - 483.675 -1.372 0.127 4085 59386 59650 12.000 132.302 130.000 - 496.975 -1.410 0.092 4086 59387 59370 12.000 181.268 130.000 - 735.972 -2.088 0.260 4087 59370 59388 12.000 74.027 130.000 - 735.972 -2.088 0.106 4088 59388 59389 12.000 204.664 130.000 - 735.972 -2.088 0.294 4089 59389 1905 12.000 71.223 130.000 - 736.912 -2.090 0.103 4112 59409 59410 8.000 163.477 130.000 - 139.087 -0.888 0.000 • 4113 59410 59411 8.000 223.500 130.000 - 139.087 -0.888 0.000 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 4115 59412 59413 12.000 197.971 130.000 - 237.977 - 0.675 0.035 4116 59413 59414 12.000 189.021 130.000 - 245.697 -0.697 0.036 4117 59414 59385 12.000 187.079 130.000 - 245.697 -0.697 0.035 • 4118 59412 59415 12.000 " 463.974 130.000 0.000 0.000 0.000 ID GI • EXHIBIT 5A ID II Pipe Node Node g Roughness Velocity ID 1 2 Diameter Length Rou hness ! Flow Veloci Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] 4119 59415 59416 12.000 205.281 130.000 0.000 0.000 0.000 4121 59416 6796 12.000 204.628 130.000 -0.000 -0.000 0.000 4122 59372 59421 8.000 491.944 130.000 237.977 1.519 0.000 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 4126 59419 59420 18.000 468.475 130.000 2213.289 -2.791 0.718 ID - 4128 59421 59409 8.000 384.941 130.000 - 139.087 - 0.888 0.000 4130 59425 59428 12.000 205.000 130.000 - 97.307 - 0.276 0.000 • 4131 59429 59432 6.000 145.000 130.000 - 12.638 - 0.143 0.000 4132 59433 59436 8.000 115.000 130.000 - 152.905 -0.976 0.000 4133 59437 59440 8.000 300.000 130.000 53.449 0.341 0.000 4134 59441 59444 8.000 110.000 130.000 - 89.349 -0.570 0.000 4135 59445 59432 6.000 240.000 130.000 - 10.108 -0.115 0.000 . 4136 59449 59445 6.000 145.000 130.000 -1.498 -0.017 0.000 4137 59440 59456 8.000 280.000 130.000 32.619 0.208 0.000 • 4138 59457 59460 6.000 380.000 130.000 -1.518 -0.017 0.000 • 4139 59461 59464 8.000 180.000 130.000 - 179.285 -1.144 0.000 • 4140 59465 59444 8.000 150.000 130.000 89.647 0.572 0.000 4141 59444 59473 8.000 45.000 130.000 -0.811 -0.005 0.000 4142 59473 59476 8.000 135.000 130.000 -6.642 -0.042 0.000 - 4143 59477 59480 8.000 265.000 130.000 - 28.032 -0.179 0.000 4144 59480 59484 8.000 105.000 130.000 - 33.592 -0.214 0.000 4145 59484 59488 8.000 200.000 130.000 - 40.532 -0.259 0.000 • 4146 59489 59425 8.000 110.000 130.000 - 53.032 -0.338 0.000 • • EXHIBIT 5A ID • • • Pipe Node Node Diameter Length Roughness Flow Velocity Headloss ID 1 2 ID [in] [ft] [millift] [gpm] [Ws] [ft] • 4147 59343 59496 8.000 340.000 130.000 0.000 0.000 0.000 4148 59497 59500 6.000 90.000 130.000 -2.080 - 0.024 0.000 4149 59500 59504 8.000 80.000 130.000 17.404 0.111 0.000 ID 4150 59500 59508 8.000 55.000 130.000 - 21.704 -0.139 0.000 ID • 4151 59425 59512 8.000 170.000 130.000 38.716 0.247 0.000 4152 59433 59516 8.000 150.000 130.000 88.622 0.566 0.000 4153 59517 59516 8.000 305.000 130.000 - 77.512 -0.495 0.000 111 4154 59521 59517 8.000 190.000 130.000 - 10.657 -0.068 0.000 • 4155 59525 59537 6.000 295.000 130.000 26.855 0.305 0.000 ID 4156 59508 59433 8.000 165.000 130.000 - 63.453 -0.405 0.000 ID 4157 59517 59525 8.000 140.000 130.000 51.025 0.326 0.000 • 4158 59537 59460 6.000 165.000 130.000 12.628 0.143 0.000 4159 59541 59428 4.000 220.000 130.000 - 95.670 -2.443 0.000 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.000 ID • 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.000 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.000 • 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.000 • 4165 59565 59512 8.000 40.000 130.000 - 21.485 -0.137 0.000 • 4166 59569 59565 8.000 190.000 130.000 2.404 0.015 0.000 4167 59504 59569 8.000 135.000 130.000 9.344 0.060 0.000 4168 59577 " 59508 6.000 75.000 130.000 - 38.969 -0.442 0.000 4169 59488 59489 8.000 190.000 130.000 - 47.472 -0.303 0.000 • 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.000 ID ID EXHIBIT 5A ID Pipe Node Node • ID 1 2 Diameter ! Length Roughness Flow Velocity Headloss 1 millift m ft /s [in] [ft] [ ] '; [gP ] [ ] [ft] 41111 4171 59436 59461 8.000 97.000 130.000 - 158.735 -1.013 4.000 • 4172 59476 59477 8.000 220.000 130.000 - 14.972 -0.096 0.000 ID 4173 59597 59577 6.000 140.000 ! 130.000 - 37.299 -0.423 0.000 4174 59521 59597 6.000 230.000 130.000 - 29.519 -0.335 0.000 • 4175 59605 59521 8.000 215.000 130.000 5.900 0.038 0.000 4176 59441 59605 8.000 280.000 130.000 15.900 0.101 0.000 • 4177 59437 59441 8.000 70.000 130.000 - 56.779 -0.362 0.000 • 4178 59456 59457 8.000 360.000 130.000 17.372 0.111 0.000 4179 59449 59429 6.000 240.000 130.000 -2.975 -0.034 0.000 4180 59456 59449 8.000 140.000 130.000 4.137 0.026 0.000 4181 59429 59537 6.000 285.000 130.000 -0.337 -0.004 0.000 • 4182 59432 59636 6.000 75.000 130.000 - 28.576 - 0.324 0.000 4183 59636 59521 6.000 185.000 130.000 - 33.576 -0.381 0.000 • 4184 59496 59465 8.000 341.000 130.000 89.647 0.572 0.000 • 4185 59650 59387 12.000 44.000 130.000 - 734.952 -2.085 0.063 • 4186 59428 59651 12.000 65.000 130.000 - 197.977 -0.562 0.000 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 4188 59651 59650 12.000 190.000 130.000 0.000 0.000 0.000 ID • 4189 59464 59421 8.000 436.000 130.000 - 278.175 -1.776 0.000 • • • • • r 11111 EXHIBIT 5A • - EXHIBIT 5B MikeNET Analysis Description: Steady State Analysis Peak Day without Cottages Results - Junctions IS Number of Junctions: 75(Selection) Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] - 59320 313.500 0.000 492.485 77.554 ID 59343 312.750 0.000 492.478 77.876 59370 312.000 0.000 492.896 78.382 41111 59372 326.000 0.000 - 53021088.0 - 22974178.0 59383 326.000 0.000 - 53021088.0 - 22974178.0 59384 325.000 0.000 - 53021088.0 - 22974178.0 59385 321.000 0.000 492.354 74.248 • 59386 320.000 13.300 492.480 74.736 • 59387 318.000 1.020 492.635 75.670 59388 304.000 0.000 493.002 81.895 59389 316.000 0.940 493.296 76.822 59409 328.500 0.000 - 53021088.0 - 22974180.0 • 59410 328.000 0.000 - 53021088.0 - 22974180.0 • 59411 327.000 98.890 - 53021088.0 - 22974180.0 !. - 59412 327.000 0.000 492.248 71.602 59413 324.000 7.720 492.283 72.917 59414 320.000 0.000 492.319 74.666 • 59415 328.000 0.000 497.306 73.360 EXHIBIT 5B • • • • • Junction ID Description Elevation ! Demand Grade Pressure ID [ft] [gpm] [ft] [psi] • 59416 327.000 0.000 497.306 73.794 59417 323.000 0.000 - 53021088.0 - 22974178.0 59419 317.914 6.000 493.895 76.252 • 59420 321.000 6.000 494.612 75.226 59421 327.250 98.890 - 53021088.0 - 22974180.0 • 59425 325.700 5.560 - 53021092.0 - 22974180.0 ID 59428 323.300 5.000 - 53021092.0 - 22974180.0 • 59429 339.200 10.000 - 53021092.0 - 22974186.0 59432 336.800 5.830 - 53021092.0 - 22974186.0 59433 332.000 0.830 - 53021092.0 - 22974184.0 • 59436 330.500 5.830 - 53021092.0 - 22974182.0 • 59437 326.700 3.330 - 53021092.0 ! - 22974180.0 • 59440 332.200 20.830 - 53021092.0 - 22974184.0 • 59441 328.000 16.670 - 53021092.0 - 22974182.0 • 59444 327.500 1.110 - 53021092.0 - 22974182.0 59445 336.200 8.610 - 53021092.0 - 22974184.0 59449 339.200 8.610 - 53021092.0 - 22974186.0 ID • 59456 340.000 11.110 - 53021092.0 - 22974186.0 59457 345.300 18.890 - 53021092.0 - 22974188.0 • 59460 341.500 11.110 - 53021092.0 - 22974188.0 ID 59461 331.000 7.220 - 53021088.0 - 22974180.0 • 59464 329.000 98.890 - 53021088.0 - 22974180.0 • 59465 322.500 0.000 - 53021092.0 - 22974178.0 59473 330.500 5.830 - 53021092.0 - 22974182.0 • ID • EXHIBIT 5B ID • • • fra Junction ID Description ! Elevation Demand Grade Pressure - [ft] [gpm] [ft] [psi] 59476 330.500 8.330 - 53021092.0 - 22974182.0 59477 326.500 113.060 - 53021092.0 - 22974180.0 • 59480 323.700 5.560 - 53021092.0 - 22974180.0 - 59484 324.500 6.940 - 53021092.0 - 22974180.0 • 59488 326.000 6.940 - 53021092.0 - 22974180.0 • 59489 325.700 5.560 - 53021092.0 - 22974180.0 59496 318.000 148.330 - 53021092.0 - 22974176.0 59497 328.800 2.080 - 53021092.0 - 22974182.0 59500 330.000 2.220 - 53021092.0 - 22974182.0 - 59504 329.300 5.560 - 53021092.0 - 22974182.0 - 59508 330.800 12.780 - 53021092.0 - 22974182.0 59512 326.600 5.560 - 53021092.0 - 22974180.0 59516 332.200 11.110 - 53021092.0 - 22974184.0 - 59517 334.000 15.830 - 53021092.0 - 22974184.0 59521 334.000 12.500 - 53021092.0 - 22974184.0 59525 336.800 24.170 - 53021092.0 - 22974186.0 • 59537 339.000 13.890 - 53021092.0 - 22974186.0 - 59541 320.700 95.670 - 53021092.0 - 22974178.0 59548 323.300 11.670 - 53021092.0 - 22974180.0 59552 329.200 8.330 - 53021092.0 - 22974182.0 59553 329.000 10.000 - 53021092.0 - 22974182.0 ID 59560 330.000 2.500 - 53021092.0 - 22974182.0 • 59561 331.500 5.830 - 53021088.0 - 22974182.0 59564 330.600 0.000 - 53021088.0 - 22974180.0 • EXHIBIT 5B • • Junction ID Description Elevation Demand Grade Pressure [ft] Igpml [ft] [psi] • 59565 327.000 5.560 - 53021092.0 - 22974180.0 59569 328.000 6.940 - 53021092.0 - 22974182.0 !. SI 59577 331.500 1.670 - 53021092.0 - 22974182.0 • 59588 328.900 7.500 - 53021088.0 - 22974180.0 59597 332.000 7.780 - 53021092.0 - 22974184.0 59605 332.000 10.000 - 53021092.0 - 22974184.0 • 59636 335.500 5.000 - 53021092.0 - 22974184.0 59650 319.000 0.000 492.572 75.209 • 59651 323.300 40.000 - 53021092.0 - 22974180.0 fib ID • • • • • • • r • • • fib EXHIBIT 5B fit ID • EXHIBIT 6A MikeNET Analysis ID Description: Steady State Analysis Peak Day with Cottages Results • Pipes ID Number of Pipes: 84(Selection) Pipe Node ! Node ID 2 Diameter Length i Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [Ws] [ft] ID 4034 59343 59320 10.000 24.117 130.000 - 145.405 -0.594 0.004 • 4081 59372 59383 8.000 41.505 130.000 - 99.546 -0.635 0.000 • 4082 59383 59384 8.000 122.704 130.000 - 99.546 -0.635 0.000 ft 4083 59384 59417 8.000 52.182 130.000 - 99.546 - 0.635 0.000 • 4084 59385 59386 12.000 191.702 130.000 - 206.812 -0.587 0.026 • 4085 59386 59650 12.000 132.302 130.000 - 220.112 -0.624 0.020 • 4086 59387 59370 12.000 181.268 130.000 - 577.524 -1.638 0.166 r • 4087 59370 59388 12.000 74.027 130.000 - 577.524 - 1.638 0.068 • 4088 59388 59389 12.000 204.664 130.000 - 577.524 -1.638 0.188 4089 59389 1905 12.000 71.223 130.000 - 578.464 -1.641 0.065 4112 59409 59410 8.000 163 .477 130.000 -0.656 -0.004 0.000 • 4113 59410 59411 8.000 223.500 130.000 -0.656 -0.004 0.000 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 4115 59412 59413 12.000 197.971 130.000 - 99.546 - 0.282 0.007 • lb 4116 59413 59414 12.000 189.021 130.000 - 107.266 -0.304 0.008 4117 59414 59385 12.000 187.079 130.000 - 107.266 -0.304 0.008 • 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 • EXHIBIT 6A GI • • • Pipe Node Node Diameter Length Roughness Flow Velocity !: Headloss ID 1 2 [in] [ft] 1millift] [gpm] [Ws] [ft] 4119 59415 59416 12.000 205.281 130.000 -0.000 -0.000 0.000 4121 59416 6796 12.000 204.628 + 130.000 - 0.001 -0.000 0.000 4122 59372 59421 8.000 491.944 130.000 99.546 0.635 0.000 a 4123 59417 59385 12.000 292.550 ! 130.000 0.000 0.000 0.000 . 4126 59419 59420 18.000 468.475 130.000 - 2035.461 -2.566 0.614 4127 59420 1887 18.000 868.701 130.000 - 2041.461 - 2.574 1.146 4128 59421 59409 8.000 384.941 130.000 -0.000 -0.000 0.000 4130 59425 59428 12.000 205.000 130.000 - 344.722 -0.978 0.072 4131 59429 59432 6.000 145.000 130.000 - 11.403 -0.129 0.003 4132 59433 59436 8.000 115.000 130.000 125.926 ' 0.804 0.045 4133 59437 59440 8.000 300.000 130.000 85.882 ' 0.548 0.058 • 4134 59441 59444 8.000 110.000 ! 130.000 - 194.366 -1.241 0.097 ✓ 4135 59445 59432 6.000 240.000 130.000 - 1.297 -0.015 0.000 4136 59449 59445 6.000 145.000 130.000 7.313 0.083 0.001 4137 59440 59456 8.000 280.000 130.000 65.052 0.415 0.032 O 4138 59457 59460 6.000 380.000 130.000 8.672 0.098 0.004 4139 59461 59464 8.000 180.000 130.000 0.000 ! 0.000 0.000 4140 59465 59444 8.000 150.000 130.000 121.064 0.773 0.055 • 4141 59444 59473 8.000 45.000 130.000 - 74.412 -0.475 0.007 4142 59473 59476 8.000 135.000 130.000 - 80.242 -0.512 0.023 4143 59477 59480 8.000 265.000 130.000 - 101.632 -0.649 0.070 • 4144 59480 59484 8.000 105.000 130.000 - 107.192 -0.684 0.031 4145 59484 59488 8.000 200.000 130.000 - 114.132 -0.728 0.066 4146 59489 59425 8.000 110.000 130.000 ! - 126.632 -0.808 0.044 r _ EXHIBIT 6A • • • • • • • • Pipe Node Node • ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] [millift] [gpm] [ft/s] [ft] • 4147 59343 59496 8.000 340.000 130.000 121.064 0.773 0.124 • 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 • 4149 59500 59504 8.000 80.000 130.000 - 156.410 -0.998 0.047 • 4150 59500 59508 8.000 55.000 130.000 152.110 0.971 0.031 • 4151 59425 59512 8.000 170.000 130.000 212.530 1.357 0.176 • 4152 59433 59516 8.000 150.000 130.000 -7.192 0.046 0.000 4111 4153 59517 59516 8.000 305.000 130.000 18.302 0.117 0.003 • 4154 59521 59517 8.000 190.000 130.000 62.770 0.401 0.021 • 4155 59525 59537 6.000 295.000 130.000 4.468 0.051 0.001 • 4156 59508 59433 8.000 165.000 130.000 119.564 0.763 0.059 • 4157 59517 59525 8.000 140.000 130.000 28.638 0.183 0.004 • • 4158 59537 59460 6.000 165.000 130.000 2.438 0.028 0.000 • 4159 59541 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 • 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 • • 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 • 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 • 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 11111 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 • 4165 59565 59512 8.000 40.000 130.000 - 195.300 -1.247 0.035 • 4166 59569 59565 8.000 190.000 130.000 - 171.410 -1.094 0.132 • 4167 59504 59569 8.000 135.000 130.000 - 164.470 -1.050 0.087 • • 4168 59577 59508 6.000 75.000 130.000 - 29.766 -0.338 0.008 • 4169 59488 59489 8.000 190.000 130.000 - 121.072 -0.773 0.070 • 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 • • EXHIBIT 6A • • • • • • • • Pipe Node Node • ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] [millift] [gpm] [ft /s] [ft] • 4171 59436 59461 8.000 97.000 130.000 120.096 0.767 0.035 4172 59476 59477 8.000 220.000 130.000 - 88.572 -0.565 0.045 4173 59597 59577 6.000 140.000 130.000 - 28.096 - 0.319 0.014 - 4174 59521 59597 6.000 230.000 130.000 - 20.316 -0.231 0.013 • - 4175 59605 59521 8.000 215.000 130.000 78.484 0.501 0.035 • 4176 59441 59605 8.000 280.000 130.000 88.484 0.565 0.057 4177 59437 59441 8.000 70.000 130.000 - 89.212 -0.569 0.015 • 4178 59456 59457 8.000 360.000 130.000 27.562 0.176 0.008 • 4179 59449 59429 6.000 240.000 130.000 10.457 0.119 0.004 4180 59456 59449 8.000 140.000 130.000 26.380 0.168 0.003 • 4181 59429 59537 6.000 285.000 130.000 11.860 0.135 0.006 • • 4182 59432 59636 6.000 75.000 130.000 - 18.530 -0.210 0.003 • 4183 59636 59521 6.000 185.000 130.000 - 23.530 -0.267 0.013 411 4184 59496 59465 8.000 341.000 130.000 121.064 0.773 0.125 • • 4185 59650 59387 12.000 44.000 130.000 - 576.504 - 1.635 0.040 4186 59428 59651 12.000 65.000 130.000 - 356.392 -1.011 0.024 • 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 • 4188 59651 59650 12.000 190.000 130.000 - 356.392 - 1.011 0.071 • • 4189 59464 59421 8.000 436.000 130.000 0.656 0.004 0.000 • • • • • • • • EXHIBIT 6A • • • • • EXHIBIT 6B • MikeNET Analysis • Description: Steady State Analysis Peak Day with Cottages • Results - Junctions Number of Junctions: 75(Selection) Junction ID Description Elevation !, Demand Grade Pressure • [ft] [gpm] [ft] [psi] • 59320 313.500 0.000 493.821 78.133 59343 312.750 0.000 493.817 78.456 ID 59370 312.000 0.000 494.242 78.965 • 59372 326.000 0.000 - 22178438.0 - 9610058.00 59383 326.000 0.000 - 22178438.0 - 9610058.00 in 59384 325.000 0.000 - 22178438.0 - 9610058.00 • 59385 321.000 0.000 493.989 74.956 • 59386 320.000 13.300 494.015 75.401 59387 318.000 1.020 494.076 76.294 59388 304.000 0.000 494.310 82.461 • 59389 316.000 0.940 494.497 77.343 • 59409 328.500 0.000 - 22178438.0 - 9610060.00 • 59410 328.000 0.000 - 22178438.0 - 9610059.00 • 59411 327.000 98.890 - 22178438.0 - 9610059.00 • 59412 327.000 0.000 493.967 72.347 59413 324.000 7.720 493.974 73.650 59414 320.000 0.000 493.981 75.386 1 • 59415 328.000 0.000 498.017 73.668 • - EXHIBIT 6B • • 1• Junction ID Description Elevation Demand Grade Pressure i [ft] [gpm] [ft] [psi] 59416 327.000 0.000 498.017 74.101 59417 323.000 0.000 - 22178438.0 - 9610057.00 59419 317.914 6.000 494.988 76.726 i 59420 321.000 6.000 495.602 75.655 • 59421 327.250 98.890 - 22178438.0 - 9610059.00 59425 325.700 5.560 493.868 72.867 • 59428 323.300 5.000 493.940 73.938 59429 339.200 10.000 493.304 66.773 59432 336.800 5.830 493.307 67.814 59433 332.000 0.830 493.299 69.891 4 - 59436 330.500 5.830 493.254 70.521 lb 59437 326.700 3.330 493.402 72.232 59440 332.200 20.830 493.344 69.823 59441 328.000 16.670 493.416 71.675 59444 327.500 1.110 493.513 71.933 59445 336.200 8.610 493.307 68.074 59449 339.200 8.610 493.308 66.775 - 59456 340.000 11.110 493.311 66.430 ID 59457 345.300 18.890 493.303 64.130 59460 341.500 11.110 493.298 65.774 - 59461 331.000 7.220 493.219 70.290 59464 329.000 98.890 - 22178438.0 - 9610060.00 59465 322.500 0.000 493.568 74.124 • 59473 330.500 5.830 493.520 70.636 • - EXHIBIT 6B ID 1 � i • • • • Junction ID Description Elevation Demand Grade Pressure • [ft] [gpm] [ft] [psi] i 59476 330.500 8.330 493.543 70.646 i 59477 326.500 13.060 493.588 72.399 ID 59480 323.700 5.560 493.658 73.643 • 59484 324.500 6.940 493.689 73.309 i 59488 326.000 " 6.940 493.754 72.688 i 59489 325.700 5.560 493.824 72.848 i 59496 318.000 0.000 493.693 76.128 i 59497 328.800 2.080 493.389 71.316 i 59500 330.000 2.220 493.389 70.796 i 59504 329.300 5.560 493.436 71.120 • - 59508 330.800 2.780 493.358 70.437 i 59512 326.600 5.560 493.691 72.401 i 59516 332.200 11.110 493.300 69.804 i 59517 334.000 15.830 493.303 69.026 i 59521 334.000 12.500 493.324 69.035 i 59525 336.800 24.170 493.299 67.811 i 59537 339.000 13.890 493.299 66.858 i 59541 320.700 6.670 493.929 75.060 i 59548 323.300 11.670 493.650 73.812 i 59552 329.200 8.330 493.650 71.256 59553 329.000 10.000 493.629 71.334 i 59560 330.000 2.500 493.436 70.817 i 59561 331.500 5.830 493.217 70.072 i 59564 330.600 0.000 493.219 70.463 • • i EXHIBIT 6B • 111 Junction ID Description Elevation Demand Grade Pressure fID [ft] [gpm] [ft] [psi] 59565 327.000 5.560 493.656 72.212 59569 328.000 6.940 493.523 71.721 59577 331.500 1.670 493.350 70.130 • 59588 328.900 7.500 493.208 71.195 59597 332.000 7.780 493.336 69.907 59605 332.000 10.000 493.359 69.917 • 59636 335.500 5.000 493.310 68.379 59650 319.000 0.000 494.035 75.843 • 59651 323.300 0.000 493.964 73.949 • • • ft ft • • GI • • • • • • • • - EXHIBIT 6B • - EXHIBIT 7A MikeNET Analysis Description: Peak Day with Cottages & Fireflow at Node 59517 • Results - Pipes • Number of Pipes: 84(Selection) • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss - [in] [ft] [millift] [gpm] [Ws] [ft] 2789 1905 59419 18.000 325.541 130.000 - 2998.082 -3.780 0.875 4034 59343 59320 10.000 24.117 130.000 - 430.331 -1.758 0.031 4081 59372 59383 8.000 41.505 130.000 - 98.890 - 0.631 0.000 . 4082 59383 59384 8.000 122.704 130.000 - 98.890 - 0.631 0.000 4083 59384 59417 8.000 52.182 130.000 - 98.890 -0.631 0.000 4084 59385 59386 12.000 191.702 130.000 - 205.500 -0.583 0.026 4085 59386 59650 12.000 132.302 130.000 - 218.800 -0.621 0.020 4086 59387 59370 12.000 181.268 130.000 - 1523.779 -4.323 1.002 4087 59370 59388 12.000 74.027 130.000 - 1523.779 -4.323 0.409 4088 59388 59389 12.000 204.664 130.000 - 1523.779 - 4.323 1.131 - 4089 59389 1905 12.000 71.223 130.000 - 1524.719 -4.325 0.394 4112 59409 59410 8.000 163 130.000 -0.000 -0.000 0.000 4113 59410 59411 8.000 223.500 130.000 -0.000 - 0.000 0.000 . 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 4115 59412 59413 12.000 197.971 130.000 - 98.890 -0.281 0.007 4116 59413 59414 12.000 189.021 130.000 - 106.610 -0.302 0.008 4117 59414 59385 12.000 187.079 130.000 - 106.610 -0.302 0.007 - 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 G I • EXHIBIT 7A I/ ID ID Pipe Node Node ID 1 2 Diameter : Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [Ws] [ft] 4119 59415 59416 12.000 205.281 130.000 0.000 0.000 0.000 4121 59416 6796 12.000 204.628 130.000 -0.000 - 0.000 0.000 4122 59372 59421 8.000 491.944 130.000 98.890 0.631 0.000 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 - 4126 59419 59420 18.000 468.475 130.000 - 3004.082 -3.788 1.263 ID 4127 59420 1887 18.000 868.701 ! 130.000 - 3010.082 -3.795 2.352 • 4128 59421 59409 8.000 384.941 ! 130.000 -0.000 -0.000 0.000 4130 59425 59428 12.000 205.000 130.000 - 1292.289 -3.666 0.835 4131 59429 59432 6.000 145.000 130.000 - 15.884 -0.180 0.005 4132 59433 59436 8.000 115.000 130.000 125.270 ! 0.800 0.045 4133 59437 59440 8.000 300.000 130.000 440.870 2.814 1.202 • - 4134 59441 59444 8.000 110.000 130.000 - 1045.710 -6.675 2.183 4135 59445 59432 6.000 240.000 130.000 100.446 1.140 0.252 11111 4136 59449 59445 6.000 145.000 130.000 109.056 1.237 0.178 4137 59440 59456 8.000 280.000 130.000 420.040 2.681 1.026 IA 4138 59457 59460 6.000 380.000 130.000 137.611 1.561 0.716 4139 59461 59464 8.000 180.000 130.000 0.000 0.000 0.000 4140 59465 59444 8.000 150.000 130.000 672.841 4.295 1.315 - 4141 59444 59473 8.000 45.000 130.000 - 373.979 -2.387 0.133 4142 59473 59476 8.000 135.000 130.000 - 379.809 -2.424 0.411 4143 59477 59480 8.000 265.000 130.000 - 401.199 -2.561 0.892 4144 59480 59484 8.000 105.000 130.000 - 406.759 -2.596 0.363 4145 59484 59488 8.000 200.000 130.000 - 413.699 -2.641 0.712 4146 59489 59425 8.000 110.000 130.000 - 426.199 -2.720 0.414 EXHIBIT 7A • • • • • Pipe Node Node • ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] • 4147 59343 59496 8.000 340.000 130.000 672.841 4.295 2.981 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 • 4149 59500 59504 8.000 80.000 130.000 - 804.410 -5.134 0.977 • 4150 59500 59508 8.000 55.000 130.000 800.110 5.107 0.665 • 4151 59425 59512 8.000 170.000 130.000 860.530 5.493 2.351 • 4152 59433 59516 8.000 150.000 130.000 498.811 3.184 0.756 4153 59517 59516 8.000 305.000 130.000 - 487.701 -3.113 1.474 • • 4154 59521 59517 8.000 190.000 130.000 799.041 5.100 2.291 • 4155 59525 59537 6.000 295.000 130.000 - 253.258 - 2.874 1.720 • 4156 59508 59433 8.000 165.000 130.000 624.911 3.989 1.262 411111 4157 59517 59525 8.000 140.000 130.000 - 229.088 -1.462 0.167 • 4158 59537 59460 6.000 165.000 130.000 - 126.501 -1.435 0.266 • 4159 59541 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 • • 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 • 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 • 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 • 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 • • 4165 59565 59512 8.000 40.000 130.000 - 843.300 -5.383 0.533 • 4166 59569 59565 8.000 190.000 130.000 - 819.410 - 5.230 2.400 • 4167 59504 59569 8.000 135.000 130.000 - 812.470 -5.186 1.679 • • 4168 59577 59508 6.000 75.000 130.000 - 172.419 -1.956 0.215 • 4169 59488 59489 8.000 190.000 130.000 - 420.639 -2.685 0.698 • 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 • • • EXHIBIT 7A • • 11111 Pipe Node Node ID 1 2 Diameter : Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [Ws] [ft] 4171 59436 59461 8.000 97.000 130.000 119.440 0.762 0.034 • 4172 59476 59477 8.000 220.000 130.000 - 388.139 -2.477 0.696 4173 59597 59577 6.000 140.000 130.000 - 170.749 -1.938 0.393 ID 411 4174 59521 59597 6.000 230.000 130.000 - 162.969 -1.849 0.593 - 4175 59605 59521 8.000 215.000 130.000 574.840 3.669 1.409 4176 59441 59605 8.000 280.000 130.000 584.840 3.733 1.894 4177 i 59437 59441 8.000 70.000 130.000 - 444.200 ! -2.835 0.284 4178 59456 59457 8.000 360.000 130.000 156.501 0.999 0.212 • 4179 ' 59449 ` 59429 6.000 240.000 130.000 134.763 1.529 0.435 • 4180 59456 59449 8.000 140.000 ' 130.000 252.429 1.611 0.200 4181 59429 59537 6.000 285.000 130.000 140.647 1.596 0.559 - 4182 59432 59636 6.000 75.000 130.000 78.732 0.893 0.050 4183 59636 59521 6.000 185.000 130.000 73.732 0.837 0.110 4184 59496 59465 8.000 341.000 130.000 672.841 4.295 2.990 4185 59650 59387 12.000 44.000 130.000 - 1522.759 -4.320 0.243 lb 4186 59428 59651 12.000 65.000 130.000 . - 1303.959 -3.699 0.269 • 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 • 4188 59651 59650 12.000 190.000 130.000 - 1303.959 -3.699 0.787 4189 59464 59421 8.000 436.000 130.000 -0.000 -0.000 0.000 • GI • • EXHIBIT 7A • . EXHIBIT 7B 1111 MikeNET Analysis • Description: Peak Day with Cottages & Fireflow at Node 59517 ID - Results - Junctions - Number of Junctions: 75(Selection) Junction ID Description Elevation Demand Grade Pressure ID [ft] [gpm] [ft] [psi] 59320 313.500 0.000 485.723 74.624 59343 312.750 0.000 485.692 74.936 • 59370 312.000 0.000 485.861 75.334 59372 326.000 0.000 - 22032306.0 - 9546739.00 59383 326.000 0.000 - 22032306.0 - 9546739.00 • 59384 325.000 0.000 - 22032306.0 - 9546739.00 59385 321.000 0.000 484.570 70.875 • 59386 320.000 13.300 484.596 71.320 59387 318.000 1.020 484.859 72.300 • - 59388 304.000 0.000 486.270 78.978 59389 316.000 0.940 487.402 74.268 59409 328.500 0.000 - 22032306.0 - 9546741.00 • 59410 328.000 0.000 - 22032306.0 - 9546740.00 59411 327.000 98.890 - 22032306.0 - 9546740.00 59412 327.000 0.000 484.549 68.266 - 59413 324.000 7.720 484.555 69.569 - 59414 320.000 0.000 484.563 71.305 59415 328.000 0.000 494.061 71.954 • • EXHIBIT 7B • • • • •_ Junction ID Description ; Elevation ! Demand Grade Pressure [ft] [gpm] [ft] [psi] • • 59416 327.000 0.000 494.061 72.388 • 59417 323.000 0.000 - 22032306.0 - 9546738.00 • 59419 317.914 6.000 488.671 73.989 • • 59420 321.000 6.000 489.934 73.199 • 59421 327.250 98.890 - 22032306.0 - 9546740.00 • 59425 325.700 5.560 482.724 68.039 • • 59428 323.300 5.000 483.560 69.440 • 59429 339.200 10.000 473.075 58.008 • 59432 336.800 5.830 473.080 59.050 • 59433 332.000 0.830 472.859 61.034 • • 59436 330.500 5.830 472.814 61.665 • 59437 326.700 3.330 475.938 64.665 • 59440 332.200 20.830 474.736 61.761 • • 59441 328.000 16.670 476.223 64.225 • 59444 327.500 1.110 478.405 65.387 • 59445 336.200 8.610 473.333 59.420 • 59449 339.200 8.610 473.510 58.197 • 59456 340.000 11.110 473.710 57.936 • 59457 345.300 18.890 473.498 55.548 • 59460 341.500 11.110 472.782 56.885 • • 59461 331.000 7.220 472.780 61.433 • 59464 329.000 98.890 - 22032306.0 - 9546741.00 • 59465 322.500 0.000 479.720 68.124 • 59473 330.500 5.830 478.538 64.145 • ' • • EXHIBIT 7B • • • Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] • 59476 330.500 8.330 478.949 64.323 • 59477 326.500 13.060 479.645 66.358 59480 323.700 5.560 480.537 67.957 • 59484 324.500 6.940 480.900 67.768 • 59488 326.000 6.940 481.612 67.427 • 59489 325.700 5.560 482.310 67.859 59496 318.000 0.000 482.710 71.369 59497 328.800 2.080 474.785 63.255 • 59500 330.000 2.220 474.785 62.735 l i 411 59504 329.300 5.560 475.762 63.462 • 59508 330.800 2.780 474.121 62.101 59512 326.600 5.560 480.373 66.630 59516 332200 11.110 472.103 60.620 ID • 59517 334.000 1515.830 470.630 59.202 59521 334.000 12.500 472.920 60.194 • 59525 336.800 24.170 470.797 58.061 59537 339.000 13.890 472.516 57.853 • 59541 320.700 6.670 483.549 70.562 59548 323.300 11.670 480.332 68.042 59552 329.200 8.330 479.834 65.270 • • 59553 329.000 10.000 479.813 65.347 • 59560 330.000 2.500 475.762 63.159 59561 331.500 5.830 472.778 61.216 59564 330.600 0.000 472.779 61.606 • • EXHIBIT 7B • • • • • • • • Junction ID Description ' Elevation Demand Grade Pressure • [ft] [gpm] [ft] [psi] • 59565 327.000 5.560 479.840 66.226 • 59569 328.000 6.940 477.440 64.752 ID 59577 331.500 1.670 473.906 61.705 • 59588 328.900 7.500 472.768 62.338 • 59597 332.000 7.780 473.513 61.317 • 59605 332.000 10.000 474.329 61.671 • • 59636 335.500 5.000 473.030 59.592 • 59650 319.000 0.000 484.616 71.761 • 59651 323.300 0.000 483.829 69.557 • • • • • • • • • • • • • • • • • • • • • • EXHIBIT 7113 • • • • • - EXHIBIT 8A MikeNET Analysis ID Description: Peak Day with Cottages & Fireflow at Node 59512 Results - Pipes Number of Pipes: 84(Selection) Pipe Node Node - ID 1 2 Diameter Length Roughness ; Flow Velocity Headloss • - [in] [ft] [millift] [gpm] [ft /s] [ft] 4034 59343 59320 10.000 24.117 130.000 - 351.867 -1.437 0.021 4081 59372 59383 8.000 41.505 130.000 - 98.893 -0.631 0.000 4082 59383 59384 8.000 122.704 130.000 - 98.893 - 0.631 0.000 - 4083 59384 59417 8.000 52.182 130.000 - 98.893 -0.631 0.000 4084 59385 59386 12.000 191.702 130.000 - 205.505 -0.583 0.026 4085 59386 59650 12.000 132.302 130.000 - 218.805 - 0.621 0.020 - 4086 59387 59370 12.000 181.268 130.000 - 1653.559 -4.691 1.166 4087 59370 59388 12.000 74.027 130.000 - 1653.559 -4.691 0.476 4088 59388 59389 12.000 204.664 130.000 - 1653.559 -4.691 1.317 4089 59389 1905 12.000 71.223 130.000 - 1654.499 - 4.693 0.459 4112 59409 59410 8.000 163.477 130.000 -0.002 -0.000 0.000 4113 59410 59411 8.000 223.500 130.000 -0.003 -0.000 0.000 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 - 4115 59412 59413 12.000 197.971 130.000 - 98.893 - 0.281 0.007 4116 59413 59414 12.000 189.021 130.000 - 106.613 - 0.302 0.008 4117 59414 59385 12.000 187.079 130.000 - 106.613 -0.302 0.008 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 4119 59415 59416 12.000 205.281 130.000 0.000 0.000 0.000 EXHIBIT 8A • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [Ws] [ft] 4121 59416 6796 12.000 204.628 130.000 -0.000 -0.000 0.000 4122 59372 59421 8.000 491.944 130.000 98.893 0.631 0.000 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 • 4126 59419 59420 18.000 468.475 130.000 - 3009.576 -3.794 1.268 • 4127 59420 1887 18.000 868.701 130.000 - 3015.576 -3.802 2.360 4128 59421 59409 8.000 384.941 130.000 0.001 0.000 0.000 4130 59425 59428 12.000 205.000 130.000 - 1422.064 - 4.034 0.997 4131 59429 59432 6.000 145.000 130.000 16268 0.185 0.005 4132 59433 59436 8.000 115.000 130.000 125.273 0.800 0.045 4133 59437 59440 8.000 300.000 130.000 267.043 1.704 0.475 4134 59441 59444 8.000 110.000 130.000 - 645.185 -4.118 0.892 - 4135 59445 59432 6.000 240.000 130.000 56.731 0.644 0.088 4136 59449 59445 6.000 145.000 130.000 65.341 0.741 0.069 4137 59440 59456 8.000 280.000 130.000 246.213 1.572 0.382 4138 59457 59460 6.000 380.000 130.000 66.108 0.750 0.184 4139 59461 59464 8.000 180.000 130.000 0.000 0.000 0.000 4140 59465 59444 8.000 150.000 130.000 543.068 3.466 0.884 1111 4141 59444 59473 8.000 45.000 130.000 - 103.226 -0.659 0.012 - 4142 59473 59476 8.000 135.000 130.000 - 109.056 -0.696 0.041 4143 59477 59480 8.000 265.000 130.000 - 130.446 -0.833 0.111 4144 59480 59484 8.000 105.000 130.000 - 136.006 -0.868 0.048 4145 59484 59488 8.000 200.000 130.000 - 142.946 -0.912 0.100 4146 59489 59425 8.000 110.000 130.000 - 155.446 -0.992 0.064 4147 59343 59496 8.000 340.000 130.000 543.068 3.466 2.005 • ID EXHIBIT 8A • ID • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss � [in] [ft] [millift] [gpm] [Ws] [ft] 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 4149 59500 59504 8.000 80.000 130.000 295.062 1.883 0.152 4150 59500 59508 8.000 55.000 130.000 - 299.362 -1.911 0.108 • 4151 59425 59512 8.000 170.000 130.000 1261.058 8.049 4.772 • 4152 59433 59516 8.000 150.000 130.000 - 273.363 1.745 0.248 • 4153 59517 59516 8.000 305.000 130.000 284.473 1.816 0.543 4154 59521 59517 8.000 190.000 130.000 233.480 1.490 0.235 4155 59525 59537 6.000 295.000 130.000 - 90.993 -1.033 0.258 4156 59508 59433 8.000 165.000 130.000 - 147.261 -0.940 0.087 4157 59517 59525 8.000 140.000 130.000 - 66.823 -0.427 0.017 4158 59537 59460 6.000 165.000 130.000 - 54.998 -0.624 0.057 • 4159 59541 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.041 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 ID • 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 • 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 - 4165 59565 59512 8.000 40.000 130.000 256.172 1.635 0.059 • 4166 59569 59565 8.000 190.000 130.000 280.062 1.788 0.329 • 4167 59504 59569 8.000 135.000 130.000 287.002 1.832 0.244 4168 59577 59508 6.000 75.000 130.000 154.881 1.757 0.176 4169 59488 59489 8.000 190.000 130.000 - 149.886 -0.957 0.103 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 4171 59436 59461 8.000 97.000 130.000 119.443 0.762 0.035 EXHIBIT 8A ID Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss ID [in] [ft] Imi!lift] [gpm] [Ws] [ft] 4172 59476 59477 8.000 220.000 130.000 - 117.386 -0.749 0.076 4173 59597 59577 6.000 140.000 !! 130.000 156.551 1.776 0.335 4174 59521 59597 6.000 230.000 130.000 164.331 1.865 0.602 4175 59605 59521 8.000 215.000 130.000 348.142 2.222 0.556 • 4176 59441 59605 8.000 280.000 130.000 358.142 2.286 0.764 4177 59437 59441 8.000 70.000 130.000 - 270.372 - 1.726 0.113 • 4178 59456 59457 8.000 360.000 130.000 84.998 0.543 0.068 4179 59449 59429 6.000 240.000 130.000 76.154 0.864 0.151 4180 59456 59449 8.000 140.000 130.000 150.105 0.958 0.076 4181 59429 59537 6.000 285.000 ! 130.000 49.886 0.566 0.082 4182 59432 59636 6.000 75.000 130.000 67.169 0.762 0.037 - 4183 59636 59521 6.000 185.000 130.000 62.169 0.705 0.080 4184 59496 59465 8.000 341.000 130.000 543.068 3.466 2.011 4185 59650 59387 12.000 44.000 130.000 - 1652.539 -4.688 0.283 • 4186 59428 59651 12.000 65.000 130.000 - 1433.734 -4.067 0.321 • 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 4188 59651 59650 12.000 190.000 130.000 - 1433.734 -4.067 0.939 4189 59464 59421 8.000 436.000 130.000 0.003 0.000 0.000 4 II • • • - EXHIBIT 8A ID • • • • • • • EXHIBIT 8B • MikeNET Analysis • • Description: Peak Day with Cottages & Fireflow at Node 59512 • • Results - Junctions • Number of Junctions: 75(Selection) • Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] • I l i • 59320 313.500 0.000 486.186 74.825 • 59343 312.750 0.000 486.164 75.140 • 59370 312.000 0.000 485.525 75.188 411111 59372 326.000 0.000 - 22032876.0 - 9546986.00 • 59383 326.000 0.000 - 22032876.0 - 9546986.00 • 59384 325.000 0.000 - 22032876.0 - 9546986.00 • • 59385 321.000 0.000 484.030 70.641 • 59386 320.000 13.300 484.056 71.085 • 59387 318.000 1.020 484.359 72.083 • 59388 304.000 0.000 486.001 78.861 • • 59389 316.000 0.940 487.318 74.232 • 59409 328.500 0.000 - 22032876.0 - 9546988.00 • 59410 328.000 0.000 - 22032876.0 - 9546987.00 • • 59411 327.000 98.890 - 22032876.0 - 9546987.00 • 59412 327.000 0.000 484.008 68.032 • 59413 324.000 7.720 484.015 69.334 • 59414 320.000 0.000 484.022 71.071 • • 59415 328.000 0.000 494.058 71.953 • • EXHIBIT 8B • • • • Junction ID Description Elevation Demand Grade Pressure [ft] Igpml [ft] [psi] 59416 327.000 0.000 494.058 72.386 59417 323.000 0.000 - 22032876.0 !, - 9546985.00 59419 317.914 6.000 488.654 73.982 • 59420 321.000 6.000 489.922 73.194 59421 327.250 98.890 - 22032876.0 - 9546987.00 59425 325.700 5.560 481.819 67.646 59428 323.300 5.000 482.816 69.118 59429 339.200 10.000 479.174 60.651 59432 336.800 5.830 479.169 61.688 59433 332.000 0.830 478.026 63.273 ID • 59436 330.500 5.830 477.981 63.904 59437 326.700 3.330 480.258 66.537 59440 332.200 20.830 479.783 63.948 El • 59441 328.000 16.670 480.372 66.023 59444 327.500 1.110 481.264 66.626 59445 336.200 8.610 479.257 61.986 59449 339.200 8.610 479.325 60.716 • 59456 340.000 11.110 479.402 60.403 59457 345.300 18.890 479.333 58.077 59460 341.500 11.110 479.149 59.643 • 59461 331.000 7.220 477.946 63.672 • 59464 329.000 98.890 - 22032876.0 - 9546988.00 59465 322.500 0.000 482.149 69.176 • 59473 330.500 5.830 481.276 65.331 • EXHIBIT 8B ID • • • • Junction ID Description Elevation Demand ' Grade Pressure ID [ft] [gpm] [ft] [psi] fe 59476 330.500 8.330 481.317 65.349 59477 326.500 13.060 481.393 67.115 59480 323.700 5.560 481.504 68.377 - 59484 324.500 6.940 481.552 68.051 59488 326.000 6.940 481.652 67.444 59489 325.700 5.560 481.755 67.619 59496 318.000 0.000 484.159 71.997 ID 59497 328.800 2.080 477.831 64.575 59500 330.000 2.220 477.831 64.055 59504 329.300 5.560 477.679 64.293 - 59508 330.800 2.780 477.939 63.755 59512 326.600 1505.560 477.047 65.189 59516 332.200 11.110 478.274 63.294 59517 334.000 15.830 478.817 62.749 ID 59521 334.000 12.500 479.052 62.851 • 59525 336.800 24.170 478.834 61.543 • 59537 339.000 13.890 479.092 60.702 - 59541 320.700 6.670 482.805 70.240 59548 323.300 11.670 477.006 66.601 59552 329.200 8.330 477.100 64.085 59553 329.000 10.000 477.079 64.163 59560 330.000 2.500 477.679 63.989 59561 331.500 5.830 477.944 63.454 • 59564 330.600 0.000 477.946 63.845 • EXHIBIT 8B • Junction ID Description Elevation, Demand Grade Pressure • [ft] [gpm] [ft] [psi] • 59565 327.000 5.560 477.106 65.041 59569 328.000 6.940 477.435 64.750 59577 331.500 1.670 478.115 63.528 - 59588 328.900 7.500 477.935 64.577 1 59597 332.000 7.780 478.450 63.457 59605 332.000 10.000 479.608 63.959 59636 335.500 5.000 479.132 62.236 59650 319.000 0.000 484.076 71.527 59651 323.300 0.000 483.137 69.258 I I ID • • • • • ID • • • • - EXHIBIT 8B • • • • - EXHIBIT 9A • MikeNET Analysis ID 111 Description: Peak Day with Cottages & Fireflow at Node 59457 ID ID Results - Pipes ID Number of Pipes: 84(Selection) • Pipe Node Node ! Diameter Length Roughness Flow Velocity Headloss ID 1 2 ID • [in] [ft] 1millift] [gpm] [Ws] [ft] 4034 59343 59320 10.000 24.117 130.000 - 452.395 -1.848 0.034 • 4081 59372 59383 8.000 41.505 130.000 - 106.182 -0.678 0.000 4082 59383 59384 8.000 122.704 130.000 - 106.182 -0.678 0.000 - 4083 59384 59417 8.000 52.182 130.000 - 106.182 -0.678 0.000 ID 4084 59385 59386 12.000 191.702 130.000 - 220.084 -0.624 0.029 4085 59386 59650 12.000 132.302 130.000 - 233.384 -0.662 0.022 ID . 4086 59387 59370 12.000 181.268 130.000 - 1509.020 -4.281 0.984 ID 4087 59370 59388 12.000 74.027 130.000 - 1509.020 -4.281 0.402 • 4088 59388 " 59389 12.000 204.664 130.000 - 1509.020 -4.281 1.111 • 4089 59389 1905 12.000 71.223 130.000 - 1509.960 -4.283 0.387 ID - 4112 59409 59410 8.000 163.477 130.000 -7.292 -0.047 0.000 ID 4113 59410 59411 8.000 223.500 130.000 -7.292 -0.047 0.000 ID 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 ID - 4115 59412 59413 12.000 197.971 130.000 - 106.182 - 0.301 0.008 4116 59413 59414 12.000 189.021 130.000 - 113.902 - 0.323 0.008 • 4117 59414 59385 12.000 187.079 130.000 - 113.902 -0.323 0.008 111 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 - 4119 59415 59416 12.000 205.281 130.000 -0.000 -0.000 0.000 ID - EXHIBIT 9A ID ID ID ID • • • • Pipe Node Node • ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] 1mi'lift] [gpm] [ft/s] [ft] i • 4121 59416 6796 12.000 204.628 130.000 -0.000 -0.000 0.000 4122 59372 59421 8.000 491.944 130.000 106.182 0.678 0.000 • 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 4126 59419 59420 18.000 468.475 130.000 - 3016.734 -3.803 1.273 • • 4127 59420 1887 18.000 868.701 130.000 - 3022.734 -3.811 2.370 • 4128 59421 59409 8.000 384.941 130.000 -0.000 -0.000 0.000 • 4130 59425 59428 12.000 205.000 ! 130.000 - 1262.946 -3.583 0.801 • • 4131 59429 59432 6.000 145.000 130.000 - 226.652 -2.572 0.688 • 4132 59433 59436 8.000 115.000 130.000 132.562 0.846 0.049 • 4133 59437 59440 8.000 300.000 130.000 765.692 4.887 3.342 • 4134 59441 59444 8.000 110.000 130.000 - 1131.981 - 7.225 2.528 • I • 4135 59445 59432 6.000 240.000 130.000 - 197.686 -2.243 0.884 1 110 4136 59449 59445 6.000 145.000 130.000 - 189.076 -2.145 0.492 • 4137 59440 59456 8.000 280.000 130.000 744.862 4.754 2.964 • - 432.038 -4.902 5.957 411 4138 59457 59460 6.000 380.000 130.000 • 4139 59461 59464 8.000 180.000 130.000 0.000 0.000 0.000 • 4140 59465 59444 8.000 150.000 130.000 709.476 4.528 1.451 • 4141 59444 59473 8.000 45.000 130.000 - 423.615 -2.704 0.168 • • 4142 59473 59476 8.000 135.000 130.000 - 429.445 -2.741 0.515 • 4143 59477 59480 8.000 265.000 130.000 - 450.835 -2.878 1.107 • 4144 59480 59484 8.000 105.000 130.000 - 456.395 -2.913 0.449 • 4145 59484 59488 8.000 200.000 130.000 - 463.335 - 2.957 0.879 • • 4146 59489 59425 8.000 110.000 130.000 - 475.835 -3.037 0.508 • 4147 59343 59496 8.000 340.000 130.000 709.476 4.528 3.289 • • EXHIBIT 9A • • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss ID [in] [ft] [millift] [gpm] [Ws] [ft] 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 4149 59500 59504 8.000 80.000 130.000 - 725.431 -4.630 0.806 4150 59500 59508 8.000 55.000 130.000 721.131 4.603 0.548 4151 59425 59512 8.000 170.000 130.000 781.551 4.988 1.967 - 4152 59433 59516 8.000 150.000 130.000 360.901 2.304 0.415 ID 4153 59517 59516 8.000 305.000 130.000 - 349.791 - 2.233 0.796 4154 59521 59517 8.000 190.000 130.000 103.230 0.659 0.052 4155 59525 59537 6.000 295.000 130.000 413.020 4.687 4.254 4156 59508 59433 8.000 165.000 130.000 494.293 3.155 0.817 4157 59517 59525 8.000 140.000 130.000 437.190 2.790 0.552 4158 59537 59460 6.000 165.000 130.000 443.148 5.028 2.711 - 4159 59541 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 - 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 4165 59565 59512 8.000 40.000 130.000 - 764.321 -4.878 0.444 • 4166 59569 59565 8.000 190.000 130.000 - 740.431 -4.726 1.989 • 4167 59504 59569 8.000 135.000 130.000 - 733.491 -4.682 1.389 4168 59577 59508 6.000 75.000 130.000 - 224.058 -2.542 0.348 4169 59488 59489 8.000 190.000 130.000 - 470.275 -3.002 0.858 ID 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 4171 59436 59461 8.000 97.000 130.000 126.732 0.809 0.038 - EXHIBIT 9A in • • • • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss • • [in] [ft] 1millift] [gpm] [Ws] [ft] • • 4172 59476 59477 8.000 220.000 130.000 - 437.775 -2.794 0.870 • 4173 59597 59577 6.000 140.000 130.000 - 222.388 -2.523 0.641 • 4174 59521 59597 6.000 230.000 130.000 - 214.608 -2.435 0.987 • 4175 59605 59521 8.000 215.000 130.000 336.289 2.146 0.522 • • 4176 59441 59605 8.000 280.000 ! 130.000 346.289 2.210 0.717 • 4177 59437 59441 8.000 70.000 130.000 - 769.022 -4.908 0.786 • 4178 59456 59457 8.000 360.000 130.000 1086.852 6.937 7.672 • • 4179 59449 59429 6.000 240.000 130.000 - 172.635 -1.959 0.688 • 4180 59456 59449 8.000 140.000 130.000 - 353.100 -2.254 0.372 • 4181 59429 59537 6.000 285.000 130.000 44.018 0.499 0.065 • 4182 59432 59636 6.000 75.000 130.000 - 430.168 -4.881 1.166 • • 4183 59636 59521 6.000 185.000 130.000 - 435.168 - 4.938 2.939 • 4184 59496 59465 8.000 341.000 130.000 709.476 4.528 3.298 • 4185 59650 59387 12.000 44.000 130.000 - 1508.000 - 4.278 0.239 • 4111 4186 59428 59651 12.000 65.000 130.000 - 1274.616 -3.616 0.258 • 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 • 4188 59651 59650 12.000 190.000 130.000 - 1274.616 -3.616 0.755 • 4189 59464 59421 8.000 436.000 130.000 7.292 0.047 0.000 • • • • • • • • EXHIBIT 9A I, • • • L EXHIBIT 9B MikeNET Analysis Description: Peak Day with Cottages & Fireflow at Node 59457 Results - Junctions Number of Junctions: 75(Selection) ID • Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] 59320 313.500 0.000 485.477 74.518 • 59343 312.750 0.000 485.443 74.828 59370 312.000 0.000 485.795 75.305 59372 326.000 0.000 - 23657014.0 - 10250725.0 ID 59383 326.000 0.000 - 23657014.0 - 10250725.0 • • 59384 325.000 0.000 - 23657014.0 - 10250725.0 59385 321.000 0.000 484.520 70.853 59386 320.000 13.300 484.550 71.299 • 59387 318.000 1.020 484.811 72.279 • 59388 304.000 0.000 486.197 78.946 59389 316.000 0.940 487.308 74.228 59409 328.500 0.000 - 23657014.0 - 10250727.0 • 59410 328.000 0.000 - 23657014.0 - 10250726.0 • 59411 327.000 98.890 - 23657014.0 - 10250726.0 59412 327.000 0.000 484.496 68.243 59413 324.000 7.720 484.504 69.546 • 59414 320.000 0.000 484.512 71.283 59415 328.000 0.000 494.002 71.929 • • • • EXHIBIT 9B • • • • Junction ID Description Elevation Demand Grade Pressure [ft] Lgpml [ft] [psi] 59416 327.000 0.000 494.002 72.362 59417 323.000 0.000 - 23657014.0 - 10250724.0 ID 59419 317.914 6.000 488.576 73.948 • - 59420 321.000 6.000 489.850 ! 73.162 i 59421 327.250 98.890 - 23657014.0 - 10250726.0 59425 325.700 5.560 482.758 68.053 • 59428 323.300 5.000 483.559 69.440 • 59429 339.200 10.000 468.845 56.175 59432 :336.800 5.830 469.533 57.513 59433 332.000 0.830 474.797 61.874 - 59436 330.500 5.830 474.748 62.503 59437 326.700 3.330 474.091 63.864 59440 332.200 20.830 470.749 60.033 11111 59441 328.000 16.670 474.877 63.642 • 59444 327.500 1.110 477.405 64.954 59445 336.200 8.610 468.648 57.390 • 59449 339.200 8.610 468.157 55.877 - 59456 340.000 11.110 467.785 55.369 59457 345.300 1518.890 460.112 49.748 59460 341.500 11.110 466.069 53.976 ID 59461 331.000 7.220 474.709 62.269 59464 329.000 98.890 - 23657014.0 - 10250727.0 59465 322.500 0.000 478.856 67.749 • 59473 330.500 5.830 477.572 63.726 • EXHIBIT 9B • Junction ID ' Description ! Elevation Demand ! Grade Pressure • [ft] [gpm] [ft] [psi] - 59476 330.500 8.330 478.088 63.950 59477 326.500 13.060 478.958 66.060 59480 323.700 5.560 480.065 67.753 • 59484 324.500 6.940 480.514 67.601 59488 326.000 6.940 481.392 67.332 59489 325.700 5.560 482.251 67.833 59496 318.000 0.000 482.154 71.128 59497 328.800 2.080 476.163 63.852 59500 330.000 2.220 476.163 63.332 59504 329.300 5.560 476.969 63.985 • 59508 330.800 2.780 475.614 62.748 59512 326.600 5.560 480.791 66.811 • 59516 332.200 11.110 474.382 61.608 • 59517 334.000 15.830 473.586 60.483 59521 334.000 12.500 473.638 60.505 • 59525 336.800 24.170 473.034 59.030 59537 339.000 13.890 468.780 56.233 ID - 59541 320.700 6.670 483.548 70.562 I • 59548 323.300 11.670 480.750 68.223 • 59552 329.200 8.330 480.341 65.490 • 59553 329.000 10.000 480.320 65.567 • 59560 330.000 2.500 476.969 63.682 59561 331.500 5.830 474.707 62.052 59564 330.600 0.000 474.709 62.442 EXHIBIT 9B • L-- • • • • Junction ID Description ' Elevation Demand Grade Pressure • • [ft] [gpm] [ft] [psi] • 59565 327.000 5.560 480.347 66.445 • 59569 328.000 6.940 478.358 65.150 • 59577 331.500 1.670 475.266 62.294 • 59588 328.900 7.500 474.698 63.174 • 59597 332.000 7.780 474.624 61.799 • 59605 332.000 10.000 474.160 61.598 • • 59636 335.500 5.000 470.699 58.582 • 59650 319.000 0.000 484.572 71.742 • 59651 323.300 0.000 483.817 69.552 • • • • • • • • • • • • • • • • • • • EXHIBIT 9B I ' • • • 111 i EXHIBIT 10A • MikeNET Analysis • Description: Peak Day with Cottages & Fireflow at Node 59564 ID Results - Pipes - Number of Pipes: 84(Selection) ID • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] [millift] [gpm] [ft/s] [ft] ID 4034 59343 59320 10.000 24.117 130.000 - 418.421 -1.709 0.030 4081 59372 59383 8.000 41.505 130.000 - 106.182 -0.678 0.000 4082 59383 59384 8.000 122.704 130.000 - 106.182 -0.678 0.000 - 4083 59384 59417 8.000 52.182 130.000 - 106.182 -0.678 0.000 ft 4084 59385 59386 12.000 191.702 130.000 - 220.084 -0.624 0.029 4085 59386 59650 12.000 132.302 130.000 - 233.384 -0.662 0.023 • 4086 59387 59370 12.000 181.268 130.000 - 1565.005 -4.440 1.053 4087 59370 59388 12.000 74.027 130.000 - 1565.005 -4.440 0.430 4088 59388 59389 12.000 204.664 130.000 - 1565.005 -4.440 1.189 • 4089 59389 1905 12.000 71.223 130.000 - 1565.945 -4.442 0.414 . 4112 59409 59410 8.000 163.477 130.000 -7.292 -0.047 0.000 ID 4113 59410 59411 8.000 223.500 130.000 -7.292 -0.047 0.000 ID 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 ID 4115 59412 59413 12.000 197.971 130.000 - 106.182 -0.301 0.008 ID 4116 59413 59414 12.000 189.021 130.000 - 113.902 -0.323 0.009 • 4117 59414 59385 12.000 187.079 130.000 - 113.902 -0.323 0.008 • 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 4119 59415 59416 12.000 205.281 130.000 0.000 0.000 0.000 an ID EXHIBIT 10A al ID Pipe Node Node 0 ID 1 2 Diameter Length Roughness Flow Velocity ! Headloss ID [in] [ft] 1millift] [gpm] +; [ft/s] [ft] ID 4121 59416 6796 12.000 204.628 130.000 - 0.000 -0.000 0.000 4122 59372 59421 8.000 491.944 130.000 106.182 0.678 0.000 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 4126 59419 59420 18.000 468.475 130.000 - 3019.162 -3.807 1275 - 4127 59420 1887 18.000 868.701 130.000 - 3025.162 - 3.814 2.373 I 4128 59421 59409 8.000 384.941 130.000 33.441 0.213 0.000 ID 4130 59425 59428 12.000 205.000 130.000 ,; - 1318.931 -3.742 0.868 - 4131 59429 59432 6.000 145.000: 130.000 25.490 0.289 0.012 • 4132 59433 59436 8.000 115.000 130.000 1632.562 10.420 5.207 4133 59437 59440 8.000 300.000 ! 130.000 406.056 2.592 1.032 - 4134 59441 59444 8.000 110.000 130.000 - 989.685 -6.317 1.971 • 4135 59445 59432 6.000 240.000 130.000 97.160 1.102 0.237 lb 4136 59449 59445 6.000 145.000 130.000 105.770 1.200 0.168 4137 59440 59456 8.000 280.000 ! 130.000 385.226 2.459 0.874 - 4138 59457 59460 6.000 380.000 130.000 113.256 1.285 0.499 4139 59461 59464 8.000 180.000 130.000 0.000 0.000 0.000 4140 59465 59444 8.000 150.000 130.000 653.491 4.171 1.246 • 4141 59444 59473 8.000 45.000 130.000 - 337.303 -2.153 0.110 - 4142 59473 59476 8.000 135.000 130.000 - 343.133 -2.190 0.340 4143 59477 59480 8.000 265.000 130.000 - 364.523 -2.327 0.747 4144 59480 59484 8.000 105.000 130.000 - 370.083 -2.362 0.304 4145 59484 59488 8.000 200.000 130.000 - 377.023 - 2.406 0.600 4146 59489 59425 8.000 110.000 130.000 - 389.523 -2.486 0.351 4147 59343 59496 8.000 340.000 130.000 653.491 4.171 2.825 • EXHIBIT 10A ID • ID • GP Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss • i [in] [ft] [millift] [gpm] [ft/s] [ft] ID ID 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 ID 4149 59500 59504 8.000 80.000 130.000 - 867.728 -5.539 1.124 ID 4150 59500 59508 8.000 55.000 130.000 863.428 5.511 0.765 IA ID 4151 59425 59512 8.000 170.000 130.000 923.848 5.897 2.682 - 4152 59433 59516 8.000 150.000 130.000 - 611.970 3.906 1.103 ID 4153 59517 59516 8.000 305.000 130.000 623.080 3.977 2.320 ID 4154 59521 59517 8.000 190.000 130.000 482.724 3.081 0.901 4155 59525 59537 6.000 295.000 130.000 - 180.356 -2.047 0.917 4156 59508 59433 8.000 165.000 130.000 1021.422 6.520 3.135 • 4157 59517 59525 8.000 140.000 130.000 - 156.186 -0.997 0.082 - 4158 59537 59460 6.000 165.000 130.000 - 102.146 -1.159 0.179 ID - 4159 59541 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 ID 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 • 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 ID 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 • 4165 59565 59512 8.000 40.000 130.000 - 906.618 -5.787 0.609 - 4166 59569 59565 8.000 190.000 130.000 - 882.728 -5.634 2.755 ID 4167 59504 59569 8.000 135.000 130.000 - 875.788 -5.590 1.929 ID 4168 59577 59508 6.000 75.000 130.000 160.774 1.824 0.188 ID • 4169 59488 59489 8.000 190.000 130.000 - 383.963 -2.451 0.590 ID 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 ID 4171 59436 59461 8.000 97.000 130.000 1626.732 10.383 4.363 ID EXHIBIT 10A ID ID ID Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] 4172 59476 59477 8.000 220.000 130.000 - 351.463 -2.243 0.579 4173 59597 59577 6.000 140.000 130.000 162.444 1.843 0.359 4174 59521 59597 6.000 230.000 130.000 170.224 1.932 0.642 4175 59605 59521 8.000 215.000 130.000 553.629 3.534 1.314 • 4176 59441 59605 8.000 280.000 130.000 563.629 3.598 1.769 4177 59437 59441 8.000 70.000 130.000 - 409.386 -2.613 0.245 4178 59456 59457 8.000 360.000 130.000 132.146 0.843 0.155 • 4179 59449 59429 6.000 240.000 130.000 127.591 1.448 0.393 - 4180 59456 59449 8.000 140.000 130.000 241.970 1.544 0.185 ID 4181 59429 " 59537 6.000 285.000 130.000 92.100 1.045 0.255 4182 59432 59636 6.000 75.000 130.000 116.820 1.326 0.104 • 4183 59636 59521 6.000 185.000 130.000 111.820 1.269 0.237 4184 59496 59465 8.000 341.000 130.000 653.491 4.171 2.833 4185 59650 59387 12.000 44.000 130.000 - 1563.985 -4.437 0.255 j - 4186 59428 59651 12.000 65.000 130.000 - 1330.601 -3.775 0.280 ID 4187 59461 59564 8.000 57.000 130.000 1513.330 9.659 2.243 4188 59651 59650 12.000 190.000 130.000 - 1330.601 -3.775 0.817 4189 59464 59421 8.000 436.000 130.000 7.292 0.047 0.000 • • • • • • • EXHIBIT 10A • - EXHIBIT 10B • MikeNET Analysis Description: Peak Day with Cottages & Fireflow at Node 59564 Results - Junctions • Number of Junctions: 75(Selection) • Junction ID ' Description Elevation : Demand Grade Pressure [ft] [gpm] [ft] [psi] 59320 313.500 0.000 485.692 74.611 59343 312.750 0.000 485.662 74.923 ID - 59370 312.000 0.000 485.652 75.244 59372 326.000 0.000 - 23657018.0 - 10250727.0 • 59383 326.000 0.000 - 23657018.0 - 10250727.0 gra 59384 325.000 0.000 - 23657018.0 - 10250727.0 59385 321.000 0.000 484.292 70.754 59386 320.000 13.300 484.321 71.200 ID 59387 318.000 1.020 484.599 72.187 • 59388 304.000 0.000 486.082 78.896 59389 316.000 0.940 487.271 74.212 59409 328.500 0.000 - 23657018.0 - 10250728.0 • 59410 328.000 0.000 - 23657018.0 - 10250728.0 59411 327.000 98.890 - 23657018.0 - 10250728.0 59412 327.000 0.000 484.267 68.144 • 59413 324.000 7.720 484.275 69.447 • 59414 320.000 0.000 484.283 71.184 59415 328.000 0.000 494.001 71.928 • • EXHIBIT 1OB • • fa Junction ID Description ' Elevation Demand Grade Pressure • [ft] [gpm] [ft] [psi] • 59416 327.000 0.000 494.001 72.362 gb 59417 323.000 0.000 - 23657018.0 - 10250726.0 59419 317.914 6.000 488.569 73.945 59420 321.000 6.000 489.844 73.160 59421 327.250 98.890 - 23657018.0 - 10250728.0 • 59425 325.700 5.560 482.379 67.889 i 59428 323.300 5.000 483.247 69.305 • 59429 339.200 10.000 474.059 58.434 • 59432 336.800 5.830 474.047 59.469 59433 332.000 0.830 469.381 59.527 • 59436 330.500 5.830 464.175 57.921 59437 326.700 3.330 476.543 64.927 • 59440 332200 20.830 475.511 62.097 111 59441 328.000 16.670 476.788 64.470 • 59444 327.500 1.110 478.759 65.540 • 59445 336.200 8.610 474.284 59.832 59449 339.200 8.610 474.452 58.605 • 59456 340.000 11.110 474.637 58.338 • 59457 345.300 18.890 474.482 55.974 • 59460 341.500 11.110 473.983 57.405 59461 331.000 7.220 459.812 55.814 • 59464 329.000 98.890 - 23657018.0 - 10250728.0 • 59465 322.500 0.000 480.005 68.247 • 59473 330.500 5.830 478.869 64.288 • 411 EXHIBIT 10B i • • • • Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] - 59476 330.500 8.330 479.209 64.436 59477 326.500 13.060 479.788 66.420 59480 323.700 5.560 480.535 67.957 - 59484 324.500 6.940 480.839 67.742 • 59488 326.000 6.940 481.439 67.352 • 59489 325.700 5.560 482.029 67.737 59496 318.000 0.000 482.838 71.424 • 59497 328.800 2.080 473.281 62.604 59500 330.000 2.220 473.281 62.084 - 59504 329.300 5.560 474.405 62.874 • 59508 330.800 2.780 472.516 61.406 • 59512 326.600 5.560 479.698 66.337 59516 332.200 11.110 470.485 59.919 59517 334.000 15.830 472.805 60.144 59521 334.000 12.500 473.705 60.534 59525 336.800 24.170 472.887 58.966 111 59537 339.000 13.890 473.804 58.410 59541 320.700 6.670 483.236 70.427 • 59548 323.300 11.670 479.656 67.749 59552 329.200 8.330 479.083 64.944 59553 329.000 10.000 479.062 65.022 59560 330.000 2.500 474.405 62.571 59561 331.500 5.830 457.567 54.625 59564 330.600 1500.000 457.569 55.016 w EXHIBIT 10B r Junction ID ! Description ! Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] 59565 327.000 5.560 479.089 65.900 59569 328.000 6.940 476.334 64.273 59577 331.500 1.670 472.704 61.184 59588 328.900 7.500 457.558 55.748 59597 332.000 7.780 473.063 61.123 59605 332.000 10.000 475.019 61.970 59636 335.500 5.000 473.943 59.987 59650 319.000 0.000 484.344 71.644 59651 323.300 0.000 483.527 69.426 • • • • 0 0 0 0 0 0 0 • 0 0 0 0 • 0 0 0 EXHIBIT 1OB • 0 • • • EXHIBIT 11A MikeNET Analysis ID Description: Peak Day with Cottages & Fireflow at Node 59497 and Node 59560 ID • Results - Pipes ..... ............................... . Number of Pipes: 84(Selection) i - Pipe Node Node Diameter Length Roughness ! Flow Velocity Headloss ID 1 2 • [in] [ft] [millift] [gpm] [ft/s] [ft] 4034 59343 59320 10.000 24.117 130.000 - 395.249 -1.615 0.027 4081 59372 59383 8.000 41.505 130.000 - 98.583 - 0.629 0.000 - 4082 59383 59384 8.000 122.704 130.000 - 98.583 - 0.629 0.000 - 4083 59384 59417 8.000 52.182 130.000 - 98.583 -0.629 0.000 • 4084 59385 59386 12.000 191.702 130.000 - 204.886 -0.581 0.026 4085 59386 59650 12.000 132.302 130.000 - 218.186 - 0.619 0.020 ID 4086 59387 59370 12.000 181.268 130.000 - 1580.785 -4.484 1.073 ft 4087 59370 59388 12.000 74.027 130.000 - 1580.785 -4.484 0.438 4088 59388 59389 12.000 204.664 130.000 - 1580.785 -4.484 1.211 4089 59389 1905 12.000 71.223 130.000 - 1581.725 -4.487 0.422 - 4112 59409 59410 8.000 163.477 130.000 -0.476 -0.003 0.000 4113 59410 59411 8.000 223.500 130.000 0.415 0.003 0.000 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 ft - 4115 59412 59413 12.000 197.971 130.000 - 98.583 -0280 0.007 4116 59413 59414 12.000 189.021 130.000 - 106.303 -0.302 0.008 !_ 4117 59414 59385 12.000 187.079 130.000 - 106.303 -0.302 0.007 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 - 4119 59415 59416 12.000 205.281 130.000 0.000 0.000 0.000 • EXHIBIT 11A • • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [Ws] [ft] 111 4121 59416 6796 12.000 204.628 130.000 -0.000 -0.000 0.000 - 4122 59372 59421 8.000 491.944 130.000 98.583 0.629 0.000 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 • 4126 59419 59420 18.000 468.475 130.000 - 3005.982 -3.790 1265 - 4127 59420 1887 18.000 868.701 130.000 - 3011.982 -3.797 2.354 4128 59421 59409 8.000 384.941 130.000 - 0.196 -0.001 0.000 4130 59425 59428 12.000 205.000 130.000 1349.909 -3.829 0.906 4131 59429 59432 6.000 145.000 130.000 31.539 0.358 0.018 4132 59433 59436 8.000 115.000 130.000 124.963 0.798 0.045 41 4133 59437 59440 8.000 300.000 130.000 362.967 2.317 0.839 1 • 4134 59441 59444 8.000 110.000 130.000 - 890.328 -5.683 1.620 • 4135 59445 59432 6.000 240.000 130.000 86.367 0.980 0.191 4136 59449 59445 6.000 145.000 130.000 94.977 1.078 0.137 4137 59440 59456 8.000 280.000 130.000 342.137 2.184 0.702 4138 59457 59460 6.000 380.000 130.000 96.226 1.092 0.369 4139 59461 59464 8.000 180.000 130.000 0.000 0.000 0.000 4140 59465 59444 8.000 150.000:130.000 614.914 3.925 1.113 • 4141 59444 59473 8.000 45.000 130.000 - 276.523 -1.765 0.076 - 4142 59473 59476 8.000 135.000 130.000 - 282.353 -1.802 0.237 41 4143 59477 59480 8.000 265.000 130.000 - 303.743 - 1.939 0.533 4144 59480 59484 8.000 105.000 130.000 - 309.303 -1.974 0.218 4145 59484 59488 8.000 200.000 130.000 - 316.243 - 2.019 0.433 4146 59489 59425 8.000 110.000 130.000 - 328.743 -2.098 0.256 i 4147 59343 59496 ; 8.000 340.000 130.000 614.914 3.925 2.524 - EXHIBIT 11A • • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] 1millift] [gpm] [Ws] [ft] ID 4148 59497 59500 6.000 90.000 130.000 - 752.080 -8.534 3.938 • 4149 59500 59504 8.000 80.000 130.000 - 209.485 -1.337 0.081 4150 59500 59508 8.000 55.000 130.000 - 544.815 -3.477 0.326 4151 59425 59512 8.000 170.000 130.000 1015.605 6.482 3.196 ID • 4152 59433 59516 8.000 150.000 130.000 - 427.157 2.726 0.567 4153 59517 59516 8.000 305.000 130.000 438.267 2.797 1.209 • 4154 59521 59517 8.000 190.000 130.000 336.255 2.146 0.461 4155 59525 59537 6.000 295.000 130.000 - 142.011 -1.611 0.589 • 4156 59508 59433 8.000 165.000 130.000 - 301.363 . - 1.924 0.327 ID 4157 59517 59525 8.000 140.000 130.000 - 117.841 -0.752 0.049 ID • 4158 59537 59460 6.000 165.000 130.000 - 85.116 - 0.966 0.128 • 4159 59541 59428 4.000 220.000 130.000 - 6.670 -0.170 0.011 • 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 • 4161 59565 59552 6.000 130.000 ' 130.000 18.330 0.208 0.006 ID 4162 59553 59552 4.000 200.000 130.000 - 10.000 - 0.255 .0.021 • 4163 59504 59560 6.000 90.000 130.000 752.500 8.539 3.942 • 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 qb • 4165 59565 59512 8.000 40.000 130.000 - 998.375 -6.372 0.728 • 4166 59569 59565 8.000 190.000 ! 130.000 - 974.485 -6.220 3.308 • 4167 59504 59569 8.000 135.000 130.000 - 967.545 - 6.176 2.320 • 4168 59577 59508 6.000 75.000 130.000 246.231 2.794 0.415 • 4169 59488 59489 8.000 190.000 130.000 - 323.183 -2.063 0.428 • 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 • 4171 59436 59461 8.000 97.000 130.000 119.133 0.760 0.034 EXHIBIT 11A • • ID • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] 1millift] [gpm] [Ws] [ft] • 4172 59476 59477 8.000 220.000 130.000 - 290.683 -1.855 0.408 • 4173 59597 59577 6.000 140.000 130.000 247.901 2.813 0.784 ID 4174 59521 59597 6.000 230.000 130.000 255.681 2.901 1.365 4175 59605 59521 8.000 215.000 130.000 497.360 3.175 1.077 - 4176 59441 59605 8.000 280.000 130.000 507.360 3.238 1.456 4177 59437 59441 8.000 70.000 130.000 - 366.297 - 2.338 0.199 4178 59456 ' 59457 8.000 360.000 i 130.000 115.116 0.735 0.120 4179 59449 59429 6.000 240.000 130.000 112.324 1.275 0.310 • 4180 59456 59449 8.000 140.000 130.000 215.911 1.378 0.150 G 4181 59429 59537 ; 6.000 285.000 ' 130.000 70.785 0.803 0.157 • 4182 59432 ' 59636 6.000 75.000 130.000 112.076 1.272 0.097 ID . 4183 59636 59521 6.000 185.000 130.000 107.076 1.215 0.219 4184 59496 59465 8.000 341.000 130.000 614.914 3.925 2.531 GI 4185 59650 59387 12.000 44.000 130.000 - 1579.765 - 4.481 0.260 4186 59428 59651 12.000 65.000 130.000 - 1361.579 : -3.863 0.292 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 • 4188 59651 59650 12.000 190.000 130.000 -1361.579 -3.863 0.853 • 4189 59464 59421 8.000 436.000 130.000 0.633 0.004 0.000 • • ID fib fib • EXHIBIT 11A lb • • • - EXHIBIT 11B • MikeNET Analysis ID It Description: Peak Day with Cottages & Fireflow at Node 59497 and Node 59560 i♦ Results - Junctions Number of Junctions: 75(Selection) - Junction ID Description Elevation Demand Grade Pressure • [ft] Wpm] [ft] [psi] 59320 313.500 0.000 485.942 74.719 59343 312.750 0.000 485.915 75.032 59370 312.000 0.000 485.720 75.273 59372 326.000 0.000 - 21963958.0 - 9517124.00 - 59383 326.000 0.000 - 21963958.0 - 9517124.00 • 59384 325.000 0.000 - 21963958.0 - 9517124.00 IA 59385 321.000 0.000 484.341 70.776 59386 320.000 13.300 484.367 71.220 • 59387 318.000 1.020 484.647 72.208 59388 304.000 0.000 486.158 78.929 59389 316.000 0.940 487.369 74.254 59409 328.500 0.000 - 21963958.0 - 9517125.00 • 59410 328.000 0.000 - 21963958.0 - 9517125.00 59411 327.000 98.890 - 21963958.0 - 9517125.00 59412 327.000 0.000 484.319 68.166 411 59413 324.000 7.720 484.326 69.469 59414 320.000 0.000 484.334 71.206 • 59415 328.000 0.000 494.062 71.955 • • EXHIBIT 11B • • • • • • • • Junction ID Description Elevation . Demand Grade Pressure • [ft] [gpm] [ft] [psi] • 59416 327.000 0.000 494.062 72.388 • 59417 323.000 0.000 - 21963958.0 - 9517123.00 59419 317.914 6.000 488.667 73.987 • • 59420 321.000 6.000 489.932 73.198 • 59421 327.250 98.890 - 21963958.0 - 9517125.00 59425 325.700 5.560 482.337 67.871 • • 59428 323.300 5.000 483.242 69.303 • 59429 339.200 10.000 475.927 59.244 • 59432 336.800 5.830 475.909 60.276 • 59433 332.000 0.830 473.357 ! 61.250 • • 59436 330.500 5.830 473.312 61.880 i 59437 326.700 3.330 477.928 65.527 i 59440 332.200 20.830 477.089 62.780 • • 59441 328.000 16.670 478.127 65.050 • 59444 327.500 1.110 479.747 65.969 • 59445 336.200 8.610 476.100 60.619 59449 339.200 8.610 476.238 59.378 • • 59456 340.000 11.110 476.387 59.097 i 59457 345.300 18.890 476.267 56.748 • 59460 341.500 11.110 475.898 58.235 • • 59461 331.000 7.220 473.278 61.649 • 59464 329.000 98.890 - 21963958.0 - 9517126.00 • 59465 322.500 0.000 480.860 68.618 • 59473 330.500 5.830 479.823 64.702 • • • EXHIBIT 11B • • • Junction ID Description Elevation Demand Grade % Pressure [ft] [gpm] [ft] [ • 59476 330.500 8.330 480.060 64.804 59477 326.500 13.060 480.468 66.714 59480 323.700 5.560 481.001 68.158 • 59484 324.500 6.940 481.219 67.906 59488 326.000 6.940 481.652 67.444 59489 325.700 5.560 482.081 67.760 59496 318.000 0.000 483.391 71.664 • 59497 328.800 752.080 468.765 60.647 • 59500 330.000 2.220 472.704 61.833 59504 329.300 5.560 472.784 62.172 • 59508 330.800 2.780 473.030 61.628 59512 326.600 5.560 479.141 66.096 • 59516 332.200 11.110 473.924 61.409 59517 334.000 15.830 475.133 61.153 59521 334.000 12.500 475.594 61.353 59525 336.800 24.170 475.182 59.961 59537 339.000 13.890 475.771 59.263 • 59541 320.700 6.670 483.231 70.425 • 59548 323.300 11.670 479.099 67.508 59552 329.200 8.330 478.407 64.651 41 59553 329.000 10.000 478.386 64.729 59560 330.000 752.500 468.842 60.160 59561 331.500 5.830 473.276 61.431 • 59564 330.600 0.000 473.277 61.822 • GI EXHIBIT 11B • • • • • • • Junction ID Description Elevation Demand Grade Pressure • - [ft] [gpm] [ft] [psi] • 59565 327.000 5.560 478.413 65.607 • 59569 328.000 6.940 475.104 63.740 - 59577 331.500 1.670 473.445 61.505 • • 59588 328.900 7.500 473.266 62.554 • 59597 332.000 7.780 474.229 61.628 in 59605 332.000 10.000 476.671 62.686 • 59636 335.500 5.000 475.813 60.798 • 59650 319.000 0.000 484.387 71.662 • 59651 323.300 0.000 483.534 69.429 • • • • • • • • • • • • • • • • • • • • • • • EXHIBIT 11B • • • - EXHIBIT 12A MikeNET Analysis (11 Description: Peak Day with Cottages & Future Development • Results - Pipes • Number of Pipes: 84(Selection) ID - Pipe Node Node Diameter Length Roughness Flow Velocity Headloss ID 1 2 I ffi - [in] [ft] [millift] [gpm] [ft/s] [ft] 4034 59343 59320 10.000 24.117 130.000 - 141.164 - 0.577 0.004 • 4081 59372 59383 8.000 41.505 130.000 - 148.178 - 0.946 0.022 IV 4082 59383 59384 8.000 122.704 130.000 - 148.178 -0.946 0.065 • - 4083 59384 59417 8.000 52.182 130.000 - 148.178 -0.946 0.028 4084 59385 59386 12.000 191.702 130.000 455.010 1.291 0.113 l 4085 59386 59650 12.000 132.302 130.000 441.710 1.253 0.074 4086 59387 59370 12.000 181.268 130.000 - 63.565 -0.180 0.003 ID 4087 59370 59388 12.000 74.027 130.000 - 63.565 - 0.180 0.001 4088 59388 59389 12.000 204.664 130.000 - 86.065 -0.244 0.006 411 4089 59389 1905 12.000 71.223 130.000 - 102.005 -0.289 0.003 • 4112 59409 59410 8.000 163.477 130.000 - 134.400 - 0.858 0.073 4113 59410 59411 8.000 223.500 130.000 - 134.400 - 0.858 0.099 4114 59411 59412 8.000 533.635 130.000 - 233.290 -1.489 0.658 4115 59412 59413 12.000 197.971 130.000 633.408 1.797 0.215 4116 59413 59414 12.000 189.021 130.000 625.688 1.775 0.201 4117 59414 59385 12.000 187.079 130.000 603.188 1.711 0.186 SI 4118 59412 59415 12.000 463.974 130.000 - 866.698 -2.459 0.902 - 4119 59415 59416 12.000 205.281 130.000 - 866.698 -2.459 0.399 • EXHIBIT 12A • i Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] GI 4121 59416 6796 12.000 204.628 130.000 - 866.698 -2.459 0.398 4122 59372 59421 8.000 491.944 jj 130.000 148.178 0.946 0.262 4123 59417 59385 12.000 292.550 ' 130.000 - 148.178 -0.420 0.022 4126 59419 59420 18.000 468.475 130.000 - 1631.199 -2.057 0.408 . 4127 59420 1887 18.000 868.701 130.000 - 1659.699 -2.093 0.781 • 4128 59421 59409 8.000 384.941 130.000 - 134.400 -0.858 0.171 4130 59425 59428 12.000 205.000 130.000 - 341.085 -0.968 0.071 4131 59429 59432 6.000 145.000 130.000 - 13.347 -0.151 0.004 4132 59433 59436 8.000 115.000 130.000 - 58.418 - 0.373 0.011 • 4133 59437 59440 8.000 300.000 130.000 46.256 0.295 0.018 fID 4134 59441 59444 8.000 110.000 130.000 - 39.685 -0.253 0.005 . 4135 59445 59432 6.000 240.000 130.000 - 12.069 -0.137 0.005 f 4136 59449 ! 6.000 145.000 130.000 -3.459 - 0.039 0.000 4137 59440 59456 8.000 280.000 130.000 25.426 0.162 0.006 4138 59457 59460 6.000 380.000 130.000 -3.072 -0.035 0.001 4139 59461 59464 8.000 180.000 130.000 - 84.798 -0.541 0.034 • 4140 59465 59444 8.000 150.000 130.000 - 59.643 -0.381 0.015 4141 59444 59473 8.000 45.000 130.000 - 100.437 -0.641 0.012 - 4142 59473 59476 8.000 135.000 130.000 - 106.267 -0.678 0.039 4143 59477 59480 8.000 265.000 130.000 - 127.657 -0.815 0.107 4144 59480 59484 8.000 105.000 130.000 - 133.217 -0.850 0.046 • 4145 59484 59488 8.000 200.000 130.000 - 140.157 -0.895 0.096 4146 59489 59425 8.000 110.000 130.000 - 152.657 -0.974 0.062 4147 59343 59496 8.000 340.000 130.000 88.687 0.566 0.070 • EXHIBIT 12A • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] • 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 4149 59500 59504 8.000 80.000 130.000 - 126.748 -0.809 0.032 4150 59500 59508 8.000 55.000 130.000 122.448 0.782 0.021 4151 59425 59512 8.000 170.000 ! 130.000 182.868 1.167 0.134 - 4152 59433 59516 8.000 150.000 130.000 116.010 0.740 0.051 4153 59517 59516 8.000 305.000 130.000 - 104.900 -0.670 0.086 4154 59521 59517 8.000 190.000 130.000 - 33.522 -0.214 0.006 4155 59525 59537 6.000 295.000 130.000 31.378 0.356 0.036 4156 59508 59433 8.000 165.000 130.000 58.423 0.373 0.016 4157 59517 59525 8.000 140.000 130.000 55.548 0.355 0.012 ID 4158 59537 59460 6.000 165.000 130.000 14.182 0.161 0.005 - 4159 59541 59428 4.000 220.000 130.000 - 95.670 -2.443 1.523 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.041 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 ! 0.006 GI 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 • 4165 59565 59512 8.000 40.000 130.000 - 165.638 - 1.057 0.026 - 4166 59569 59565 8.000 190.000 130.000 - 141.748 -0.905 0.093 4167 59504 59569 8.000 135.000 130.000 - 134.808 -0.860 0.060 ell 4168 59577 59508 6.000 75.000 130.000 - 61.245 - 0.695 0.032 4169 59488 59489 8.000 190.000 130.000 - 147.097 -0.939 0.100 ID 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 4171 59436 59461 8.000 97.000 130.000 - 64.248 - 0.410 0.011 EXHIBIT 12A • Pipe Node Node • I D 1 2 Diameter Length ! Roughness Flow Velocity Headloss [in] [ft] 1mi'lift] [gpm] [ft/s] [ft] fib 4172 ! 59476 59477 8.000 220.000 130.000 - 114.597 -0.731 0.073 4173 59597 59577 6.000 140.000 130.000 - 59.575 - 0.676 0.056 4174 59521 59597 6.000 230.000 130.000 - 51.795 - 0.588 0.071 • 4175 59605 59521 8.000 215.000 ! 130.000 - 36.571 -0.233 0.009 - 4176 59441 59605 8.000 280.000 130.000 - 26.571 -0.170 0.006 4177 59437 59441 8.000 70.000 130.000 - 49.586 - 0.316 0.005 4178 59456 59457 8.000 360.000 130.000 15.818 0.101 0.003 4179 59449 59429 6.000 240.000 130.000 -6.653 -0.075 0.002 • 4180 59456 59449 8.000 140.000 130.000 -1.502 -0.010 0.000 4181 59429 59537 6.000 285.000 130.000 -3.306 -0.038 0.001 • 4182 59432 59636 6.000 75.000 130.000 - 31.246 - 0.355 0.009 ID - 4183 59636 59521 6.000 185.000 130.000 - 36.246 -0.411 0.029 • 4184 59496 59465 8.000 341.000 130.000 - 59.643 -0.381 0.034 4185 59650 59387 12.000 44.000 130.000 - 40.045 -0.114 0.000 • 4186 59428 59651 12.000 65.000 130.000 - 441.755 -1253 0.036 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 4188 ! 59651 59650 12.000 190.000 130.000 - 481.755 -1.367 0.125 4189 59464 59421 8.000 436.000 130.000 - 183.688 - 1.172 0.345 • • ID r EXHIBIT 12A ID • • e • EXHIBIT 12B • MikeNET Analysis ID Description: Peak Day with Cottages & Future Development ,• Results - Junctions • Number of Junctions: 75(Selection) ID • Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] 59320 313.500 0.000 493.581 78.029 • 59343 312.750 0.000 493.577 78.352 • 59370 312.000 0.000 494.324 79.001 59372 326.000 0.000 494.371 72.955 ID 59383 326.000 0.000 494.393 72.965 • 59384 325.000 0.000 494.458 73.426 59385 321.000 0.000 494.507 75.181 • 59386 320.000 13.300 494.394 ! 75.565 59387 318.000 23.520 494.321 76.400 ID • 59388 304.000 22.500 494.325 82.468 59389 316.000 15.940 494.330 77.271 ID 59409 328.500 0.000 494.280 71.832 • 59410 328.000 0.000 494.353 72.081 • 59411 327.000 98.890 494.452 72.557 59412 327.000 0.000 495.110 72.842 59413 324.000 7.720 494.894 74.049 ID • 59414 320.000 22.500 494.693 75.695 • 59415 328.000 0.000 496.012 72.800 ID • EXHIBIT l2B • • • • Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] • 59416 327.000 0.000 496.411 73.406 • 59417 323.000 0.000 494.486 74.305 ID 59419 317.914 6.000 494.614 76.564 • • 59420 321.000 28.500 495.022 75.404 59421 327.250 98.890 494.109 72.300 59425 325.700 5.560 494.089 72.963 59428 323.300 5.000 494.160 74.034 59429 339.200 10.000 493.523 66.868 59432 336.800 5.830 493.526 ! 67.910 59433 332.000 0.830 493.708 70.068 • • 59436 330.500 5.830 493.719 70.723 59437 326.700 3.330 493.545 72.294 59440 332.200 20.830 493.527 - ', 69.903 59441 328.000 16.670 493.550 71.733 59444 327.500 1.110 493.555 71.952 59445 336.200 8.610 493.521 68.167 59449 339.200 8.610 493.521 66.867 el • 59456 340.000 11.110 493.521 66.521 • 59457 345.300 18.890 493.518 64.223 59460 341.500 11.110 493.519 65.870 • 59461 331.000 7.220 493.730 70.511 59464 329.000 98.890 493.764 71.392 59465 322.500 0.000 493.541 74.112 59473 330.500 5.830 493.567 70.657 • • • EXHIBIT 12B • • • Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] 59476 330.500 8.330 493.606 70.674 59477 326.500 13.060 493.678 72.438 GI 59480 323.700 5.560 493.785 73.698 - 59484 324.500 6.940 493.831 73.371 59488 326.000 6.940 493.927 72.763 59489 325.700 5.560 494.027 72.936 • 59496 318.000 148.330 493.507 76.047 59497 328.800 2.080 493.744 71.470 59500 330.000 2.220 493.744 70.950 59504 329.300 5.560 493.776 71.267 • - 59508 330.800 2.780 493.723 70.595 59512 326.600 5.560 493.955 72.515 59516 ! 332.200 11.110 493.657 69.959 59517 334.000 15.830 493.571 69.142 59521 334.000 12.500 493.565 69.140 59525 336.800 24.170 493.559 67.924 59537 339.000 13.890 493.523 66.955 • 59541 320.700 95.670 492.636 74.500 • 59548 323.300 11.670 493.914 73.927 59552 329.200 8.330 493.923 71.375 59553 329.000 10.000 493.902 71.452 59560 330.000 2.500 493.776 70.964 59561 331.500 5.830 493.728 70.293 59564 330.600 0.000 493.729 70.684 • EXHIBIT 12B GI • • Junction ID Description Elevation Demand Grade ! Pressure [ft] [gpm] [ft] [psi] - 59565 327.000 5.560 493.929 72.330 59569 328.000 6.940 493.836 71.857 is 59577 331.500 1.670 493.692 70.278 • 59588 328.900 7.500 493.718 ! 71.416 59597 332.000 7.780 493.636 70.037 59605 332.000 "' 10.000 493.556 70.002 59636 335.500 5.000 493.536 68.477 59650 319.000 0.000 494.321 75.966 59651 323.300 40.000 494.196 74.049 • It • • • • • • • • • • • • • • EXHIBIT 12B • EXHIBIT 13A MikeNET Analysis ID Description: Peak Day with Cottages & Future Development with Fireflow at Node 59457 ID • Results - Pipes • Number of Pipes: 84 (Selection) ID • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss ID - [in] [ft] [millift] [gpm] [ft /s] [ft] 2789 1905 59419 18.000 325.541 130.000 - 2330.372 -2.938 0.549 • 4034 59343 59320 10.000 24.117 130.000 - 403.991 -1.650 0.028 - 4081 59372 59383 8.000 41.505 130.000 - 325.542 -2.078 0.095 ID • 4082 59383 59384 8.000 122.704 130.000 - 325.542 -2.078 0.280 ID 4083 59384 59417 8.000 52.182 130.000 - 325.542 -2.078 0.119 • 4084 59385 59386 12.000 191.702 130.000 532.656 1.511 0.151 ID ID 4085 59386 59650 12.000 132.302 130.000 519.357 1.473 0.100 4086 59387 59370 12.000 181.268 130.000 - 639.084 1.813 0.201 • 4087 59370 59388 12.000 74.027 130.000 - 639.084 -1.813 0.082 4088 59388 59389 12.000 204.664 130.000 - 661.584 -1.877 0.241 • • 4089 59389 1905 12.000 71.223 130.000 - 677.524 -1.922 0.088 4112 59409 59410 8.000 163.477 130.000 - 274.004 -1.749 0.272 4113 59410 59411 8.000 223.500 130.000 - 274.004 -1.749 0.371 • 4114 59411 59412 8.000 533.635 130.000 - 372.894 -2.380 1.568 4115 59412 59413 12.000 197.971 130.000 888.419 2.520 0.403 • 4116 59413 59414 12.000 189.021 130.000 880.699 2.498 0.379 - 4117 59414 59385 12.000 187.079 130.000 858.199 2.435 0.357 • 4118 59412 59415 12.000 463.974 130.000 - 1261.313 -3.578 1.808 ID EXHIBIT 13A ID G I Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] • fib 4119 59415 59416 12.000 205.281 130.000 - 1261.313 -3.578 0.800 4121 59416 6796 12.000 204.628 130.000 - 1261.313 - 3.578 0.797 4122 59372 59421 8.000 491.944 130.000 325.542 2.078 1.124 GI 4123 59417 59385 12.000 292.550 130.000 - 325.542 - 0.923 0.093 - 4126 59419 59420 18.000 468.475 130.000 - 2336.372 -2.946 0.793 4127 59420 1887 18.000 868.701 130.000 - 2364.872 -2.982 1.504 4128 59421 59409 8.000 384.941 130.000 - 274.004 - 1.749 0.639 4130 59425 59428 12.000 205.000 130.000 - 994.251 -2.820 0.514 • 4131 59429 59432 6.000 145.000 130.000 - 231.202 -2.623 0.714 4132 59433 59436 8.000 115.000 130.000 - 375.387 - 2.396 0.342 4133 59437 59440 8.000 300.000 130.000 731.934 4.672 3.074 ID • 4134 59441 59444 8.000 110.000 130.000 - 866.739 - 5.532 1.542 4135 59445 59432 6.000 240.000 130.000 - 209.570 -2.378 0.985 4136 59449 59445 6.000 145.000 130.000 - 200.960 -2.280 0.551 4137 59440 59456 8.000 280.000 130.000 711.104 4.539 2.720 • 4138 59457 59460 6.000 380.000 130.000 - 436.507 - 4.953 6.071 • 4139 59461 59464 8.000 180.000 130.000 - 401.767 -2.564 0.607 4140 59465 59444 8.000 150.000 130.000 470.223 3.001 0.677 • 4141 59444 59473 8.000 45.000 130.000 - 397.627 - 2.538 0.149 4142 159473 59476 8.000 135.000 130.000 - 403.457 -2.575 0.459 4143 59477 59480 8.000 265.000 130.000 - 424.847 - 2.712 0.992 • 4144 59480 59484 8.000 105.000 130.000 - 430.407 -2.747 0.402 4145 59484 59488 8.000 200.000 130.000 - 437.347 - 2.791 0.790 • 4146 59489 59425 8.000 110.000 130.000 - 449.847 - 2.871 0.458 • EXHIBIT 13A • • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] 4147 59343 59496 8.000 340.000 130.000 618.553 3.948 2.551 • 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 4149 59500 59504 8.000 80.000 130.000 - 482.724 -3.081 0.379 4150 59500 59508 8.000 55.000 130.000 478.424 3.054 0.256 - 4151 59425 59512 8.000 170.000 130.000 538.844 3.439 0.988 4152 59433 59516 8.000 150.000 ! 130.000 569.005 3.632 0.964 4153 59517 59516 8.000 305.000 ! 130.000 - 557.896 - 3.561 1.890 • 4154 59521 59517 8.000 190.000 130.000 - 87.552 -0.559 0.038 ID 4155 59525 59537 6.000 295.000 ! 130.000 430.344 4.883 4.591 4156 59508 59433 8.000 165.000 130.000 194.449 1.241 0.145 ID 4157 59517 59525 8.000 140.000 130.000 454.514 2.901 0.594 ID • 4158 59537 59460 6.000 165.000 130.000 447.617 5.079 2.762 ID 4159 59541 59428 4.000 220.000 130.000 - 95.670 -2.443 1.523 • 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.041 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 ! 0.006 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 4163 59504 59560 6.000 90.000 : 130.000 2.500 ! 0.028 0.000 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 - 4165 59565 59512 8.000 40.000 130.000 - 521.614 -3.329 0.219 4166 59569 59565 8.000 190.000 130.000 - 497.724 -3.177 0.953 4167 59504 59569 8.000 135.000 130.000 - 490.784 -3.133 0.660 4168 59577 59508 6.000 75.000 130.000 - 281.195 - 3.191 0.531 4169 59488 59489 8.000 190.000 130.000 - 444.287 -2.836 0.772 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 • EXHIBIT 13A • • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] 1millift] [gpm] [Ws] [ft] VI 4171 59436 59461 8.000 97.000 130.000 - 381.217 -2.433 0.297 • 4172 59476 59477 8.000 220.000 130.000 - 411.787 -2.628 0.777 • 4173 59597 59577 6.000 140.000 130.000 - 279.525 -3.172 0.980 4174 59521 59597 6.000 230.000 130.000 - 271.745 -3.084 1.528 41 4175 59605 59521 8.000 215.000 130.000 104.805 0.669 0.060 4176 59441 59605 8.000 280.000 130.000 114.805 0.733 0.093 4177 59437 59441 8.000 70.000 130.000 - 735.264 -4.693 0.723 4178 59456 59457 8.000 360.000 130.000 1082.383 6.909 7.614 4179 59449 59429 6.000 240.000 130.000 - 190.039 -2.156 0.822 • 4180 59456 59449 8.000 140.000 ! 130.000 - 382.388 -2.441 0.431 4181 59429 59537 6.000 285.000 130.000 31.164 0.354 0.034 • 4182 59432 59636 6.000 75.000 130.000 - 446.602 -5.068 1.250 4183 59636 59521 6.000 185.000 130.000 - 451.602 -5.124 3.148 4184 59496 59465 8.000 341.000 130.000 470.223 3.001 1.540 4185 59650 59387 12.000 44.000 130.000 - 615.564 -1.746 0.045 4186 59428 59651 12.000 65.000 130.000 - 1094.921 -3.106 0.195 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 - 4188 59651 59650 12.000 190.000 ` 130.000 - 1134.921 - 3.220 0.609 . 4189 59464 59421 8.000 436.000 130.000 - 500.657 -3.196 2.211 • • • i EXHIBIT 13A • • EXHIBIT 13B MikeNET Analysis Description: Peak Day with Cottages & Future Development with Fireflow at Node 59457 flb GI Results - Junctions • Number of Junctions: 75(Selection) Junction ID Description Elevation Demand Grade ! Pressure • [ft] [gpm] [ft] [psi] 59320 313.500 0.000 486.555 ! 74.985 59343 312.750 0.000 486.527 75.298 ID • 59370 312.000 0.000 488.122 76.313 59372 " 326.000 0.000 487.539 69.995 ID 59383 326.000 0.000 487.634 70.036 59384 325.000 0.000 487.915 70.591 59385 321.000 0.000 488.127 72.416 r 59386 320.000 13.300 487.975 72.784 G I 59387 318.000 23.520 487.921 73.627 • 59388 304.000 22.500 488.203 79.815 r 59389 316.000 15.940 488.445 74.720 • 59409 328.500 0.000 487.054 68.702 • • 59410 328.000 0.000 487.326 '' 69.036 • 59411 327.000 98.890 487.697 69.630 ✓ 59412 327.000 0.000 489.266 70.310 59413 324.000 7.720 488.862 71.435 • 59414 320.000 22.500 488.484 73.004 r 59415 328.000 0.000 491.073 " 70.660 ED • • EXHIBIT 13B r ID • • Junction ID ! Description Elevation Demand Grade Pressure ID • [ft] [gpm] [ft] [psi] 59416 327.000 0.000 491.873 ! 71.439 59417 323.000 0.000 488.034 71.509 59419 317.914 6.000 489.081 74.167 • 59420 321.000 28.500 489.874 ' 73.173 • 59421 327.250 98.890 486.415 68.966 • 59425 325.700 5.560 486.558 69.700 59428 323.300 5.000 487.072 70.962 59429 339.200 10.000 474.952 58.821 ID 59432 336.800 5.830 475.666 60.171 59433 332.000 0.830 482.957 65.410 59436 330.500 5.830 483.299 66.208 59437 326.700 3.330 479.494 66.205 59440 332.200 20.830 476.419 62.490 • 11111 59441 328.000 16.670 480.217 65.956 59444 327.500 1.110 481.759 66.840 59445 336.200 8.610 474.681 60.004 59449 339.200 8.610 474.130 58.465 • 59456 340.000 11.110 473.699 57.932 59457 345.300 1518.890 466.085 52.336 • 59460 341.500 11.110 472.156 56.613 59461 331.000 7.220 483.596 66.120 59464 329.000 98.890 484.203 67.250 59465 322.500 0.000 482.436 69.300 59473 330.500 5.830 481.908 65.605 ID EXHIBIT 13B • • fis Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] 59476 330.500 8.330 482.367 65.804 59477 326.500 13.060 483.144 67.874 59480 323.700 5.560 484.136 69.517 - 59484 324.500 6.940 484.538 69.345 59488 326.000 6.940 485.328 69.037 59489 325.700 5.560 486.100 69.501 59496 318.000 148.330 483.976 71.917 • 59497 328.800 2.080 483.358 , 66.970 59500 330.000 2.220 483.358 66.450 59504 329.300 5.560 483.738 66.918 • 59508 330.800 2.780 483.102 65.992 59512 326.600 5.560 485.570 68.882 59516 332.200 11.110 481.993 64.905 1111 59517 334.000 15.830 480.102 63.306 59521 334.000 12.500 480.064 63.290 59525 336.800 24.170 479.508 61.836 - 59537 339.000 13.890 474.918 58.893 - 59541 320.700 95.670 485.549 71.429 in 59548 323.300 11.670 485.528 ! 70.294 59552 329.200 8.330 485.345 ' 67.658 59553 329.000 10.000 485.324 67.735 59560 330.000 2.500 483.738 !; 66.615 59561 331.500 5.830 483.594 65.902 59564 330.600 0.000 483.596 66.293 • EXHIBIT 13B • • • Junction ID Description !; Elevation Demand Grade Pressure [ft] [bpm] [ft] [psi] 59565 327.000 5.560 485.351 68.613 59569 328.000 6.940 484.398 67.767 59577 331.500 1.670 482.571 65.459 ' • 59588 328.900 7.500 483.585 67.025 59597 332.000 7.780 481.592 64.818 59605 332.000 10.000 480.124 64.182 59636 335.500 5.000 476.916 61.276 ID 59650 319.000 0.000 487.876 73.174 • 59651 323.300 40.000 487.267 71.047 • ID IA • • • • • • • • ID • fla • EXHIBIT 13B • EXHIBIT 14A MikeNET Analysis • 4111 Description: Peak Day with Cottages with Fireflow of 1750 gpm at Node 59457 Results - Pipes • Number of Pipes: 85(Selection) Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] [millift] [gpm] [ft /s] [ft] 4034 59343 59320 10.000 24.117 130.000 - 507.706 -2.074 0.042 4081 59372 59383 8.000 41.505 130.000 - 104.871 -0.669 0.000 • 4082 59383 59384 8.000 122.704 130.000 - 104.871 -0.669 0.000 • 4083 59384 59417 8.000 52.182 130.000 - 104.871 -0.669 0.000 4084 59385 59386 12.000 191.702 130.000 - 217.463 -0.617 0.029 ai 4085 59386 59650 12.000 132.302 130.000 - 230.763 -0.655 0.022 • 4086 59387 59370 12.000 181.268 130.000 - 1661.339 -4.713 1.176 4087 59370 59388 12.000 74.027 130.000 - 1661.339 -4.713 0.480 4088 59388 59389 12.000 204.664 130.000 - 1661.339 -4.713 1.328 4089 59389 1905 12.000 71.223 130.000 - 1662.279 -4.716 0.463 • 4112 59409 59410 8.000 163.477 130.000 -0.000 -0.000 0.000 • 4113 59410 59411 8.000 223.500 130.000 33.441 0.213 0.000 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 • • 4115 59412 59413 12.000 197.971 130.000 - 104.871 -0.297 0.008 4116 59413 59414 12.000 189.021 130.000 - 112.591 -0.319 0.008 4117 59414 59385 12.000 187.079 130.000 112.591 - 0.319 0.008 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 • 4119 59415 59416 12.000 205.281 130.000 0.000 0.000 0.000 • • EXHIBIT 14A • • Pipe Node Node ID 1 2 Diameter Length ! Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft /s] [ft] 4121 59416 6796 12.000 204.628 130.000 -0.000 - 0.000 0.000 ID 4122 59372 59421 8.000 491.944 130.000 104.871 0.669 0.000 • 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 111 4126 59419 59420 18.000 468.475 130.000 - 3172.139 -3.999 1.398 - 4127 59420 1887 18.000 868.701 ! 130.000 - 3178.139 -4.007 2.600 4128 59421 ! 59409 8.000 384.941 130.000 11.439 0.073 0.000 4130 59425 59428 12.000 205.000 130.000 1417.886 -4.022 0.992 411 4131 59429 59432 6.000 145.000 130.000 - 262.665 -2.981 0.904 4132 59433 59436 8.000 115.000 130.000 131.251 0.838 0.049 • 4133 59437 59440 8.000 300.000 130.000 881.384 5.626 4.337 - 4134 59441 59444 8.000 110.000 130.000 - 1286.633 -8.212 3.204 - 4135 59445 59432 6.000 240.000 130.000 - 230.031 -2.610 1.171 4136 59449 59445 6.000 145.000 130.000 - 221.421 - 2.512 0.659 4137 59440 59456 8.000 280.000 130.000 860.554 5.493 3.873 flp 4138 59457 59460 6.000 380.000 130.000 - 504.025 -5.719 7.924 4139 59461 59464 8.000 180.000 130.000 0.000 0.000 0.000 4140 59465 59444 8.000 150.000 130.000 803.225 5.127 1.826 411 4141 59444 59473 8.000 45.000 130.000 - 484.518 -3.093 0.215 lb • 4142 59473 59476 8.000 135.000 130.000 - 490.348 -3.130 0.659 4D 4143 59477 59480 8.000 265.000 130.000 - 511.738 -3.266 1.400 4144 59480 59484 8.000 105.000 130.000 - 517.298 -3.302 0.566 411 4145 59484 59488 8.000 200.000 130.000 - 524.238 - 3.346 1.105 • 4146 59489 59425 8.000 110.000 130.000 - 536.738 - 3.426 0.635 ft 4147 59343 59496 8.000 340.000 130.000 803.225 5.127 4.139 • EXHIBIT 14A • • • • I ' • • Pipe Node Node • ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] 1millift] [gpm] [ft/s] [ft] • 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 4149 59500 59504 8.000 80.000 130.000 - 819.468 -5.230 1.011 • 4150 59500 59508 8.000 55.000 130.000 815.168 5.203 0.688 • 4151 59425 59512 8.000 170.000 130.000 875.588 5.589 2.428 • 4152 59433 59516 8.000 150.000 130.000 422.233 2.695 0.555 • 4153 59517 59516 8.000 305.000 130.000 - 411.123 - 2.624 1.074 • 4154 59521 59517 8.000 190.000 130.000 107.848 0.688 0.056 • • 4155 59525 59537 6.000 295.000 130.000 478.970 5.435 5.597 4156 59508 59433 8.000 165.000 130.000 554.314 3.538 1.011 4157 59517 59525 8.000 140.000 130.000 503.140 3.211 0.717 • 4158 59537 59460 6.000 165.000 130.000 515.135 5.845 3.582 • • 4159 59541 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 • 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 • 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 • • 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 • 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 • 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 • 4165 59565 59512 8.000 40.000 130.000 - 858.358 -5.479 0.551 • • 4166 59569 59565 8.000 190.000 130.000 - 834.468 -5.326 2.482 • 4167 59504 59569 8.000 135.000 130.000 - 827.528 -5.282 1.737 • 4168 59577 59508 6.000 75.000 130.000 - 258.074 -2.928 0.453 • • 4169 59488 59489 8.000 190.000 130.000 - 531.178 -3.390 1.075 • 4170 59561 59588 4.000 151.000 ! 130.000 7.500 0.191 0.009 • 4171 59436 59461 8.000 97.000 130.000 125.421 0.801 0.038 • • EXHIBIT 14A • • • • Pipe Node Node ID 1 2 Diameter Length Roughness Flow Velocity Headloss 4 [in] [ft] [millift] [gpm] [ft/s] [ft] • 4172 59476 59477 8.000 220.000 130.000 - 498.678 -3.183 1.108 4173 59597 59577 6.000 140.000 130.000 - 256.404 -2.909 0.835 4174 59521 59597 6.000 230.000 130.000 - 248.624 -2.821 1.296 4175 59605 59521 8.000 215.000 130.000 375.249 2.395 0.639 • 4176 59441 59605 8.000 280.000 130.000 385.249 2.459 0.874 4177 59437 59441 8.000 70.000 130.000 - 884.714 - 5.647 1.019 4178 59456 59457 8.000 360.000 130.000 1264.865 8.073 10.161 - 4179 59449 59429 6.000 240.000 130.000 - 202.611 -2.299 0.925 4180 59456 59449 8.000 140.000 130.000 - 415.421 -2.652 0.503 r 4181 59429 59537 6.000 285.000 130.000 50.055 0.568 0.082 • 4182 59432 59636 6.000 75.000 130.000 - 498.526 -5.657 1.533 ID 4183 59636 59521 6.000 185.000 130.000 - 503.526 -5.714 3.851 4184 59496 59465 8.000 341.000 130.000 803.225 5.127 4.151 ED 4185 59650 59387 12.000 44.000 130.000 - 1660.319 -4.710 0.285 4186 59428 59651 12.000 65.000 130.000 - 1429.556 -4.055 0.319 • 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 • 4188 59651 59650 12.000 190.000 130.000 - 1429.556 -4.055 0.933 • 4189 59464 59421 8.000 436.000 130.000 5.949 0.038 0.000 4B • • • • ID • • • EXHIBIT 14A ED • ID • EXHIBIT 14B MikeNET Analysis - Description: Peak Day with Cottages with Fireflow of 1750 gpm at Node 59457 Results - Junctions Number of Junctions: 78(Selection) Junction ID Description Elevation Demand Grade Pressure [ft] [gpm] [ft] [psi] lb • 59320 313.500 0.000 483.913 73.840 59343 312.750 0.000 483.871 74.147 59370 312.000 0.000 484.223 74.624 59372 326.000 0.000 - 23364954.0 - 10124176.0 - 59383 326.000 0.000 - 23364954.0 - 10124176.0 59384 325.000 0.000 - 23364954.0 - 10124175.0 59385 321.000 0.000 482.710 70.069 • 59386 320.000 13.300 482.739 70.515 59387 318.000 1.020 483.046 71.515 59388 304.000 0.000 484.703 78.299 59389 316.000 0.940 486.031 73.674 - 59409 328.500 0.000 - 23364954.0 - 10124177.0 59410 328.000 0.000 - 23364954.0 - 10124177.0 59411 327.000 98.890 - 23364954.0 - 10124176.0 59412 327.000 0.000 482.686 67.459 59413 324.000 7.720 482.694 68.762 f 59414 320.000 0.000 482.702 70.499 59415 328.000 0.000 493.332 71.638 - 59416 327.000 0.000 493.332 72.072 • • EXHIBIT 14B • • • • Junction ID Description Elevation Demand Grade Pressure - [ft] [gpm] [ft] [psi] GI 59417 323.000 0.000 - 23364954.0 - 10124175.0 59419 317.914 6.000 487.461 73.465 59420 321.000 6.000 488.859 72.733 - 59421 327.250 98.890 - 23364954.0 - 10124176.0 59425 325.700 5.560 480.516 67.082 59428 323.300 5.000 481.508 68.552 • 59429 339200 10.000 462.749 53.534 59432 336.800 5.830 463.654 54.966 59433 332.000 0.830 470.610 60.060 59436 330.500 5.830 470.561 60.688 • - 59437 326.700 3.330 469.531 61.889 59440 332.200 20.830 465.194 57.626 59441 328.000 16.670 470.550 61.767 • • 59444 327.500 1.110 473.755 63.372 59445 336.200 8.610 462.483 54.718 59449 339.200 8.610 461.824 53.133 - 59456 340.000 11.110 461.321 52.569 • - 59457 345.300 1768.890 451.160 45.869 59460 341.500 11.110 459.084 50.949 59461 331.000 7.220 470.523 60.455 59464 329.000 98.890 - 23364954.0 - 10124177.0 ID 59465 322.500 0.000 475.581 66.330 59473 330.500 5.830 473.970 62.165 59476 330.500 8.330 474.628 62.451 • • EXHIBIT 14B • ID • Junction ID Description Elevation Demand j Grade Pressure • [ft] [gpm] [ft] [psi] 59477 326.500 13.060 475.736 64.664 59480 323.700 5.560 477.136 66.484 59484 324.500 6.940 477.702 66.382 • 59488 326.000 6.940 478.806 66.211 59489 325.700 5.560 479.882 66.807 59496 318.000 0.000 479.732 70.078 • 59497 328.800 2.080 472.308 62.182 59500 330.000 2.220 472.308 61.662 • 59504 329.300 5.560 473.319 62.403 - 59508 330.800 2.780 471.620 61.017 59512 326.600 5.560 478.089 65.640 59516 332.200 11.110 470.055 59.733 59517 334.000 15.830 468.981 58.487 • 59521 334.000 12.500 469.037 58.512 GI 59525 336.800 24.170 468.264 56.963 59537 339.000 13.890 462.667 53.585 59541 320.700 6.670 481.497 69.674 - 59548 323.300 11.670 478.047 67.052 • 59552 329.200 8.330 477.532 64.272 59553 329.000 10.000 477.511 64.350 59560 330.000 2.500 473.319 62.100 59561 331.500 5.830 470.521 60.238 • 59564 330.600 0.000 470.523 60.629 • 59565 327.000 5.560 477.538 65.228 ID - EXHIBIT 14B • • • Junction ID Description Elevation Demand ! Grade Pressure [ft] [gpm] [ft] [psi] 59569 328.000 6.940 475.056 63.719 59577 331.500 1.670 471.168 60.518 59588 328.900 7.500 470.512 61.360 • 59597 332.000 7.780 470.333 59.940 59605 332.000 10.000 469.676 59.655 59636 335.500 5.000 465.186 56.193 • 59650 319.000 0.000 482.761 70.958 • 59651 323.300 0.000 481.828 68.690 • • • • • • • ID is • • 1 • • • ED • • • • • - EXHIBIT 14B • • EXHIBIT 15A MikeNET Analysis • Description: Peak Day with Cottages with Fireflow of 1125 gpm at Node 59489 and Node 59484 • Results - Pipes • Number of Pipes: 84(Selection) Pipe Node Node ID ID 1 2 Diameter Length Roughness Flow Velocity Headloss ID [in] [ft] 1millift] [gpm] [Ws] [ft] 4111 4034 59343 59320 10.000 24.117 130.000 - 475.843 -1.944 0.038 4081 59372 59383 8.000 41.505 130.000 - 93.690 -0.598 0.000 4082 59383 59384 8.000 122.704 130.000 - 93.690 -0.598 0.000 4083 59384 59417 8.000 52.182 130.000 - 93.690 -0.598 0.000 • 4084 59385 59386 12.000 191.702 130.000 - 195.101 -0.553 0.024 4085 59386 59650 12.000 132.302 130.000 - 208.401 -0.591 0.018 4086 59387 59370 12.000 181.268 130.000 - 2176.179 -6.173 1.939 • • 4087 59370 59388 12.000 74.027 130.000 - 2176.179 -6.173 0.792 4088 59388 59389 12.000 204.664 130.000 - 2176.179 -6.173 2.190 4089 59389 1905 12.000 71.223 130.000 - 2177.119 -6.176 0.763 1111 4112 59409 59410 8.000 163.477 130.000 5.200 0.033 0.000 • 4113 59410 59411 8.000 223.500 130.000 5.200 0.033 0.000 • 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 4115 59412 59413 12.000 197.971 130.000 93.690 - -0.266 0.006 • 4116 59413 59414 12.000 189.021 130.000 - 101.410 -0.288 0.007 4117 59414 59385 12.000 187.079 130.000 - 101.410 -0.288 0.007 4118 59412 59415 12.000 463.974 130.000 0.000 0.000 0.000 • • EXHIBIT 15A • • • Pipe Node Node Diameter • ID 1 2 Length Roughness Flow Velocity Headloss [ in ] [ft] [millift] [gpm] [Ws] [ft] 4119 59415 59416 12.000 205.281 130.000 - 0.000 -0.000 0.000 • 4121 59416 6796 12.000 204.628 130.000 -0.000 - 0.000 0.000 4122 59372 59421 8.000 491.944 130.000 93.690 0.598 0.000 4123 59417 59385 12.000 292.550 130.000 0.000 0.000 0.000 • 4126 ! 59419 59420 18.000 468.475 130.000 - 3464.978 -4.369 1.646 • 4127 59420 1887 18.000 868.701 130.000 - 3470.978 - 4.376 3.062 • 4128 59421 59409 8.000 384.941 130.000 5.200 0.033 0.000 ID 1 • 4130 59425 59428 12.000 205.000 130.000 - 1955.088 -5.546 1.798 4131 59429 59432 6.000 145.000 130.000 - 12.572 -0.143 0.003 4132 59433 ' 59436 " 8.000 115.000 130.000 120.070 0.766 0.041 4133 59437 59440 8.000 300.000 130.000 55.951 0.357 0.026 • 4134 59441 59444 8.000 110.000 130.000 - 102.370 -0.653 0.029 4135 59445 59432 6.000 240.000 130.000 -9.663 -0.110 0.003 • 4136 59449 59445 6.000 145.000 130.000 -1.053 -0.012 0.000 11111 4137 59440 59456 8.000 280.000 130.000 35.121 0.224 0.010 4138 59457 59460 ! 6.000 380.000 130.000 -1.079 -0.012 0.000 4139 59461 59464 ! 8.000 180.000 130.000 0.000 0.000 0.000 4140 59465 59444 8.000 150.000 130.000 754.842 4.818 1.628 • 4141 59444 59473 8.000 45.000 130.000 651.363 4.158 0.372 • 4142 59473 59476 ! 8.000 135.000 130.000 645.533 4.120 1.096 4143 59477 59480 8.000 265.000 130.000 624.143 3.984 2.022 VD 4144 59480 59484 8.000 105.000 130.000 618.583 3.948 0.788 • 4145 59484 59488 8.000 200.000 130.000 - 513.357 -3.277 1.063 4146 59489 59425 8.000 110.000 130.000 - 1650.857 - 10.537 5.084 EXHIBIT 15A • GI • Pipe Node Node • ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] 1mi'lift] [gpm] [Ws] [ft] 4147 59343 59496 8.000 340.000 130.000 754.842 4.818 3.689 4148 59497 59500 6.000 90.000 130.000 - 2.080 - 0.024 0.000 4149 59500 59504 8.000 80.000 130.000 - 242.551 - 1.548 0.106 11111 4150 59500 59508 8.000 55.000 130.000 238.251 1.521 0.071 - 4151 59425 59512 8.000 170.000 130.000 298.671 1.906 0.331 4152 59433 59516 8.000 150.000 130.000 55.271 0.353 0.013 • 4153 59517 59516 ! 8.000 305.000 130.000 - 44.161 -0.282 0.017 ID ID 4154 59521 59517 8.000 190.000 130.000 20.703 0.132 0.003 4155 59525 59537 6.000 295.000 130.000 24.864 0.282 0.023 • 4156 59508 59433 8.000 165.000 130.000 176.171 1.124 0.121 4157 59517 59525 8.000 140.000 130.000 49.034 0.313 0.010 - 4158 59537 ! 59460 6.000 165.000 130.000 12.189 0.138 0.004 4159 59541 ! 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 • 4162 59553 59552 ! 4.000 200.000 130.000 - 10.000 -0.255 0.021 4163 59504 59560 6.000 90.000 130.000 2.500 0.028 0.000 41111 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 - 4165 59565 59512 8.000 40.000 130.000 - 281.441 -1.796 0.070 4166 59569 59565 8.000 190.000 130.000 - 257.551 -1.644 0.281 ID 4167 59504 59569 8.000 135.000 130.000 - 250.611 -1.600 0.190 ID 4168 59577 59508 6.000 75.000 130.000 - 59.300 -0.673 0.030 • 4169 59488 59489 8.000 190.000 130.000 - 520.297 -3.321 1.035 • 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 EXHIBIT 15A • • • • • Pipe Node Node • ID 1 2 Diameter Length ! Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [Ws] [ft] • 4171 59436 59461 8.000 97.000 130.000 114.240 0.729 0.032 4172 59476 59477 8.000 220.000 130.000 637.203 4.067 1.744 • 4173 59597 ' 59577 ! 6.000 140.000 130.000 - 57.630 -0.654 0.053 • • 4174 59521 59597 6.000 230.000 130.000 - 49.850 -0.566 0.066 • 4175 59605 59521 8.000 215.000 130.000 16.419 0.105 0.002 • 4176 ` 59441 59605 8.000 280.000 130.000 26.419 0.169 0.006 • 4177 59437 59441 8.000 70.000 130.000 - 59.281 -0.378 0.007 • • 4178 59456 59457 8.000 360.000 130.000 17.811 0.114 0.004 • 4179 59449 59429 6.000 240.000 130.000 - 1.357 -0.015 0.000 • 4180 59456 59449 8.000 140.000 130.000 6200 0.040 0.000 • 4181 59429 59537 6.000 285.000 130.000 1.215 0.014 0.000 • 4182 59432 59636 6.000 75.000 130.000 - 28.066 - 0.318 0.007 • 4183 59636 59521 6.000 185.000 130.000 - 33.066 -0.375 0.025 • 4184 59496 59465 8.000 341.000 130.000 754.842 4.818 3.700 • • 4185 59650 ! 59387 12.000 44.000 130.000 - 2175.159 -6.170 0.470 • 4186 59428 59651 12.000 65.000 130.000 - 1966.758 -5.579 0.577 • 4187 59461 ! 59564 ! 8.000 57.000 130.000 13.330 0.085 0.000 • 4188 59651 ! 59650 12.000 190.000 130.000 - 1966.758 -5.579 1.685 • • 4189 59464 59421 8.000 436.000 130.000 0.000 0.000 0.000 • • • • • • • • EXHIBIT 15A • • • • • • • i EXHIBIT 15B MikeNET Analysis ID Description: Peak Day with Cottages with Fireflow of 1125 gpm at Node 59489 and Node 59484 • • Results - Junctions • Number of Junctions: 75(Selection) • • Junction ID Description Elevation Demand Grade Pressure Quality • [ft] [gpm] [ft] [psi] • 59320 313.500 0.000 481.831 72.938 0.000 i • 59343 312.750 0.000 481.793 73.246 0.000 • 59370 312.000 0.000 480.406 72.970 0.000 • 59372 326.000 0.000 - 20873840.0 - 9044776.00 ! 0.000 • • 59383 326.000 0.000 - 20873840.0 - 9044776.00 ! 0.000 • 59384 325.000 0.000 - 20873840.0 - 9044776.00 0.000 • 59385 321.000 0.000 477.955 68.009 0.000 • 59386 320.000 13.300 477.978 68.452 0.000 • 59387 318.000 1.020 478.467 69.530 0.000 • 59388 304.000 0.000 481.198 76.780 0.000 • 59389 316.000 0.940 483.388 72.529 0.000 • 59409 328.500 0.000 - 20873840.0 : - 9044777.00 0.000 • 59410 328.000 0.000 - 20873840.0 - 9044777.00 0.000 • 59411 327.000 98.890 - 20873840.0 - 9044777.00 0.000 • • 59412 327.000 0.000 477.935 65.400 0.000 • 59413 324.000 7.720 477.941 66.703 0.000 • 59414 320.000 0.000 477.948 68.439 0.000 • 59415 328.000 0.000 492.046 71.081 0.000 i • 59416 327.000 0.000 492.046 71.514 0.000 • • EXHIBIT 15B i • • Si a a al al a Junction ID Description ! Elevation Demand Grade Pressure Quality II II [ft] [gpm] [ft] [psi] • 59417 323.000 0.000 - 20873840.0 - 9044775.00 0.000 • 59419 317.914 6.000 485.290 72.524 0.000 - 59420 321.000 6.000 486.936 71.900 0.000 al • 59421 327.250 98.890 - 20873840.0 ! - 9044777.00 0.000 O 59425 325.700 5.560 473.936 64.231 0.000 0 59428 323.300 5.000 475.735 66.050 0.000 III - 59429 339.200 10.000 472.703 57.847 0.000 • 59432 336.800 5.830 472.707 58.888 0.000 • 59433 332.000 0.830 472.766 60.994 0.000 - 59436 330.500 5.830 472.725 61.626 0.000 • 59437 326.700 3.330 472.740 63.279 0.000 • 59440 332.200 20.830 472.714 60.885 0.000 II 59441 328.000 16.670 472.747 62.719 0.000 - 59444 327.500 1.110 472.777 62.948 0.000 • 59445 336.200 8.610 472.703 59.147 0.000 • 59449 339.200 8.610 472.703 57.847 0.000 - 59456 340.000 ! 11.110 472.704 57.500 0.000 • 59457 345.300 18.890 472.700 55.202 0.000 II 59460 341.500 11.110 472.700 56.849 0.000 a 59461 331.000 7.220 472.693 61.396 0.000 II - 59464 329.000 98.890 - 20873840.0 - 9044777.00 0.000 • 59465 322.500 0.000 474.404 65.820 0.000 • 59473 330.500 5.830 472.405 61.487 0.000 - 59476 "' 330.500 8.330 471.309 61.012 0.000 0 ea EXHIBIT 15B 0 0 0 0 a • Junction ID Description Elevation Demand Grade Pressure Quality • • [ft] [gpm] [ft] [psi] • 59477 326.500 13.060 469.564 61.990 0.000 • 59480 323.700 5.560 467.543 62.327 0.000 • 59484 324.500 ; 1131.940 466.755 61.639 0.000 II • 59488 326.000 6.940 467.817 61.449 0.000 • 59489 325.700 1130.560 468.852 62.028 0.000 59496 318.000 0.000 478.104 69.373 0.000 • 59497 328.800 2.080 472.958 62.464 0.000 • 59500 330.000 2.220 472.958 61.944 0.000 • 59504 329.300 5.560 473.064 62.293 0.000 - 59508 330.800 2.780 472.887 61.566 0.000 II • 59512 326.600 5.560 473.605 63.697 0.000 • 59516 332.200 11.110 472.754 60.902 0.000 59517 334.000 15.830 472.736 60.114 0.000 • 59521 334.000 12.500 472.739 60.116 0.000 • 59525 336.800 24.170 472.727 58.897 0.000 • 59537 339.000 13.890 472.703 57.934 0.000 • 59541 320.700 6.670 475.724 67.172 0.000 ID • 59548 323.300 11.670 473.564 65.109 0.000 • 59552 329.200 ' 8.330 473.530 62.538 0.000 0 59553 329.000 ! 10.000 473.508 62.616 0.000 II • 59560 330.000 2.500 473.064 61.990 0.000 • 59561 331.500 5.830 472.691 61.178 0.000 • 59564 330.600 0.000 472.693 61.569 0.000 II • 59565 327.000 5.560 473.535 63.494 0.000 • III EXHIBIT 15B ID II • • Junction ID Description Elevation Demand Grade Pressure Quality [ft] [gpm] [ft] [psi] 59569 328.000 6.940 473.254 62.939 0.000 • 59577 331.500 1.670 472.858 61.250 0.000 59588 328.900 7.500 472.682 62.301 0.000 • 59597 332.000 7.780 472.805 61.011 0.000 59605 332.000 10.000 472.741 60.983 0.000 � 59636 335.500 5.000 472.714 59.455 0.000 • 59650 319.000 0.000 477.997 68.893 0.000 59651 323.300 0.000 476.311 66.300 0.000 • • • • • • • • • • lb IA • • EXHIBIT 15B • • - EXHIBIT 16A MikeNET Analysis • Description: Peak Day with Cottages with Fireflow of 1125 gpm at Node 59512 and Node 59560 • Results - Pipes Number of Pipes: 84(Selection) • Pipe Node Node Diameter Length Roughness Flow Velocity Headloss ID 1 2 [in] [ft] 1millift] [gpm] [Ws] [ft] 4111 4034 59343 59320 10.000 24.117 130.000 - 481.790 -1.968 0.038 . 4081 59372 59383 8.000 41.505 130.000 - 96.333 -0.615 0.000 • 4082 59383 59384 8.000 122.704 130.000 - 96.333 -0.615 0.000 4083 59384 59417 8.000 52.182 130.000 - 96.333 -0.615 0.000 - 4084 59385 59386 ! 12.000 191.702 130.000 - 200.387 -0.568 0.025 4085 59386 59650 12.000 132.302 130.000 - 213.687 -0.606 0.019 • 4086 59387 59370 12.000 181.268 130.000 - 2174.296 -6.168 1.936 • 1111 4087 59370 59388 12.000 74.027 130.000 - 2174.296 -6.168 0.791 4088 59388 59389 12.000 204.664 130.000 - 2174.296 -6.168 2.186 ID 4089 59389 ! 1905 12.000 71.223 130.000 - 2175.236 -6.171 0.761 ao 4112 59409 59410 8.000 163.477 130.000 - 16.720 -0.107 0.000 . 4113 59410 59411 8.000 223.500 130.000 2.557 0.016 0.000 S I 4114 59411 59412 8.000 533.635 130.000 0.000 0.000 0.000 • 4115 59412 59413 12.000 197.971 130.000 - 96.333 -0.273 0.007 - 4116 59413 59414 ; 12.000 189.021 130.000 - 104.053 -0.295 0.007 4117 59414 59385 12.000 187.079 130.000 - 104.053 -0.295 0.007 4118 59412 ! 59415 12.000 463.974 130.000 0.000 0.000 0.000 0 - EXHIBIT 16A • • ID • Pipe ! Node ! Node ID 1 2 Diameter Length Roughness Flow ; Velocity Headloss [in] [ft] 1millift] [gpm] [ft/s] [ft] 4119 ID 4119 59416 12.000 205.281 130.000 -0.000 - 0.000 0.000 �� 4121 59416 6796 12.000 204.628 130.000 -0.000 -0.000 0.000 4122 ! 59372 59421 8.000 491.944 130.000 96.333 0.615 0.000 • 4123 59417 59385 ! 12.000 292.550 130.000 0.000 0.000 0.000 • 4126 59419 59420 ! 18.000 468.475 130.000 - 3469.641 -4.375 1.650 4127 59420 1887 18.000 868.701 130.000 - 3475.641 -4.382 3.069 ID 4128 59421 59409 8.000 384.941 130.000 -5.113 -0.033 0.000 4130 59425 59428 12.000 205.000 130.000 - 1947.919 -5.526 1.786 4131 59429 59432 6.000 145.000 130.000 35.727 0.405 0.022 4132 59433 59436 8.000 115.000 130.000 122.713 0.783 0.043 ID • 4133 59437 59440 8.000 300.000 130.000 389.452 2.486 0.956 • 4134 59441 59444 ! 8.000 110.000 130.000 - 958.251 -6.116 1.857 f 4135 59445 59432 6.000 240.000 130.000 94.562 1.073 0.226 4136 59449 59445 6.000 145.000 130.000 103.172 1.171 0.160 4137 59440 ; 59456 ! 8.000 280.000 130.000 368.622 2.353 0.806 4138 59457 59460 6.000 380.000 130.000 104.535 1.186 0.430 • 4139 59461 59464 8.000 180.000 ! 130.000 0.000 0.000 0.000 e l • 4140 59465 59444 8.000 150.000 ' 130.000 764.654 4.881 1.667 • 4141 ! 59444 59473 8.000 45.000 130.000 - 194.707 -1.243 0.040 4142 59473 59476 8.000 135.000 ! 130.000 - 200.537 -1.280 0.126 4143 ! 59477 ! 59480 8.000 265.000 130.000 - 221.927 -1.417 0.298 4144 59480 59484 8.000 105.000 130.000 - 227.487 -1.452 0.124 4145 59484 59488 8.000 200.000 ! 130.000 - 234.427 -1.496 0.249 • 4146 59489 59425 8.000 110.000 130.000 - 246.927 -1.576 0.151 - EXHIBIT 16A ID • • • • P Node :Node ' ID 1 2 Diameter Length Roughness Flow Velocity Headloss [in] [ft] [millift] [gpm] [ft/s] [ft] - 4147 59343 59496 8.000 340.000 130.000 764.654 4.881 3.778 4148 59497 59500 6.000 90.000 130.000 -2.080 -0.024 0.000 4149 59500 59504 8.000 80.000 130.000 610.688 3.898 0.586 4150 59500 59508 8.000 55.000 130.000 - 614.988 -3.925 0.408 lb • 4151 59425 59512 8.000 170.000 130.000 1695.432 10.822 8.255 4152 59433 59516 8.000 150.000 130.000 - 469.510 2.997 0.675 4153 ! 59517 ! 59516 8.000 305.000 130.000 480.620 3.068 1.434 4154 59521 59517 8.000 190.000 130.000 364.506 2.327 0.535 4155 ! 59525 59537 6.000 295.000 130.000 - 156.114 -1.771 0.702 4156 59508 59433 8.000 165.000 130.000 - 345.966 -2.208 0.422 4157 59517 59525 8.000 140.000 130.000 - 131.944 -0.842 0.060 - 4158 59537 59460 6.000 165.000 130.000 - 93.425 -1.060 0.152 4159 59541 59428 4.000 220.000 130.000 -6.670 -0.170 0.011 • 4160 59512 59548 4.000 295.000 130.000 11.670 0.298 0.042 4161 59565 59552 6.000 130.000 130.000 18.330 0.208 0.006 4162 59553 59552 4.000 200.000 130.000 - 10.000 -0.255 0.021 4163 59504 59560 6.000 90.000 130.000 1127.500 94 8.337 - 4164 59561 59564 6.000 65.000 130.000 - 13.330 -0.151 0.002 - 4165 59565 59512 ! 8.000 40.000 130.000 - 553.202 - 3.531 0.244 4166 59569 59565 8.000 190.000 " 130.000 - 529.312 -3.378 1.068 4167 59504 59569 8.000 135.000 130.000 - 522.372 -3.334 0.741 • 4168 59577 59508 6.000 75.000 130.000 271.801 3.084 0.498 4169 59488 59489 8.000 190.000 130.000 - 241.367 -1.541 0.250 4170 59561 59588 4.000 151.000 130.000 7.500 0.191 0.009 ID EXHIBIT 16A • fra Pipe Node Node !, ID 1 2 Diameter Length Roughness Flow Velocity Headloss • [in] [ft] , [millift] [gpm] [Ws] [ft] • 4171 59436 59461 8.000 97.000 130.000 116.883 0.746 0.033 4172 59476 59477 8.000 220.000 130.000 - 208.867 -1.333 0.221 4173 59597 59577 6.000 140.000 130.000 273.471 3.103 0.941 4174 59521 59597 6.000 230.000 130.000 281.251 3.191 1.628 • 4175 59605 59521 8.000 215.000 130.000 538.799 3.439 1.249 • 4176 59441 59605 8.000 280.000 130.000 548.799 3.503 1.683 4177 59437 59441 8.000 70.000 130.000 - 392.782 -2.507 0.227 • 4178 59456 59457 8.000 360.000 130.000 123.425 0.788 0.137 1 4179 59449 59429 ! 6.000 240.000 i 130.000 122.306 1.388 0.363 • 4180 59456 59449 8.000 140.000 130.000 234.087 1.494 0.174 - 4181 59429 59537 6.000 285.000 130.000 76.579 0.869 0.181 • 4182 59432 59636 6.000 75.000 130.000 124.459 1.412 0.117 4183 59636 59521 6.000 185.000 130.000 119.459 1.356 0.268 4184 59496 59465 ` 8.000 341.000 130.000 764.654 4.881 3.789 4185 ! 59650 59387 12.000 44.000 130.000 - 2173.276 -6.165 0.470 4186 59428 ` 59651 12.000 65.000 130.000 - 1959.589 -5.559 0.573 4187 59461 59564 8.000 57.000 130.000 13.330 0.085 0.000 4188 59651 59650 12.000 190.000 130.000 - 1959.589 - 5.559 1.674 • 4189 59464 59421 8.000 436.000 130.000 -2.557 -0.016 0.000 • • • • fib • • EXHIBIT 16A • • • fo • EXHIBIT 16B • MikeNET Analysis Description: Peak Day with Cottages with Fireflow of 1125 gpm at Node 59512 and Node 59560 • Results - Junctions ID Number of Junctions: 75(Selection) r • Junction ID ' Description Elevation Demand Grade Pressure Quality [ft] [gpm] [ft] [psi] 59320 313.500 0.000 481.751 72.903 0.000 59343 312.750 0.000 481.712 73.211 0.000 59370 312.000 0.000 480.373 72.956 0.000 - 59372 326.000 0.000 - 21462704.0 - 9299931.00 0.000 GI - 59383 326.000 0.000 - 21462704.0 - 9299931.00 ! 0.000 59384 325.000 0.000 - 21462704.0 - 9299930.00 0.000 59385 321.000 0.000 477.924 67.995 0.000 41111 59386 320.000 13.300 477.948 68.439 0.000 59387 318.000 1.020 478.437 69.517 0.000 59388 304.000 0.000 481.164 76.765 0.000 • 59389 316.000 0.940 483.350 72.513 0.000 - 59409 328.500 0.000 - 21462704.0 - 9299932.00 0.000 • 59410 328.000 0.000 - 21462704.0 - 9299932.00 0.000 59411 327.000 98.890 - 21462704.0 - 9299931.00 0.000 • 59412 327.000 0.000 477.903 65.386 0.000 ID 59413 324.000 7.720 477.909 66.689 0.000 • 59414 320.000 0.000 477.917 68.425 0.000 - 59415 328.000 0.000 492.024 71.072 0.000 • 59416 327.000 0.000 492.024 71.505 0.000 • EXHIBIT 16B • al i e a 0 vs Junction ID ' Description Elevation Demand Grade Pressure Quality ID [ft] Igpml [ft] [psi] • 59417 323.000 0.000 - 21462704.0 - 9299930.00 0.000 ID 59419 317.914 6.000 485.254 72.508 0.000 ID 59420 321.000 6.000 486.904 71.886 0.000 II s _ • 59421 327.250 98.890 - 21462704.0 - 9299931.00 0.000 • 59425 325.700 5.560 473.935 64.230 0.000 • 59428 323.300 5.000 475.721 66.044 0.000 ID 59429 339.200 10.000 468.096 55.851 0.000 • 59432 336.800 5.830 468.074 56.881 0.000 • 59433 332.000 0.830 465.043 57.648 0.000 0 59436 330.500 5.830 465.000 58.279 0.000 ID • 59437 326.700 3.330 470.395 62.263 0.000 • 59440 332.200 20.830 469.439 59.466 0.000 • 59441 328.000 16.670 470.621 61.798 0.000 i ID 59444 327.500 1.110 472.478 62.819 0.000 • 59445 336.200 8.610 468.299 57.239 0.000 ID 59449 339.200 8.610 468.460 56.008 0.000 ID 59456 340.000 11.110 468.633 55.737 0.000 ID • 59457 345.300 18.890 468.497 53.381 0.000 • 59460 341.500 11.110 468.067 54.841 0.000 • 59461 331.000 7.220 464.967 58.048 0.000 - 59464 329.000 98.890 - 21462704.0 - 9299932.00 0.000 ID • 59465 322.500 0.000 474.145 65.708 0.000 ID 59473 330.500 5.830 472.517 61.536 0.000 ID 59476 330.500 8.330 472.643 61.591 0.000 ID • ID EXHIBIT 16B ID ID • • e al • • a Junction ID ' Description ! Elevation Demand Grade Pressure Quality II ID [ft] [gPm] [ft] _ [psi] 59477 326.500 13.060 472.864 63.420 0.000 ID 59480 323.700 5.560 473.162 64.762 0.000 59484 324.500 6.940 473.286 64.469 0.000 411 59488 326.000 - 6.940 473.535 63.927 0.000 • 59489 325.700 5.560 473.784 64.165 0.000 • 59496 318.000 0.000 477.934 69.299 0.000 • 111 59497 328.800 ' 2.080 464.213 58.674 0.000 ID 59500 330.000 2.220 464.213 58.154 0.000 • 59504 329.300 5.560 463.627 58.204 0.000 59508 330.800 2.780 464.621 57.985 0.000 411 59512 326.600 31130.560 465.680 60.263 0.000 • 59516 332.200 11.110 465.719 57.854 0.000 • 59517 334.000 15.830 467.153 57.695 0.000 - 59521 334.000 12.500 467.688 57.927 0.000 • 59525 336.800 ' 24.170 467.213 56.508 0.000 • 59537 339.000 13.890 467.915 55.859 0.000 11 59541 320.700 6.670 475.710 67.166 0.000 111 59548 323.300 11.670 465.638 61.675 0.000 • 59552 329.200 8.330 465.430 59.028 0.000 • 59553 329.000 10.000 465.409 59.106 0.000 • 59560 330.000 1127.500 455.290 54.288 0.000 • 59561 331.500 5.830 464.965 57.830 0.000 • 59564 330.600 0.000 464.967 58.221 0.000 8 59565 327.000 5.560 465.436 59.984 0.000 • EXHIBIT 16B • • • • • • • Junction ID ' Description Elevation ` Demand Grade Pressure Quality [ft] [gpm] [ft] [psi] 59569 328.000 6.940 464.367 59.088 0.000 • 59577 331.500 1.670 465.119 57.897 0.000 59588 328.900 7.500 464.956 58.953 0.000 • 59597 332.000 7.780 466.060 58.088 0.000 • 59605 332.000 10.000 468.938 59.335 0.000 • 59636 335.500 5.000 467.956 57.393 0.000 • • 59650 319.000 0.000 477.968 68.881 0.000 • 59651 323.300 0.000 476.294 66.292 0.000 • • • • • • • • • • • • • • • • • • • • • • • EXHIBIT 16B • • • •