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Home My WebLink AboutMarana Water Master Plan 1998-Volume 2TOWN OF MARANA Water Master Plan Prepared for: FINAL April 22, 1998 Revised June 24, 1998 Volume 2 of 2 Town of Marana Municipal Water System 12775 N. Sanders Road Marana, Arizona 85653 Prepared by: mEEC I I [I I I I I I I I I I I I I I I I TOWN OF MARANA WATER MASTER PLAN MARANA, ARIZONA VOLUME 2 of 2 PREPARED FOR: TOWN OF MARANA MUNICIPAL WATER SYSTEM DEPARTMENT 12775 N. SANDERS ROAD MARANA, ARIZONA 85653 EEC Project #2010 FINAL April 22, 1998 Revised June 24, 1998 PREPARED BY: ENVIRONMENTAL ENGINEERING CONSULTANTS, INC. 4625 E. FORT LOWELL ROAD, SUITE 200 TUCSON, ARIZONA 85712 (520) 321-4625 I I I I I I I I I I I I I I I I I I I I APPENDIX A ENGINEERING EVALUATION CRITERIA I I I I I I I I I I I I I I I I I I I Engineering Evaluation Criteria Primary criteria for the evaluation of water systems is based on the requirements of the Arizona Department of Environmental Quality Engineering Bulletin No. 10, "Guidelines for the Construction of Water Systems", and Tucson Water design standards. In many cases, the Tucson Water design criteria are more stringent than ADEQ criteria, and may not be appropriate for application to small water systems. · Average Daily Demand (ADD) = Gallons per capita per day (gpcpd) x Number of services x People per service (pps). Tucson Water uses 130 to 140 gpcpd and 3.7 pps. For the master plan 140 gpcpd was used for average demand. The persons per service criteria was not applied, in the future demand projections, because total population was used to determine demand. (A persons per service value of 2.9 is used by ADWR. This number represents both occupied and unoccupied residences). · Peak Daily Demand (PDD) = ADD x peak day factor Tucson Water uses 2.0 for the residential peak day factor. A factor of 2.0 was used in this evaluation. · Peak Hourly Demand (PHD) -- ADD x peak hour factor Tucson Water uses 3.5 for the residential peak hour factor. A factor of 3.5 was used in this evaluation. · Fire Flow Demand (FFD) Fire flow criteria for this evaluation is 1000 gpm for residential area, and 1500 gpm for commercial. On occasion, the fire flow required may be lesser or greater, as determined by the tim district. · Commercial areas are assigned a demand of 1300 gallons per acre per day, and use the same peaking factors as residential. · Under normal conditions, pressure at the customer's meter will be within a static pressure range of 40 to 85 psi. Due to localized topographic conditions, certain locations may receive water pressures slightly less or greater than these ranges. · During peak hour flow conditions, Tucson Water requires a minimum pressure of 35 psi. · Uniform plumbing code limits the water pressure within the individual property owner's plumbing to 15 to 80 psi. Boosting or regulating the pressure from the meter to the customer is the responsibility of the customer. Well Capaci~ · The total capacity of all water sources must be capable of refilling all storage tanks and reservoirs within the system at a rate equal to peak daily demand. For isolated systems, wells A-i I I I I I I I I I I I I I I I I I I I should be capable of filling storage tank in 16 hours while tank provides peak day demand, resulting in a well capacity of 150% of peak daily demand. Booster CapaciO~ · For purposes of engineering analysis of isolated systems, stations serving 375 services or less were sized according to Table 3 of ADEQ Engineering Bulletin No. 10. The Tucson water method of calculating ADD, PDD, and PHD was used for systems of more than 375 services. · For purposes of master plan modeling, booster stations were sized to meet the required fire flow plus peak day demand, or peak hour demands, whichever is larger. · Each station shall have a minimum of three booster pumps. The primary pump shall be sized according to the ADD, and the secondary pumps shall make up the remainder of the flow. · Uniform plumbing code limits the water pressure within the individual property owner's plumbing to 15 to 80 psi. Boosting or regulating the pressure from the meter to the customer is the responsibility of the customer. Hydropneumatic Tanks · Hydropneumatic tanks shall be sized such that the system can supply instantaneous demand for a minimum of 20 minutes. · Suction side reservoirs shall be enlarged to provide daily storage for minor sub-systems served only with hydropneumatic tanks. · Hydropneumatic tanks in Tucson Water systems are 1,000, 3,000, or 5,000 gpm, depending upon the size of the system served, and must be ASME certified. · According to ADEQ, since water only occupies 10 to 50 percent of the hydropneumatic tank, they should not be considered as storage, and provide no emergency reserve capacity. Storage Capaci~ The minimum storage capacity for systems not providing fire protection should approximate the annual average daily consumption. General Tucson Water criteria for storage sizing is two times the average daily demand. Tucson Water's Ten Year Capital Improvement Program provides other formulas for calculating the required storage capacity for an area. All of these formulas would be evaluated by individual developers wishing to obtain service from Tucson Water Distribution System Where possible, the water mains shall be of looped or circulating configuration. The normal working pressure in the distribution system should be approximately 75 psi, and not less than 40 psi. The system shall be designed to maintain a minimum pressure of 20 psi at all points in the system under all conditions of flow. Pressures in excess of 100 psi shall be reduced by a pressure reducing valve. ,t-2 ! I I I I I I I I I I I I I I I I I I * The minimum size of water main shall be 4 inches in diameter, except for: temporary installations; secondary parallel mains; in wide or paved streets to avoid long service connections or pavement cuts to the principal mains; and short mains, not for fire service, in cul-de-sacs. The length of run of mains smaller than 6-inch should not exceed the follo~ving: Size Dead-ended Looped 2" 300' 600' 3" 500' 1000' 4" 1300' 2600' · Minimum cover to the top of pipe should not be less than 3 feet, in the absence of structural protection. · Blowoffvalves, minimum 2-inch I.D., shall be installed at the ends of all dead end mains · Shutoff valves shall be located at not mom than 500 foot intervals in commercial districts, and at not more than one block or 800 foot intervals, whichever is less, in other districts. · Air release valves should be provided at high points. Fire Flow Capacity · Based on the Uniform Fire Code, 1991, the fire flow for one and two family homes with less than 3,600 square feet of fire area shall be 1,000 gpm. The duration of this flow shall be two hours. · The fire flow may be altered by individual fire service provide according to the following criteria (using the highest required flow in a mixed use area): 1 residence per acre (RAC) or less 250 gpm Greater than 1 RAC 500 gpm Duplex/Triplex 750 gpm Multiple Residences 1000 gpm · The minimum residual pressure must be 20 psi at the most remote hydrant. · The spacing between fire hydrants in one or two family residential areas shall be no more than 500 feet. For dead-end streets the spacing shall be reduced to 400 feet. · Water mains serving fire hydrants shall be a minimum of 6 inches in diameter. · The system shall be designed to maintain a minimum pressure of 20 psi at all points in the system under all conditions of flow. · Individual fire districts can choose to make their requirements more restrictive than those above. Other Design Criteria The following are Tucson Water design criteria: · Velocity at PDD should not exceed 5 feet per second (fps) · Velocity at PHD and PDD + FFD should not exceed 10 fps · Velocity in suction piping should not exceed 3 fps. · Head loss at PDD should not exceed 1 feet/1000 feet, with C=130. · Pressures shall not be less than 35 psi at PHD, and 20 psi at PDD + FFD. A-3 I i I I I I I I I I I I I I I I I I I ProximiO~ to Se~er Lines Horizontal distance between water pipe and sewer pipe shall be not less than 6 feet. In the case of crossings in which the sewer line is above the water line, or less than two feet below the water line, the sewer shall be ductile iron with mechanical joints, or shall be encased in 6 inch of concrete for at least 6 feet in each direction from the water line. A-4 I ! I ! I I I I I I I I I I I I I ! I APPENDIX B SYSTEM SUMMARY DATABASE I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z I~, I I I I I I I I~, ! I I I I I I I I I I I I i I I I I I I I I I I I I ! I I I I I I I I I I I I i I I I I I I I I I I I I I I I I ! I I i I I I I I I ~ § ~-- I I I I I I I I I O~ G~ ~- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I APPENDIX C I I i i I WELL SUMMARY i I I I I I I I I ,qqlqqlq o oqq o o oo o Ioo'oo:o]55oo 5dddd I I I I I dVO-QN~INI! ; j , dlHSNMOA,~ ~ ~ ~ ~ ~ ~~ ~ ~ ~l F DEUX, 2000 ' · FtDEU~, 1700 MARINA SCHOOL Dt~, 1200 I .- ,. TOM~D 550 ~ ~ ~ ~ , ,~ .,..., ...= T~"WD RA~KUP ~ TUCSON WATER . -- - ' ~ 255 , ~ ~ CMID CWUA. 2813 CMID CWUA, 2250 I .~ ~ n ....... ' . ' .~. : CE . : TORT, WE~S, ~K OF ~ER 165 ~ ' .... (TOMMWD) ~ ,~ cu!D C~A, ll2S ............ ~ ~..-,~ -~ ,.e~..~, ~itlllIIlItl~tll Ill ltl ~ ~ ~ . TOWN OF ORO VALLEY _ CMID CWU , 1800 . . TUrN ~ ~R TUCSONTII~ WATER~ ORO ,. TUCSON WAT~ ,,,.,,~~.~ , ~ '~I~ ' ~ ' I LOG~ H~, 50' ~ ~" ' ::', , :: : ,;,,,., -, ,.. :,, ;;:,,,, , ,: ,;., : ,I;;,¢ ,¢ : : ; : ~ ~ '¢ '¢ *?:' , ' ,' ," : * , ,:t : : ~ ;, ,, '<*':~¢¢ :" ¢,:;; :';,' · I I I I I APPENDIX D I ! I I I EXISTING SYSTEM MODEL RESULTS I I I ! I I Honea ID ELEVATION DEMAND PATTERN 222 1990 120 1 228 1987 0 1 230 1980 0 1 366 1986 120 1 Ma~naPdmaw ID ELEVATION DEMAND PATTERN 232 1995 36 1 234 1982 88 1 236 2000 69 1 236 1969 11 1 240 1947 0 1 242 1989 0 1 244 1990 35 1 246 1995 16 248 1987 25 1 398 1976 12 1 400 1994 0 1 402 1957 0 1 404 1945 23 1 406 1995 0 1 410 1967 10 1 412 1982 25 1 518 1990 0 1 520 1985 0 1 Picture Rocks ID ELEVATION DEMAND PATTERN 280 2155 0 1 294 2270 16 1 298 2267 16 1 302 2320 16 1 364 2120 0 1 414 2260 0 1 536 2120 0 1 546 2380 23 1 548 2320 23 1 564 2330 46 1 Airline Lambe~ ID ELEVATION DEMAND PATTERN 308 2071 62,7 322 2073 62,7 1 324 2068 62,7 1 524 2O7O 0 1 526 2070 0 1 PaiD Verde ID ELEVATION DEMAND PATTERN 328 2010 0 1 332 2015 96 1 La Puertedel Node ID ELEVATION DEMAND PATTERN 252 2090 34 1 254 2088 34 1 256 2094 34 1 TOMMWS Exist Node DB Town of Marana Municipal Water System Existing Systems Node Database DESCRIPTION PRES_ZONE HANDLE X Y Junction 3 18ED 714394.4689 522020.1792 Junction 3 18F2 715051.2326 521335.5545 Junction 3 18F3 711703.433 522503.0285 Junction 3 IC92 712467.94 523235.0467 DESCRIPTION PRES_ZONE HANDLE X Y Junction 3 19B2 718296.9647 531320.1591 Junction 3 19B3 716006.2354 529282.5521 Junction 4 19B4 721242,0123 529352.6155 Junction 3 19B5 710743.8167 529282.5521 Junction 3 19B6 705439.8235 535536.6176 Junction 3 19CE 716009.253 531953.9165 Junction 3 19CF 717820,0056 530895.9033 Junction 3 19D0 718637.6104 526693.3223 Junction 3 19D1 716009.253 526693.3223 Junction 3 2EC2 714096.3021 531935.8798 Junction 3 2ED2 718342.2876 529282.5521 Junction 3 2EDC 705439.8235 529282.5521 Junction 3 2EDD 705358.8755 538332.3938 Junction 3 2F16 718639.1498 527996.307 Junction 3 2F2D 710673.8498 531846.9802 Junction 3 2F33 713463,2949 526686.1136 Junction 3 1445E 717855.049 532261.1433 Junction 3 14469 715365.0283 528599.6965 SYM_SIZE PHASE 300 Existing 150 Existing 150 Existing 300 Existing SYM_SIZE PHASE 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 150 Existing 150 Existing DESCRIPTION PRESZONE HANDLE X Y SYM_SIZE PHASE Junction 5 1A98 750382.216 492446.6327 300 Existing Junction 6 1A9F 750199.9293 485313,7666 300 Existing Junction 6 1AAB 748015.8741 487431.3954 300 Existing Junction 7 1AD6 748015.8741 484131.3954 300 Existing Junction 5 1C41 750798.5594 492914.0637 300 Existing Junction 6 5DFD 750196.8135 487440.828 300 Existing Junction 5 144D5 750862.0712 494064.5742 150 Existing Junction 7 14578 745884.7396 483182.1493 300 Existing Junction 7 14579 747443.0026 483948.5734 300 Existing Junction 7 14C69 747908.8833 483006.67 300 Existing DESCRIPTION PRES_ZONE HANDLE Junction 4 1AFC Junction 4 IB03 Junction 4 1B06 Junction 4 14493 Junction 4 14494 DESCRIPTION PRES_ZONE HANDLE Junction 4 IB52 Junction 4 1 B54 X Y 732056.6277 509705.6113 734579.5314 509980.9195 733319.8274 508733.6055 731149.0017 510440.5756 732562.5919 507860.843 SYM_SIZE PHASE 300 Existing 300 Existing 300 Existing 150 Existing 150 Existing X Y SYM_SIZE PHASE 707512.5934 504048.2008 300 Existing 707762.5934 502848.2008 300 Existing DESCRIPTION PRESZONE HANDLE Junction 4 1A0C Junction 4 1AOD Junction 4 1AOE Page I X Y 737973.3991 506987.1245 741987.527 505870.3187 742581.7367 503202.9831 SYM_SIZE PHASE 300 Existing 300 Existing 300 Existing I I I I I I I I I I ! i I I I I I I I 260 2094 34 1 Junction 532 2094 0 I Junction Oshrin Park ID ELEVATION DEMAND 264 2158 33.6 266 2164 33,6 268 2175 33.6 270 2172 33.6 272 2168 33.6 534 2172 0 Falstaff Flats ID ELEVATION DEMAND 276 2080 0 528 2080 20 530 2080 0 TOMMWS Exist Node DB 4 1A21 741835.5357 503782.9363 4 144B7 742157.2922 502302.9518 300 Existing 150 Existing PATTERN DESCRIPTION PRES_ZONE HANDLE X Y SYMSIZE PHASE I Junction 4 IA86 742404.4881 510106.4665 300 Existing I Junction 4 144A7 743086.6171 510582.2623 300 Existing I Junction 4 144AC 741436.5067 510526,6928 150 Existing Page 2 PATTERN DESCRIPTION PRES_ZONE HANDLE X Y SYM_SIZE PHASE 1 Junction 5 1A3C 757204.101 495422.3752 300 Existing I Junction 5 1A3D 758810.3836 492789.4702 300 Existing I Junction 5 IA3E 760438.6658 492789.4702 300 Existing I Junction 5 1A3F 759760.2148 494213.173 300 Existing I Junction 5 1A40 758522.1455 495422.3752 300 Existing I Junction 5 144CA 760337.4283 494918.9776 150 Existing I I I I I I I I I I I ! I I I I I I i TOMMWS Exist Link DB Town of Marana Municipal Water System Existing Systems Link Database Honea iD FM_ND TO_ND DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV 255 222 366 8 3000 130 0 No 510 1012 230 8 100 130 0 No 512 1014 228 8 100 130 0 No 608 1110 366 8 100 130 0 No 610 1112 222 8 100 130 0 No DESCRIPTION HANDLE LINING UNITCF PHASE Pipe IC93 I Existing Pipe 1447F 1 Existing Pipe 14483 I Existing Pipe 154F2 1 Existing Pipe 154F6 I Existing Marana Primary ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV 259 232 236 6 6000 130 0 No Pipe 261 234 238 6 5280 130 0 No Pipe 263 402 240 8 6512 130 0 No Pipe 265 232 244 6 1000 130 0 No Pipe 267 244 242 8 1936 130 0 No Pipe 269 400 234 6 2464 130 0 No Pipe 271 234 248 6 2640 130 0 No Pipe 273 248 246 6 2640 130 0 No Pipe 397 242 234 4 2640 130 0 No Pipe 399 242 398 6 1760 130 0 No Pipe 401 244 400 6 1760 130 0 No Pipe 403 238 402 8 5280 130 0 No Pipe 405 240 404 6 2816 130 0 No Pipe 407 400 406 4 1580 130 0 No Pipe 409 406 246 8 1230 130 0 No Pipe 411 238 410 2 2640 130 0 No Pipe 413 248 412 6 2640 130 0 No Pipe 506 1016 518 8 100 130 0 No Pipe 508 1018 520 8 100 130 0 No Pipe 612 1t16 234 8 100 130 0 No Pipe 614 1114 232 8 100 130 0 No Pipe Pi~um Rocks ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV 313 298 302 6 3350 130 0 No Pipe 317 302 294 6 2850 130 0 No Pipe 373 280 414 6 7550 130 0 No Pipe 385 364 280 6 350 130 0 No Pipe 417 414 298 6 2187.11 130 0 No Pipe 530 1072 536 6 100 130 0 No Pipe 566 546 548 6 2300 130 0 No Pipe 568 1086 548 8 I00 130 0 No Pipe 594 1098 364 6 100 130 0 NO Pipe 596 302 564 6 100 130 0 NO Pipe Airline Lambe~ ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV 363 308 324 4 1182 130 0 No 365 324 322 6 2150 130 0 No 516 1030 524 8 100 130 0 No 518 1032 526 8 100 130 0 No 604 1106 308 6 100 130 0 No Palo Verde ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS MNR LS CHKVLV 367 328 332 6 1450 130 0 No 514 328 1034 8 100 130 0 No Page 3 La PuedadelNo~e DESCRIPTION HANDLE LINING UNIT_CF PHASE 19BC 1 Existing 19C3 1 Existing 2ED7 1 Existing 19D2 1 Existing 19D7 1 Existing 2ECD I Existing 1.90E+04 I Existing 1.90E+09 I Existing 2EBD I Existing 2EC3 I Existing 2EC8 1 Existing 2ED3 1 Existing 2EDE 1 Existing 2F0C I Existing 2F11 I Existing 2F2E I Existing 2F34 I Existing 1445F 1 Existing 1446A 1 Existing 1555C 1 Existing 15560 1 Existing DESCRIPTION HANDLE LINING UNIT_CF PHASE 1AD7 1 Existing 1459C 1 Existing 5DF2 1 Existing 1C42 I Existing 5DF7 1 Existing 144D6 1 Existing 1457A 1 Existing 1457F 1 Existing 14C65 1 Existing 14C6A 1 Existing DESCRIPTION HANDLE LINING UNIT_CF PHASE Pipe 1BAF 1 Existing Pipe 1BB5 1 Existing Pipe 14495 1 Existing Pipe 14499 1 Existing Pipe 151FF 1 Existing DESCRIPTION HANDLE LINING UNIT_CF PHASE Pipe 1BBB 1 Existing Pipe 1532A 1 Existing I I I I I I I I I I ! I I I I I I I I ID FMND 277 254 279 26O 377 256 524 1020 526 260 602 1104 Oshrin Park ID FM_ND 285 268 287 268 289 270 297 264 299 266 528 1022 598 1100 Fals~ff Fla~ ID FM_ND 520 276 522 1024 TO_ND 252 254 26O 532 254 256 TOND 266 27O 272 272 264 534 27O TO_ND 528 530 TOMMWS Exist Link DB DIAMETER LENGTH ROUGHNESS MNRLS CHKVLV DESCRIPTION 6 2250 130 0 No Pipe 6 2050 130 0 No Pipe 4 913 130 0 No Pipe 8 100 130 0 No Pipe 6 2000 130 0 No Pipe 6 100 130 0 No Pipe DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV DESCRIPTION 6 1650 130 0 No Pipe 6 1700 130 0 No Pipe 6 900 130 0 No Pipe 6 1200 130 0 No Pipe 6 1850 130 0 No Pipe 8 100 130 0 No Pipe 6 100 130 0 No Pipe DIAMETER 3 8 LENGTH ROUGHNESS MNR_LS CHKVLV DESCRIPTION 2000 130 0 No Pipe 100 130 0 No Pipe Page 4 HANDLE LINING UNIT_CF PHASE 144C6 1 Existing 1A27 1 Existing IBEB I Existing 144BD 1 Existing 144C1 I Existing 150DB I Existing HANDLE LINING UNIT_CF PHASE 1A42 I Ex[sting 1A47 1 Existing 1BF4 1 Existing 5DFE I Existing IA6B I Existing 144CB 1 Existing 14F50 I Existing HANDLE LINING UNIT_CF PHASE 144A8 1 Existing 144B3 I Existing I I I I I I I I I I I I I I I I I I I TOMMWS Exist Node Output Town of Marana Municipal Water System Existing Systems Node Output Honea ID Type Demand (gpm) Elevation (fit) Grade (fit) Pressure (psi) 222 Junction 120 1990 2124.96 58.48 228 Junction 0 1987 2124.96 59.78 230 Junction 0 1980 2124.96 62.81 366 Junction 120 1986 2124.96 60.21 1014 Tank 0 2125 2125 0 1112 Tank -120.01 2125 2125 0 1110 Tank -120.01 2125 2125 0 1012 Tank 0 2125 2125 0 Marana PdmaP? ID Type Demand (gpm) Elevation (ft) Grade (ft) Pressure (psi) 232 Junction 36 1995 2129.95 58.47 234 Junction 88 1982 2129.9 64.09 236 Junction 69 2000 2126.77 54.93 238 Junction 11 1969 2128.68 69.19 240 Junction 0 1947 2128.48 78.64 242 Junction 0 1989 2129.76 60.99 244 Junction 35 1990 2129.77 60.56 246 Junction 16 1995 2129.21 58.15 248 Junction 25 1987 2129.21 61.62 398 Junction 12 1976 2129.73 66.61 400 Junction 0 1994 2129.77 58.83 402 Junction 0 1957 2128.59 74.35 404 Junction 23 1945 2128.29 79.42 406 Junction 0 1995 2129.22 58.16 410 Junction 10 1967 2120,4 66.47 412 Junction 25 1982 2128.99 63.69 518 Junction 0 1990 2129.95 60.64 520 Junction 0 1985 2129.9 62.79 1114 Tank -143.84 2130 2130 0 1116 Tank -206.17 2130 2130 0 1018 Tank 0 2130 2130 0 1016 Tank 0 2130 2130 0 Picture Rocks ID Type Demand (gpm) Elevation (fit) Grade (fi) Pressure (psi) 280 Juncgon 0 2155 2374.65 95.17 294 Junction 16 2270 2363.16 40.37 298 Junction 16 2267 2365.49 42.68 302 Junction 16 2320 2363,26 18.75 364 Junction 0 2120 2374.97 110.48 414 Junction 0 2260 2367.55 46.6 536 Junction 0 2120 2374.97 110.48 546 JuncSon 23 2380 2474.83 41.09 548 Junction 23 2320 2474.99 67.16 564 Junction 46 2330 2363.24 14.4 1098 Tank -47 2375 2375 0 1072 Tank -47 2375 2375 0 1086 Tank -46 2475 2475 0 Airline Lambert ID Type Demand (gpm) Elevation (fit) Grade (fi) Pressure (psi) 308 Junction 62.7 2071 2209.9 60.18 322 Junction 62.7 2073 2207.63 58.33 324 Junction 62.7 2068 2208.58 60.92 524 Junction 0 2070 2209.9 60.62 526 Junction 0 2070 2209.98 60.65 Page 5 I I I I I I I I I I I I I I I I I I I TOMMWS Exist Node Output 1106 Tank -98.11 2210 2210 0 1032 Tank -90 2210 2210 0 1030 Tank 0 2210 2210 0 Palo Ve~e iD Type Demand(gpm) Elevation(fi) Gmde(fl) Pmssum (psi) 328 Junction 0 2010 2149.98 60.65 332 Junction 96 2015 2148.56 57.87 1034 Tank -96 2150 2150 0 La Puerta del Norte ID Type Demand (gpm) Elevation (ft) Grade (ft) Pressure (psi) 252 Junction 34 2090 2226.01 58,93 254 Junction 34 2088 2226,33 59.94 256 Junction 34 2094 2233,81 60,58 260 Junction 34 2094 2226.62 57.47 532 Junction 0 2094 2233.81 60,58 1104 Tank -136 2234 2234 0 1020 Tank 0 2234 2234 0 Oshdn Park ID Type Demand (gpm) Elevation (fi) Gmde (fi) Pressure(psi) 264 Junction 33.6 2158 2310.92 66.26 266 Junction 33.6 2164 2310.9 63.65 268 Junction 33.6 2175 2311.04 58.95 270 Junction 33.6 2172 2311.73 60.54 272 Junction 33.6 2168 2311.17 62.03 534 JuncBon 0 2172 2311.73 60.54 1100 Tank -168 2312 2312 0 1022 Tank 0 2312 2312 0 Falstaff Flats ID Type Demand (gpm) Elevation (ft) Grade (ft) Pressure (psi) 276 Junction 0 2080 2220 60.66 526 Junction 20 2080 2216.86 59.3 530 Junction 0 2080 2220 60.66 1024 Tank -20 2220 2220 0 Page 6 I I I I I I I I I I I I I I I I I I I TOMMWS Exist Link Output Town of Marana Municipal Water System Existing Systems Link Output Honea ID Type Diameter (in) Flow(gpm) Velocity (ftJsec) Headloss (fb'kft) 255 Pipe 8 0 0 0 510 Pipe 8 0 0 0 512 Pipe 8 0 0 0 608 Pipe 8 120.01 0.77 0.36 610 Pipe 8 120.01 0~77 0.36 3010 FCV 8 q:).01 0 0 3012 FCV 8 q).01 0 0 Marana Pdmaw ID Type Diameter (in) Flow(gpm) Velocity (fi/sec) Headless (fl/kft) 259 Pipe 6 69 0,78 0.53 261 Pipe 6 44 0.5 0.23 263 Pipe 8 23 0.15 0.02 265 Pipe 6 38.83 0.44 0.18 287 Pipe 8 5.24 0.03 0 269 Pipe 6 -20.17 0.23 0.05 271 Pipe 6 47,24 0.54 0.26 273 Pipe 6 -2,76 0.03 0 397 Pipe 4 -6.76 0.17 0.05 399 Pipe 6 12 0.14 0.02 401 Pipe 6 -1.41 0.02 0 403 Pipe 8 23 0.15 0,02 405 Pipe 6 23 0.26 0.07 407 Pipe 4 18.76 0.48 0.34 409 Pipe 8 18.76 0.12 0.01 411 Pipe 2 10 1.02 3.14 413 Pipe 6 25 0.28 0.08 506 Pipe 8 0 0 0 508 Pipe 8 0 0 0 612 Pipe 8 206.17 1.32 0.99 614 Pipe 8 143.84 0.92 0.51 3058 FCV 8 -0.01 0 0 3060 FCV 8 0 0 0 Picture Rocks ID Type Diameter(in) Flow(gpm) Velocity(fi/sec) Headloss(ft/kff) 313 Pipe 6 78 0.89 0.67 317 Pipe 6 16 0.18 0.04 373 Pipe 6 94 1.07 0.94 385 Pipe 6 94 1.07 0.94 417 Pipe 6 94 1.07 0.94 530 Pipe 6 47 0.53 0.26 566 Pipe 6 -23 0.26 0.07 568 Pipe 8 46 0.29 0.06 594 Pipe 6 47 0~53 0.26 596 Pipe 6 46 0.52 0.25 3074 FCV 8 47 0.3 0 Airline Lambert ID Type Diameter (in) Flow (gpm) Velocity (fi/sec) Headless (ft/kft) 363 Pipe 4 35.4 0.9 1.11 365 Pipe 6 62.7 0.71 0.44 516 Pipe 8 0 0 0 518 Pipe 8 90 0.57 0.21 604 Pipe 6 98.11 1.11 1.02 3064 FCV 8 -0.01 0 0 3066 FCV 8 90 0.57 1~39 Page 7 I I I I I I I I I I I I I I I I I I I Palo Ve~e ID Type Diameter(in) Flow (gpm) 367 Pipe 6 96 514 Pipe 8 -96 La Puedadel Node ID Type Diameter(in) Flow (gpm) 277 Pipe 6 34 279 Pipe 6 33.77 377 Pipe 4 102 524 Pipe 8 0 526 Pipe 6 34.23 602 Pipe 6 136 3070 FCV 8 0 Oshdn Park ID Type Diame~r(in) Flow(gpm) 285 Pipe 6 25.74 287 Pipe 6 -59.34 289 Pipe 6 75.06 297 Pipe 6 ~,1.46 299 Pipe 6 -7.86 528 Pipe 8 0 598 Pipe 6 168 3072 FCV 8 0 Falstaff Fla~ ID Type Diameter(in) Flow(gpm) 520 Pipe 3 20 522 Pipe 8 20 3068 FCV 8 20 TOMMWS Exist Link Output Velocity(fi/sec) Headloss(fl/kff) 1.09 0.98 0.61 0.24 Veloci~ (Wsec) Headloss 0.39 0.14 0.38 0.14 2.6 7.88 0 0 0.39 0.15 1.54 1.86 0 0 Veloci~(fi/sec) Headloss(ftrkff) 0.29 0.09 0.67 0.4 0.85 0.62 0.47 0.21 0.09 0.01 0 0 1.91 2.75 0 0 Velocity (fi/sec) Headloss (ftJkft) 0.91 1.57 0.13 0.01 0.13 0 Page 8 I I 2 2185 7.6 I Junction I 4 2128 36.1 I Junction 6 2130 18 I Junction 8 2139 34.7 I Junction I 10 2141 0 I Junction 12 2148 7.6 1 Junction 14 2160 41.7 1 Junction 16 2170 75 1 Junction I 18 2200 10.4 I Junction 20 2180 2,1 1 Junction 34 2617 0 I Junction 38 2203 3.5 1 Junction I 40 2225 85~4 1 Junction 44 2268 155.5 1 Junction 46 2288 237.5 1 Junction 48 2211 82.6 1 Junction I 50 2204 44.4 1 Junction 58 2246 21.5 1 Junction 62 2339 43.4 I Junction 64 2357 20.1 1 Junction I 66 2326 119.4 1 Junction 68 2216 149.3 I Junction 72 2261 53.5 I Junction I 74 2236 67.4 I Junction 78 2515 2.8 1 Junction 80 2478 2.8 I Junction 82 2582 20.9 1 Junction I 84 2542 16 1 Junction 88 2607 2.1 1 Junction 90 2492 48.6 I Junction 96 2724 34.8 1 Junction I 98 2721 44.4 1 Junction 102 2691 0 1 Junction 104 2523 11.1 I Junction 108 2478 71.5 1 Junction I 110 2490 114.6 1 Junction 118 2584 0 I Junction 120 2376 0 I Junction 122 2385 10 I Junction I 124 2345 59 1 Junction 126 2230 104.9 1 Junction 162 2290 15,3 I Junction 182 2130 0 1 Junction I 184 2319 36.1 I Junction 188 2320 0 I Junction 198 2700 11.1 I Junction I 200 2540 0 I Junction 202 2895 45.8 1 Junction 206 2475 57 1 Junction 208 2900 0 1 Junction I 212 2900 10 1 Junction 214 2104 139 1 Junction 216 2128 8.3 I Junction 218 2124 19 1 Junction I 416 2455 13.9 I Junction 420 2300 80 1 Junction 424 2280 0 1 Junction 428 2270 50 1 Junction I ! Tucson Water Exist Node DB Tucson Water Existing System Node Database ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE HANDLE X Y 5 5 5 5 5 1269 5 126A 5 126B 5 126C 5 12AD 5 12S4 10 12C2 5 12C4 6 12C5 6 12C7 6 12C8 6 12C9 5 12CA 6 12CF 7 12D7 7 12D8 7 12D9 6 12DA 6 12DC 6 12DD 9 12DF 1265 742558 505881.72 1266 746406 496623 1267 751456 497731 1268 752625.4256 491294.4109 752819 490638 754157.63 493605.06 758508 490291 755926.94 487492.69 762391.13 482303.38 761165 487547 768738.7785 516205.9019 763833.8887 487564.11 766208.94 487567.56 766193.1046 490196.5559 765971.0134 492697.1298 763843.81 491791.8036 763815.7338 490240.2953 768825.7412 487585.873 767143.4517 495355.5247 768729.3401 495367.7211 768752.21 492596.3129 769154.4964 482432.3128 773484.1186 482403.4758 771781,1338 482403.4758 763724.0867 512408.0367 8 1.20E+01 763743.8153 509776.4171 9 1.20E+02 768767.446 512445.9101 9 1.20E+03 768785.2491 509812.0754 10 1.20E+05 774073,2465 510329.415 9 1.20E+06 768817.7728 507166.9523 11 1.20E+09 778950.1092 516324.5298 11 1.20E+10 777890,7663 516314.656 10 12EB 9 12EC 8 12EE 9 12EF 9 12F3 7 12F4 7 12F5 7 12F6 6 12F7 6 130A 776078.4466 514620.0372 774127.8607 505402.7694 768817.7728 505378.787 771315.0809 505378.787 768472.6682 513104.8264 769177.3597 499602.4783 768709.6296 498024.1559 767375.4423 498031.2512 771943.9894 477287.0819 760029.5056 477871.9268 5 7 7 11 1.70E+01 9 17F2 12 180A 8 185F 12 188A 12 189A 5 18A6 5 18A7 5 18A8 1314 752107.6635 497968.2003 1315 768642.1333 490082.1892 1543 768767.3113 490473.0037 760943 525770 758259.38 519159.06 761521.7589 530680.7318 769139.8476 505592.4669 759252.9998 532469.3914 759262.8266 533137.1136 743930.31 501056.13 745222.31 496961.25 740278.69 500438.91 8 5.00E+16 763584.1983 508655.1869 6 5.00E+41 763738.9819 495366.2542 6 5.00E+63 766359.0463 492736.8907 6 5E8B 763758.8356 493978.4048 Page 1 SYM_SIZE PHASE 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 306 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 150 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing I I I I I I I I I I I I I I I I I I I 434 2430 0 1 Junction 436 2445 3.9 1 Junction 440 2320 0 1 Junction 442 2417 0 1 Junction 444 2310 43.4 I Junction 446 2280 0 I Junction 448 2318 0 I Junction 454 2586 0 1 Junction 456 2699 0 1 Junction 460 2490 0 1 Junction 462 2500 0 1 Junction 464 2260 4.9 I Junction 468 2895 0 1 Junction 470 2140 69.4 I Junction 472 2523 0 1 Junction 474 2216 0 1 Junction 476 2236 0 I Junction 478 2246 0 1 Junction 480 2203 0 I Junction 482 2203 0 1 Junction 484 2183 0 I Junction 486 2197 0 I Junction 488 2284 0 1 Junction 490 2342 0 I Junction 492 2467 0 I Junction 494 2495 0 1 Junction 498 2315 0 I Junction 500 2315 0 I Junction 502 2578 62.5 1 Junction 504 2554 0 1 Junction 506 2619 0 I Junction 510 2390 0 1 Junction 512 2520 0 1 Junction 514 2420 0 I Junction 544 2490 0 1 Junction 566 2895 10 I Junction 568 2691 79 1 Junction 570 2584 134 1 Junction 572 2495 640 1 Junction Tucson Water Exist Node DB 8 5EE6 768731.5046 501278.1817 8 5EE7 771366.748 501278.1817 7 641E 769174.5793 490445.4776 8 7CE0 768747.1904 500667.0033 6 8764 766137.1709 493952.5796 6 8AOF 766540.2823 492041.1282 7AAA8 768804.9756 491517.2169 9 D7A8 768473.31 513807.2809 10 DA65 777966.2555 513509.8302 9 E156 765717.4909 508639.5157 9 E160 766548.8475 508631.5737 6 E166 753730.3388 485647.2681 12 E17D 761514.9813 531597.8396 5 E194 749262.382 493611.7517 9 E466 774851.0756 504849.1159 6 E473 768172.8881 482475.6581 6 E474 772405.6441 482943.4012 6 E76E 768062,8963 488332.8391 5 107DE 764495.6727 488217.8754 5 113B5 767114.0648 477076.7397 5 113B6 762838.6523 481973.8822 5 113BB 763464,9865 487967.3296 6 113C2 763453.4361 495668.7944 7 113C7 768451.9174 495660.9335 8 113CC 768461.3023 505138,5016 9 113EF 770630.1269 507403.6044 7 1175D 764965.2165 495666.4272 7 1175E 764914.4202 496362.1859 9 11AA0 771422.3461 509818.0453 9 11AB4 770091.9205 509815,8053 10 11ABE 771397,1 513763.9 7 13E6E 763662.6283 504580.6647 9 1.30E+88 768485.807 508614.0439 8 13E8D 766062.5822 504577.5732 9 1452F 771695.9439 504752.621 12 15EF1 762590.756 530042.7605 10 15EF6 776729.555 514858.9397 9 1608E 767312.5325 513182.0673 9 163B7 771583.369 507507.2658 Page 2 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 150 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 150 Existing 150 Existing 150 Existing 150 Existing 150 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 150 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 150 Existing 300 Existing 300 Existing 300 Existing 300 Existing I I I I I I I I I I I I I I I I I I I Tucson Water Exist Link DB Tucson Water Existing System Link Database ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV 3 6 4 12 5855 130 0 No Pipe 5 470 4 12 3100 130 0 No Pipe 7 12 6 12 5230 130 0 No Pipe 9 14 12 12 5130 130 0 No Pipe 11 16 10 12 4952 130 0 No Pipe 13 18 16 12 8400 130 0 No Pipe 47 38 20 12 2788 130 0 NO Pipe 51 44 40 6 2640 130 0 No Pipe 53 44 46 8 2640 130 0 No Pipe 55 50 48 12 1320 130 0 No Pipe 57 46 48 12 2800 130 0 No Pipe 61 38 50 12 2640 130 0 No Pipe 63 58 40 12 2640 130 0 No Pipe 73 424 62 8 2600 130 0 No Pipe 75 62 124 8 3771 130 0 No Pipe 77 124 122 12 1457 130 0 No Pipe 79 66 446 12 1980 130 0 No Pipe 81 66 64 12 2561 130 0 No Pipe 83 64 122 12 2600 130 0 No Pipe 85 64 62 8 1755 130 0 No Pipe 89 110 104 12 5820 130 0 No Pipe 91 88 102 16 6251 130 0 No Pipe 95 504 502 8 1700 130 0 No Pipe 97 162 18 6 5875 130 0 No Pipe 99 74 68 16 2646 130 0 No Pipe 101 74 72 8 1421 130 0 No Pipe 103 78 82 6 5076 130 0 No Pipe 105 80 78 8 2636 130 0 No Pipe 107 84 80 6 5070 130 0 No Pipe 109 90 84 24 2642 130 0 No Pipe 113 108 90 8 1150 130 0 No Pipe 115 110 108 12 800 130 0 No Pipe 117 84 82 24 2674 130 0 No Pipe 119 82 118 24 257 130 0 No Pipe 121 38 40 12 2350 130 0 No Pipe 137 74 126 16 5100 130 0 No Pipe 145 502 506 8 2863 130 0 No Pipe 153 8 12 12 2717 130 0 No Pipe 155 104 88 16 4413 130 0 No Pipe 157 16 20 16 5238 130 0 No Pipe 161 50 44 8 2320 130 0 No Pipe 163 58 184 12 2685 130 0 No Pipe 165 184 188 12 1665 130 0 No Pipe 171 1002 120 16 1310 130 0 No Pipe 175 184 44 6 2342 130 0 No Pipe 177 68 58 12 4571 130 0 NO Pipe 193 454 34 24 2424 130 0 NO Pipe 207 456 98 16 2640 130 0 No Pipe 209 98 96 16 1045 130 0 NO Pipe 211 34 198 24 15620 130 0 No Pipe 213 198 200 12 7143 130 0 No Pipe 215 198 202 24 4945 130 0 No Pipe 217 1008 102 16 460 130 0 No Pipe 221 1000 182 12 100 130 0 No Pipe 227 206 110 16 890 130 0 No Pipe 229 206 90 24 1230 130 0 No Pipe 231 1010 202 24 100 130 0 No Pipe 233 202 208 16 2591 130 0 No Pipe 235 468 212 12 2591 130 0 No Pipe Page 3 DESCRIPTIQN HANDLE LINING UNIT CF PHASE 127F 1 Existing E18D 1 Existing 128F 1 Existing 1296 1 Existing 12A1 1 Existing 12AE 1 Existing 1531 1 Existing 5.00E+32 I Existing 139A 1 Existing 139E I Existing 5E3A I Existing 13B1 I Existing 13B6 I Existing 8772 I Existing 1.30E+06 I Existing 13F8 I Existing AAA0 1 Existing 1402 1 Existing 1407 1 Existing 140C 1 Existing C8F6 1 Existing 141F I Existing 11AAF I Existing 1433 1 Existing 143F I Existing 1444 I Existing 145A I Existing 1455 I Existing 145E I Existing 1463 1 Existing 146F 1 Existing CBC3 I Existing 1479 1 Existing 147E 1 Existing 1484 1 Existing 5EFA I Existing 11AB5 1 Existing 14F4 1 Existing 14FA 1 Existing 14FF I Existing 5.00E+36 1 Existing 153E 1 Existing 154C I Existing 66C3 I Existing 156C 1 Existing 1596 1 Existing D7A2 1 Existing DA67 1 Existing 1688 I Existing 1.70E+02 I Existing 17FE I Existing 180B I Existing 1816 1 Existing 14541 I Existing 1865 I Existing 11434 I Existing 14562 I Existing 188B 1 Existing E177 1 Existing I I I I I I I I I I I I I I ! I I I I 237 218 214 239 218 216 241 2 214 243 214 216 245 216 4 415 442 122 419 512 462 427 66 424 433 444 428 437 428 420 441 440 58 443 90 512 445 84 82 447 434 108 449 434 436 453 120 440 455 440 188 457 434 442 459 48 428 461 424 46 466 16 464 470 460 416 472 8 470 474 484 482 476 484 486 478 486 488 480 498 490 482 490 492 484 1066 494 486 492 494 488 488 498 490 502 88 492 84 504 494 506 82 498 416 510 500 512 84 502 510 514 538 474 1054 540 476 1052 542 1068 48O 544 1056 478 546 1070 500 548 1060 446 550 1064 472 552 1074 544 554 1076 6 556 1078 110 558 1080 454 560 1082 456 562 1084 468 564 490 64 616 444 46 618 566 202 620 568 102 622 570 118 624 572 494 12 3620 12 6044 12 5075 12 4235 12 1231 12 4500 8 2000 8 2640 8 2640 12 1320 16 2640 8 1320 8 2640 12 4100.3 8 2500 16 10000 16 50 12 50 8 2200 8 50 6 3000 8 3500 12 4161.9161 42 6900 42 7305 42 7375 42 5280 42 10555 36 100 42 715 42 1511.8183 6 2706.9769 6 1320 6 3264 8 3960 8 1240 8 2640 12 100 8 100 12 100 12 100 12 100 12 100 12 100 12 100 16 100 16 100 24 100 16 100 16 100 12 100 8 1250 24 100 16 100 24 100 24 100 Tucson Water Exist Link DB 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 NO Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 No Pipe 130 0 NO Pipe 130 0 NO Pipe 130 0 No Pipe Page 4 2EA5 2EAB 18B6 18C0 18CA 7CDC 1.30E+89 5.00E+57 8765 5EA1 6423 13E7E 1.30E+80 5EE2 5EE8 641F 6428 860F 8760 E167 E183 E187 113B7 113BC 113C3 11757 11408 11429 170B0 11AA7 1lAB9 13E6F 1.30E+83 13ESE 14502 14506 1450C 14510 14520 14525 1452A 14535 1453D 14546 1454B 14557 14567 14572 15B52 15EF2 15EF7 1608P 163B8 Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing I I I I I I I I I I I I I I I ! I I I Tucson Water Existing System Node Output ID Type Demand (gpm) Elevation (ft) Grade (ft) 2 Junction 4 Junction 6 Junction 8 Junction 10 Junction 12 Junction 14 Junction 16 Junction 18 Junction 20 Junction 34 Junction 38 Junction 40 Junction 44 Junction 46 Junction 48 Junction 50 Junction 58 Junction 62 Junction 64 Junction 66 Junction 68 Junction 72 Junction 74 Junction 78 Junction 80 Junction 82 Junction 84 Junction 88 Junction 90 Junction 96 Junction 98 Junction 102 Junction 104 Junction 108 Junction 110 Junction 118 Junction 120 Junction 122 Junction 124 Junction 126 Junction 162 Junction 182 Junction 184 Junction 188 Junction 198 Junction 200 Junction 202 Junction 206 Junction 208 Junction 212 Junction 214 Junction 216 Junction 218 Junction 416 Junction 420 Junction 424 Junction 428 Junction 434 Junction Tucson Water Exist Node Output Pressure (psi) 15.2 2185 2304.35 51.71 72.2 2128 2305.32 76.83 36 2130 2307.96 77.11 69.4 2139 2305.72 72.24 0 2141 2394.18 109.7 15.2 2148 2306.2 68.55 83.4 2160 2306.07 63.29 150 2170 2394.18 97.14 20.8 2200 2394.09 84.1 4.2 2180 2394.36 92.88 0 2617 2907 125.65 7 2203 2394.78 83.1 170.8 2225 2396.48 74.3 311 2268 2388,03 52.01 475 2288 2385,19 42.11 165.2 2211 2386.5 76.04 88.8 2204 2388.58 79.98 43 2246 2401.57 67.41 86.8 2339 2507,56 73,04 40.2 2357 2507.91 65.39 238.8 2326 2507.51 78.65 298.6 2216 2402.85 80.96 107 2261 2402.38 61.26 134.8 2236 2402.8 72.27 5.6 2515 2710.54 84.73 5.6 2478 2710.54 100,76 41.8 2582 2710,55 55.7 32 2542 2710.58 73.05 4.2 2607 2709.98 44.62 97.2 2492 2710.63 94,73 69.6 2724 2906,94 79.27 88.8 2721 2906.94 80.57 0 2691 2709.85 8.17 22.2 2523 2710.1 81.07 143 2478 2710.78 100.86 229.2 2490 2710.9 95.72 0 2584 2710.55 54.83 0 2376 2401.51 11,05 20 2385 2507.69 53.16 118 2345 2507.6 70.45 209.8 2230 2402.62 74.8 30,6 2290 2393.4 44.8 0 2130 2307.96 77.11 72.2 2319 2401.35 35.68 0 2320 2401.51 35.32 22.2 2700 2906.96 89.68 0 2540 2906.96 159 91.6 2895 2906.95 5.18 114 2475 2710.67 102.11 0 2900 2906.95 3.01 20 2900 3117 94.02 278 2104 2304.36 86.81 16.6 2128 2304.88 76.64 38 2124 2304.48 78.2 27.8 2455 2582.23 55.13 160 2300 2384.23 36.5 0 2280 2507.53 98.59 100 2270 2384.34 49.54 0 2430 2710.76 121.66 Page 5 I I I I I I I I I I I I I I I I I I I 436 Junction 440 Junction 442 Junction 444 Junction 446 Junction 448 Junction 454 Junction 456 Junction 460 Junction 462 Junction 464 Junction 468 Junction 470 Junction 472 Junction 474 Junction 476 Junction 478 Junction 480 Junction 482 Junction 484 Junction 486 Junction 488 Junction 490 Junction 492 Junction 494 Junction 498 Junction 500 Junction 502 Junction 504 Junction 506 Junction 510 Junction 512 Junction 514 Junction 544 Junction 566 Junction 568 Junction 570 Junction 572 Junction 1056 Tank 1052 Tank 1054 Tank 1068 Tank 1076 Tank 1000 Tank 1002 Tank 1078 Tank 1080 Tank 1082 Tank 1008 Tank 1068 Tank 1010 Tank 1084 Tank 1074 Tank 1064 Tank 1060 Tank 1070 Tank Tucson Water Exist Node Output 7.8 2445 2710.77 115.16 0 2320 2401.51 35.32 0 2417 2507.69 39.3 86.8 2310 2384.57 32.31 0 2280 250753 98.59 0 2318 2507.51 82.11 0 2586 2907 139.09 0 2699 2907 90.13 0 2490 2582.32 40 0 2500 2710.54 91.22 9.8 2260 2394.14 58.12 0 2895 3117 96.19 138.8 2140 2305.33 71.64 0 2523 2710.1 81.07 0 2216 2402.85 80.96 0 2236 2402,8 72.27 0 2246 2402.78 67.93 0 2203 2402.88 86.61 0 2203 2507.98 132.15 0 2183 2507.98 140.81 0 2197 2507.98 134.75 0 2284 2507.98 97.05 0 2342 2507.98 71.92 0 2467 2508 17.76 0 2495 2508 5.63 0 2315 2507.98 83.62 0 2315 2507.98 83.62 125 2578 2709.8 57.11 0 2554 2709.99 67.59 0 2619 2709.93 39.4 0 2390 2582.23 83.29 6 2520 2710.58 82.58 0 2420 2582.23 70.29 0 2490 2710.9 95.72 20 2895 2906.95 5.18 158 2691 2709.84 8.17 268 2584 2710.55 54.83 1280 2495 2507.98 5.63 -920 2403 2403 0 -301.66 2403 2403 0 -751.75 2403 2403 0 -672 2403 2403 0 -762.81 2308 2308 0 0 2130 2130 0 0 2403 2403 0 -1281.43 2711 2711 0 ~133.8 2907 2907 0 -158.4 2907 2907 0 0 2701 2701 0 -1783.84 2508 2508 0 0 2897 2897 0 -20 3117 3117 0 0 2663 2663 0 0 2663 2663 0 0 2255 2255 0 0 2255 2255 0 Page 6 I I I ! I I I I I I I I I I I I I ! I Tucson Water Exist Link Output Tucson Water Existing System Link Output ID Type Diameter(in) Flow(gpm) Velocity(flJsec) Headloss(fdkft) 3 Pipe 12 391.94 1.11 0.45 5 Pipe 12 28.06 0.08 0 7 Pipe 12 -334.66 0.95 0.34 9 Pipe 12 -83.4 0.24 0.03 11 Pipe 12 0 0 0 13 Pipe 12 -51.4 0.15 0.01 47 Pipe 12 215.4 0.61 0.15 51 Pipe 6 -182.31 2.07 3.2 53 Pipe 8 215.78 1.38 1.08 55 Pipe 12 771.22 2.19 1.58 57 Pipe 12 -400.81 1.14 0.47 61 Pipe 12 955.73 2.71 2.35 63 Pipe 12 859.24 2.44 1.93 73 Pipe 8 -17.51 0.11 0.01 75 Pipe 8 -18 0.11 0.01 77 Pipe 12 -136 0.39 0.06 79 Pipe 12 0 0 0 81 Pipe 12 -221.3 0.63 0.16 83 Pipe 12 156 0.44 0.08 85 Pipe 8 86.32 0.55 0.2 89 Pipe 12 206.69 0.59 0.14 91 Pipe 16 158 0,25 0.02 95 Pipe 8 63.16 0.4 0,11 97 Pipe 6 -30.6 0.35 0.12 99 Pipe 16 -149.94 0.24 0.02 101 Pipe 8 107 0.68 0.29 103 Pipe 6 -3,82 0.04 0 105 Pipe 8 1.78 0,01 0 107 Pipe 6 7.38 0.08 0.01 109 Pipe 24 448.33 0.32 0.02 113 Pipe 8 67.63 0.43 0.13 115 Pipe 12 218.43 0.62 0.15 117 Pipe 24 334.5 0.24 0.01 119 Pipe 24 266 0.19 0.01 121 Pipe 12 -506.13 1.44 0.72 137 Pipe 16 209.8 0.33 0.03 145 Pipe 8 -39.56 0.25 0,05 153 Pipe 12 -236.26 0.67 0.18 155 Pipe 16 184.48 0.29 0.03 157 Pipe 16 -211.2 0.34 0.04 161 Pipe 8 95.71 0.61 0.24 163 Pipe 12 154.29 0.44 0.08 165 Pipe 12 -166.67 0.47 0.09 171 Pipe 16 0 0 0 175 Pipe 6 248.76 2.82 5.69 177 Pipe 12 303.21 0.86 0.28 193 Pipe 24 133.8 0.09 0 207 Pipe 16 158.4 0.25 0.02 209 Pipe 16 69.6 0.11 0 211 Pipe 24 133.8 0.09 0 213 Pipe 12 0 0 0 215 Pipe 24 111.6 0,08 0 217 Pipe 16 0 0 0 221 Pipe 12 0 0 0 227 Pipe 16 -627.09 I 0.27 229 Pipe 24 513.09 0.36 0.03 231 Pipe 24 0 0 0 233 Pipe 16 0 0 0 235 Pipe 12 20 0.06 0 Page 7 I I I I I I I I I I I I I I I I I I I Tucson Water Exist Link Output 237 Pipe 12 99.24 0.28 0.04 239 Pipe 12 -137.24 0.39 0.06 241 Pipe 12 -15.2 0.04 0 243 Pipe 12 -193.96 0.55 0.12 245 Pipe 12 -347.8 0.99 0.36 415 Pipe 12 0 0 0 419 Pipe 8 27.8 0.18 0.02 427 Pipe 8 -17.5 0.11 0.01 433 Pipe 8 54.8 0.35 0.09 437 Pipe 12 160 0.45 0.09 441 Pipe 16 -166.68 0.27 0.02 443 Pipe 8 35.2 0,22 0.04 445 Pipe 8 18.68 0.12 0.01 447 Pipe 12 -7.8 0.02 0 449 Pipe 8 7.8 0.05 0 453 Pipe 16 -0.01 0 0 455 Pipe 16 166.67 0.27 0,02 457 Pipe 12 0 0 0 459 Pipe 8 205.2 1.31 0.98 461 Pipe 8 0 0 0 466 Pipe 6 9.8 0.11 0.01 470 Pipe 8 27.8 0.18 0.02 472 Pipe 12 166.86 0.47 0.09 474 Pipe 42 0 0 0 476 Pipe 42 0 0 0 478 Pipe 42 -0.01 0 0 480 Pipe 42 -0.03 0 0 482 Pipe 42 -503.84 0.12 0 484 Pipe 36 1783.84 0.56 0.04 486 Pipe 42 -503.84 0.12 0 488 Pipe 42 -0.02 0 0 490 Pipe 6 -22.28 0.25 0.07 492 Pipe 6 63.16 0.72 0.45 494 Pipe 6 -39.56 0.45 0.19 498 Pipe 8 0 0 0 500 Pipe 8 7.4 0.05 0 502 Pipe 8 0 0 0 538 Pipe 12 -751.75 2.13 1.5 540 Pipe 8 -301.66 1.93 2 542 Pipe 12 672 1.91 1.22 544 Pipe 12 920 2.61 2.19 546 Pipe 12 0 0 0 548 Pipe 12 0 0 0 550 Pipe 12 0 0 0 552 Pipe 12 0 0 0 554 Pipe 16 762.81 1.22 0.38 556 Pipe 16 1281.43 2.04 0.99 558 Pipe 24 133.8 0.09 0 560 Pipe 16 158.4 0.25 0.02 562 Pipe 16 20 0.03 0 564 Pipe 12 503.81 1.43 0.72 616 Pipe 8 -141.6 0.9 0.49 618 Pipe 24 -20 0.01 0 620 Pipe 16 -158 0.25 0.02 622 Pipe 24 -268 0.19 0.01 624 Pipe 24 -1280 0.91 0.14 3002 PRV 8 0 0 0 3026 FCV 12 -0.01 0 0 3036 FCV 12 -0.01 0 0 3038 PRV 8 27.8 0.18 128.22 3042 FCV 12 -0.01 0 0 Page 8 I I I I I I I I I I I I I I I I I I ! Tucson Water Exist Link Output 3044 FCV 8 751.75 4.8 0 3046 FCV 8 301.66 1.93 0 3048 FCV 8 920 5,87 1.21 3050 FCV 8 672 4.29 8.1 3052 PRV 8 0 0 0 3O54 FCV 8 0 0 0 3082 FCV 8 -0.01 0 0 Page 9 I I I I I I I I I I I I I I I I I I I TW Isolated Exist Node DB Tucson Water Existing Isolated Systems Node Database BY System ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE HANDLE X Y SYM_SIZE PHASE 556 2455 30.7 1 Junction 8 145C5 773633.6455 500283.9468 300 Existing 558 2440 30.7 1 Junction 8 145C6 772023.6005 499424.5936 300 Existing 560 2448 30.7 1 Junction 8 145D1 773655.7011 499446.6283 300 Existing 562 2445 0 I Junction 8 145D6 773238.726 501094.2808 150 Existing WC system ID ELEVATION DEMAND PATTERN DESCRIPTION PRES ZONE HANDLE X Y SYM_SIZE PHASE 550 1962 118 I Junction 3 145AB 700055.8281 522215.8133 300 Existing 552 1976 118 I Junction 3 145AC 700301.9537 519265.0802 300 Existing 554 1976 0 1 Junction 3 145BA 700616.5971 518332.0356 150 Existing Page I I I I I I I I I I I I I I I I I I I I TW Isolated Exist Link DB Tucson Water Existing Isotated Systems Link Database BY System ID FM_ND TO ND DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV DESCRIPTION HANDLE LINING UNITCF PHASE 576 556 558 4 1403 130 0 No Pipe 145C7 I Existing 578 558 560 6 815 130 0 No Pipe 145D2 1 Existing 580 1090 562 4 100 130 0 No Pipe 145DD I Existing 588 1094 556 4 100 130 0 No Pipe 1488E I Existing WC system ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS MNR_LS CHKVLV DESCRIPTION HANDLE LINING UNIT_CF PHASE 570 552 550 6 4310 130 0 No Pipe 145AD 1 Existing 572 552 550 8 2328 130 0 No Pipe 145B3 I Existing 574 1088 554 8 100 130 0 No Pipe 145BB I Existing 606 1108 552 8 100 130 0 No Pipe 15385 1 Existing Page 2 I I I I I I I I I I I I I I I I I I I TW Isolated Exist Node Output Tucson Water Existing Isolated Systems Node Output BY System ID Type Demand (gpm) Elevation (ft) Grade (fi[) Pressure (psi) 556 Junction 30.7 2455 2584.35 56.05 558 Junction 30.7 2440 2580.03 60.67 560 Junction 30.7 2448 2579.93 57.17 562 Junction 0 2445 2584.35 60.38 1090 Tank 0 2585 2585 0 1094 Tank -92.1 2585 2585 0 WC system ID Type Demand (gpm) Elevation (fi[) Grade (fi[) Pressure (psi) 550 Junction 118 1962 2115.39 66.47 552 Junction 118 1976 2115.87 60.61 554 Junction 0 1976 2115.87 60.61 1108 Tank -236 2116 2116 0 1088 Tank 0 2116 2116 0 Page 3 I I I I I I I I I I I I I I I I I I I TW Isolated Exist Link Output Tucson Water Existing Isolated Systems Link Output BY System ID Type Diameter (in) Flow (gpm) Velocity (fi/sec) Headloss (ffdkft) 576 Pipe 4 61.4 1.57 3.08 578 Pipe 6 30.7 0.35 0.12 580 Pipe 4 0 0 0 588 Pipe 4 92.1 2.35 6.52 3086 FCV 8 0 0 0 WC system ID Type Diameter(in) Flow(gpm) Velocity(fi/sec) Headloss(ftJkft) 570 Pipe 6 29.69 0.34 0.11 572 Pipe 8 88.31 0.56 0.21 574 Pipe 8 0 0 0 606 Pipe 8 236 1.51 1.27 3084 FCV 8 0 0 0 Page 4 I I I I I I I I I I I I I I I I I I I Mist Exist WC Node DB Miscellaneous Existing Water Companies Node Database Lyn Lee Water Company ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE 340 1935 60 I Junction 3 342 1945 60 I Junction 3 Logan HilsWater Company IO ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE 356 2250 23 I Junction 6 358 2226 23 t Junction 6 360 2228 23 I Junction 6 362 2248 23 1 Junction 6 538 2226 0 1 Junction 6 540 2250 0 1 Junction 6 To~oli~Wells, lnc. ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE 344 2694 0 I Junction 10 348 2700 48 I Junction 11 352 2697 48 I Junc§on 10 542 2694 0 I Junction 10 HANDLE X Y 1B76 698155.94 530754.56 1 B77 699620.0231 530754.56 SYM_SIZE PHASE 300 Existing 300 Existing HANDLE X Y SYM_SIZE PHASE 1BFD 757708 482619.94 300 Existing 1BFE 758295.75 484580.53 300 Existing 1BFF 757698.0676 483997.2109 300 Existing 1C00 755444.1216 483443.5082 300 Existing 1.44E+02 757419.7208 484750.7641 150 Existing 1.44E+03 756748.4689 482451.4915 150 Existing Page 1 HANDLE X Y 1B8B 764465.7661 519273.7812 1B8D 764465.7661 522120.1491 1B9C 764465.7661 520320.1491 144F4 763203.5132 519900.7331 SYMSIZE PHASE 300 Existing 300 Existing 300 Existing 150 Existing I I I I I I I I I I I I I I I I I I I Misc Exist WC Link DB Miscellaneous Existing Water Companies Link Database Lyn Lee Water Company ID FM_ND TO_ND DIAMETER 353 340 342 6 504 340 1046 8 LENGTH ROUGHNESS MNR LS CHKVLV DESCRIPTION 1600 130 0 NO Pipe 100 130 0 No Pipe Logan HilsWater Company ID FM_ND TO_ND DIAMETER 381 358 360 3 383 360 362 3 532 1042 538 8 534 1040 54O 8 590 1096 356 6 592 356 360 3 LENGTH ROUGHNESS MNR_LS CHKVLV DESCRIPTION 850 130 0 No Pipe 1950 130 0 No Pipe 100 130 0 No Pipe 100 130 0 No Pipe 100 130 0 No Pipe 1800 130 0 No Pipe To~olitaWells, lnc. ID FM_ND TO_ND DIAMETER 369 344 352 4 371 352 348 6 536 1038 542 8 600 1102 344 6 LENGTH ROUGHNESS MNR_LS CHKVLV DESCRIPTION 1180 130 0 No · Pipe 1800 130 0 No Pipe 100 130 0 No Pipe 100 130 0 No Pipe Page 2 HANDLE LINING UNIT CF PHASE 1B85 I Existing 1543E 1 Existing HANDLE LINING UNIT_CF PHASE 1C07 1 Existing ICOC I Existing 1.44E+04 1 Existing 1.44E+08 I Existing 14A39 I Existing 14A3D I Existing HANDLE LINING UNiT_CF PHASE IBD1 1 Existing IBD8 I Existing 144F5 1 Existing 14FBA 1 Existing ! I ! I I I I I I I I I I I I I I I I Miscellaneous Existing Water Companies Node Output Misc Exist WC Node Output Lyn Lee Water Company ID Type Demand (gpm) Elevation(fi) Grade(fi) Pressure(psi) 340 Junction 60 1935 2071.96 59.35 342 Junction 60 1945 2071.31 54.73 1046 Tank -120 2072 2072 0 Logan HilsWater Company ID Type Demand (gpm) Elevation(R) Grade(fi) Pressure(psi) 356 Junc§on 23 2250 2369.98 51.99 358 Junction 23 2226 2369.73 62.28 360 Junc~on 23 2228 2367.41 60.41 362 Junc§on 23 2248 2363.45 50.02 538 Junc~on 0 2226 2369.99 62.39 540 Junc~on 0 2250 2369.98 51.99 1040Tank 0 2370 2370 0 1096Tank -42 2370 2370 0 1042 Tank -50 2370 2370 0 Tortolita Wells, Inc. ID Type Demand (gpm) Elevation (ft) Grade (ft) Pressure (psi) 344 Junction 0 2694 2829.9 58.89 348 Junction 48 2700 2821.11 52.48 352 Junction 48 2697 2821.6 53.99 542 Junction 0 2694 2829.9 58.89 1102 Tank -96 2830 2830 0 1038 Tank 0 2830 2830 0 Page 3 I I I I I I I I I I I I I I I I I I I Miscellaneous Existing Water Companies Link Output Misc Exist WC Link Output Lyn Lee Water Company ID Type Diameter (in) Flow (gpm) Velocity (fit/sec) Headloss (ft/kf~) 353 Pipe 6 60 0.68 0.41 504 Pipe 8 -120 0.77 0.36 Logan Hils Water Company ID Type Diameter(in) Flow(gpm) Velocity(fi/sec) Headloss(ft/kft) 534 Pipe 8 0 0 0 383 Pipe 3 23 1.04 2.03 592 Pipe 3 19 0.86 1.43 590 Pipe 6 42 0.48 0.21 532 Pipe 8 50 0.32 0.07 381 Pipe 3 27 1.23 2.73 3078 FCV 8 0 0 0 3076 FCV 8 50 0.32 0.26 Tortolita Wells, Inc. iD Type Diameter(in) Flow(gpm) Velocity(ftJsec) Headloss(f'dkft) 369 Pipe 4 96 2.45 7.04 371 Pipe 6 48 0.54 0.27 536 Pipe 8 0 0 0 600 Pipe 6 96 1.09 0.98 3080 FCV 8 0 0 0 Page 4 Lyn-Lee 95 gpm weti T1046 LYN-LEE J404 \ AREA' (TOMMWD} Tll16 Ja44 40 TOMWD 350 gpm well, ~ --- ~71 1~0 Opm boosters T1018 4~0 JE48 HONEA SERVICE ', AREA (TOMMWD) . TOM~ ~ gpm w~tL 750 gpm boos~r~ / t / A RU E llO~ · -- ~ Q , { ~ TOMWD 8~ ~ welt } ~35 WA/I-IR (X)MPANY .... TUCSON WATER WC '-SYSTEM T11S T12S ! J550 570 ' 60% ~3084 TI~S 'x~74 TW YT1 120 9p~ weLt, 410 gpm boosters , --, 2S ,.. Tt Xx ', " TORTO LITA",~ELLS tNC, '" '"- C Zone J34 ' Xx ~ ~. - XX' \, "x Thornyd~e , . xN C ~o E Zone J108 ~' ~'( Xx~ , . ,,. ~oos~r 494 J506 ; 91 FALSTAFF F~TS SERVICE AREA AREA (TOMMWD) N, x,X, Xx, '", ' '"X,. ,oz ...,.., ,,, nose TI084 " ~, -" ~ ' 'x JSO ',, 107 J504 ~' '\, TU~ON WATER RTE ~.~t POE~TA: DEE' NO ARF-.A (TO WD) MM 877 J854 j8 586 ja~0 ij416 470 j460 3O38 889 498 J510 508 J514 Reservoir i55 T1078 ' >"' i J104 ...2 447 T12S: J108 Pepper~ree '% "N x J434 TUCSON WATER T~076 ~ "x · .~~.~ "'~ ~: ;~ N. ' .. 0 N ~ ~ TW Z~17t ~ ~, . ~ '] 1! ' ' ~ , , , ('-) ~ 144 175~ 1 .......... t - TUCSON WATER - ~' - r - '-~/-N ' ~TW Z-13 Tu 7_14 ; J, 48~ ~ ~ /'b TV z-is x~~s~ ~ ..... ~.~-;;~ , ~ Tios~ ~--'. 'N 534_~J356 IS ' t _ J474 ~lll~ Logan ~ ~-~ we ' 1096 :x , ~: :/-~-"~ LOGAN: HILL~-,~-.---~ 453 t4 d478 ~ TI064 T1090 T~ B-109 65 9pM wetl, 449 ~ ~80 1~ gpm boosters 171 TUCSON WATER BY SYSTE~ ///2,,3 TUCSON WATER / : / £ / .... TW 33S 2''= 1 MILE NORTH SCALE: LEGEND ~J 456 PIPE IDENTIFiER ,d~04 UNCTION NoDE J iDENtIFIER DEMAND SUMMATION NODE PUMP VALVE RESERVOIR ~OSTER STATION I I I I I APPENDIX E I I I I I I i I I I ! I FUTURE POPULATION AND DEMAND INFORMATION I I I I Z Z .< I I I I I I I I I I I I I I I I I I I (~olumn 1. 4,000 square miles. 2. POP -- Population. projections. 3. DU = Dwelling units 4. INC = Income SOCIO-ECONQMI¢ DATA EXPLANATION TAZ = Transportation Analysis Zone. Present system has 635 zones. Area covered is almost Based on latest census and allocated to meet POPTAC estimates and 5 categories with 1 being lowest and 5 being highest 0 to 10K = 1 10K to 20K = 2 20K to 30K = 3 30K to 50K = 4 50K+ = 5 5. RETAIL = Retail trade employment. SIC code 52xx-59xx. 6. WHOLESALE = Wholesale trade employment. SIC code 50xx-51xx. 7. FIRE = Finance, insurance, real estate employment. SIC code 60xx-67xx. 8. IND = Industrial employment including agriculture, mining, construction, manufacturing. SIC code 01xx-39xx. 9. SERV = Service employment, both business and personal. SIC code 70xx-89xx. 10. PUBL SERV = Public service employment including transportation, communications, utilities, government. SIC code 40xx49xx and 91xx-94xx. 11. PEG SHOP = Regional shopping center employment. Four centers exist within present TAZ system. 12. DM = Davis-Monthan Air Force Base military and civilian employment 13. TIA = Tucson International Airport employment 14. UA = University of Arizona faculty and staff employment 15. PCC = Pima Community College faculty and staff employment 16. HOSP = Hospital employment 17. PPIS = Prison employment 18. 1 - 8 = School enrollment for grades 1 - 8 19. 9 - 12 = School enrollment for grades 9 - 12 20. 13 + = School enrollment for grades beyond 12 and includes University of Arizona and Pima Community College. 5195 I 2020-6A KLL 080597 TAZ POP DU SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 0 2O9 0 1542 0 0 0 0 104 ~2 1764 3O 0 0 14 ,~2 so ~9~ 4~ o o Page 1 of 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 405 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112~ 0 0 0 0 0 0 0 3T'$ 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 394 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 553 0 0 0 0 0 0 0 0 3000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:$1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~31 0 0 0 0 40 0 0 0 0 300 0 0 0 0 0 594 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 759 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2~6 0 0 0 0 0 0 0 0 0 0 0 0 47S 0 0 0 0 10700 0 0 0 0 0 302 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 372 0 0 0 ~ 0 0 0 0 0 ~Tg 0 $1 0 2~13 0 0 0 4~7 0 '2363 0 0 0 0 0 22;22 0 $479 0 0 0 0 0 165~0 0 0 0 0 0 55 l~ 0 0 0 0 0 0 934 0 0 SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 13+ 2020-6A KLL 080597 I TAZ POP DU 51 1216 477 2 33{ 176 I2 :~70 lOll 407 0 0 0 0 0 0 0 364 0 0 52 269 91 2 lg5 459 7 713 531 121 0 0 0 0 0 0 0 0 0 0 Page 2 of 13 2020-6A 080597 PoP SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 0 0 0 102 47~ 133 3227 193 2 420 0 18 47 477 12 0 0 0 0 0 0 0 0 1051 2 12~ 0 60 6~ 321 Il 0 0 0 0 0 0 0 IT3S 1403 2 220 51 24 225 359 9 0 0 0 0 0 0 0 275 10~0 2 129 0 31 96 192 19 0 0 0 0 0 0 0 0 640 3 372 17 26 ~' 460 10 0 0 0 0 0 0 0 0 939 3 424 0 45 155 2gl 9 0 0 0 0 0 0 0 0 437 3 222 9 106 7'2 ~28 19 0 0 0 0 0 0 0 673 2524 3 186 2 18 245 397 71 0 0 0 0 0 g62 0 62T 419 3 314 0 174 68 588 0 0 0 0 0 0 0 0 0 ~18 3 11S 0 14 123 ~9 0 0 0 0 0 0 0 0 0 1511 2 455 75 63 109~ 531 3~0 0 0 0 0 0 0 0 627 2022 2 433 69 79 g~$ 926 73 0 0 0 0 0 0 0 144 2078 2 47~ 41 61 1~9 134 16 0 0 0 0 0 0 0 1017 1216 3 g07 ~9 51 310 723 17 0 0 0 0 0 0 0 40~ 1676 2 521 14 82 240 g14 124 0 0 0 0 0 0 0 O 2161 2 886 32 llg 65 1961 170 0 0 0 0 0 0 0 0 165 4 30 0 5 18 61 0 0 0 0 0 0 0 0 0 2~8 4 16~ 0 182 14 871 18 28~2 0 0 0 0 0 0 0 12~ $ ~7 0 52 20 122 4 0 0 0 0 0 0 0 0 0 I 318 6 0 0 356 183 0 0 0 0 0 0 0 0 0 1 61 0 0 0 336 0 0 0 0 0 0 0 0 0 ~03 3 375 109 33 90 457 30 0 0 0 0 0 0 0 0 759 3 1458 133 20 lOgl ~S~ 75 0 0 0 0 0 0 0 554 0 I 204 301 41 1043 12~ 244 0 0 0 0 0 0 0 0 0 1 33S 257 62 1353 734 283 0 0 0 0 0 0 0 0 1121 2 267 44 6 241 522 ~3 0 0 0 0 0 0 0 1845 116 2 393 61 13 370 ~3 69 0 0 0 0 0 0 0 0 4 2 612 430 7 481 ~28 104 0 0 0 0 0 0 0 0 203 2 604 47 5 458 ~0~ 14 0 0 0 0 0 0 0 0 8 1 488 0 11 9 48~ 0 0 0 0 0 0 IT20 0 0 1031 2 ~01 41 10 92 493 79 0 0 0 0 0 0 0 1499 327 2 729 0 101 r/ 698 17 2431 0 0 0 0 0 0 414 1188 4 59 9 37 33 ~ 75 0 0 0 0 0 0 0 lg2g 4 63 25 32 ~0 153 107 0 0 0 0 0 0 0 0 11~7 5 90 8 9 57 140 0 O 0 0 0 0 0 0 '~ 4 190 0 20 30 627 0 0 0 0 0 0 0 0 0 431 5 26 0 0 10 1~0 0 0 0 0 0 0 0 0 0 ' 346 5 7 0 0 132 23~ ~ 0 0 0 0 0 0 0 0 0 I 18 0 5 590 192 la2 0 0 0 0 0 0 0 0 454 3 200 306 28 1663 306 32 0 0 0 0 0 0 0 2089 1392 3 291 112 37 2~4 537 9 0 0 0 0 0 0 0 0 1341 3 37 24 44 431 190 13 0 0 0 0 0 0 0 679 353 4 110 0 0 17 132 2 0 0 0 0 0 0 0 0 617 3 1693 16 ~0 ~2 271 6~ 0 0 0 0 0 0 0 0 11g2 2 781 24 34 1~1 519 6 0 0 0 0 0 0 0 616 3 32'/ 0 18 0 9 0 0 0 0 0 0 0 0 0 349 3 90 2 59 61 190 0 0 0 0 0 0 0 0 0 0 I 372 0 4~ 3~ 270 8 3100 0 0 0 0 0 0 0 Page 3 of 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1432 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I I 2020-6A KLL 080597 I:$1 0 0 SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS I 6~2 0 29 0 319 ~ 0 0 0 0 0 0 0 0 0 0 44 364 4:$ 104 ~0 0 0 0 0 0 0 0 0 0 47 7:~ l:gO $3 0 0 0 0 0 0 0 0 g 323 12 146 :$7 0 0 0 0 0 0 0 0 2 37 131 47'2 99 0 0 0 0 0 0 0 0 0 0 0 201 0 0 0 0 0 0 0 0 931 :$ 19 30 142 0 0 0 0 0 0 0 0 0 21 247 211 3~9 6 0 0 0 0 0 0 0 0 0 0 1:$ 3:$4 0 0 0 0 0 0 0 0 0 0 0 40 44 0 0 0 0 0 0 0 0 0 0 0 g 445 0 0 0 0 0 0 0 0 0 7 34 4~1 37/ 27 0 0 0 0 0 0 0 720 0 4 119 247 ~0 0 0 0 0 0 0 0 0 0 47 219 258 32 0 O 0 0 0 0 0 6*27 2 4 16:$ 322 lS 0 0 0 0 0 0 0 0 9 4~ 220 :$90 6 0 O 0 0 0 0 0 O 0 39 119 3~3 0 0 0 0 0 0 0 0 0 22 2S 84 ~92 27 0 0 0 0 0 0 0 0 0 173 7~ S$4 62 0 0 0 0 0 0 0 60i 4:$ 91) 27:$ 1113 10 0 0 0 0 0 0 0 0 22 47 90 1022 19 0 0 0 0 0 0 0 ~3 :$8 :$ 45 1074 6 0 0 0 0 0 0 0 210 40 168 3S0 751 32 0 0 0 0 0 0 0 0 ~ 123 213 &31 32 0 0 0 0 0 0 0 :$33 32 ~6 54 44~ 112 0 0 0 0 0 0 0 0 12 48 174 92~ 19 0 0 0 0 0 0 0 :$79 30 IZ2 327 923 49 0 0 0 0 0 0 0 0 25 32 99 213 3~ 0 0 0 0 0 0 0 0 4 3 77 391 0 0 0 0 0 0 0 0 973 0 7 40 31~ 32 0 0 0 0 0 0 0 7~4 273 0 2416 267 1~7 0 0 0 0 0 0 0 0 22~ 26 734 ~&3 9 0 0 0 0 0 0 0 0 24g ~7 1/~'6 637 4~ 0 0 0 0 0 0 0 0 49 0 197 ~3~ ~41 0 0 0 0 0 1293 0 0 14 0 314 140 0 0 0 0 0 0 0 0 332 371 60 942 9g~ 67 0 0 0 0 0 0 0 0 7~ 11 1733 248 1S70 0 0 0 0 0 0 0 646 44 ~7 :$7 336 21 0 0 0 0 0 0 0 0 1:~ 0 72 261 0 0 0 0 0 0 0 0 T79 4 0 4S7 3~2 ~o o o o o o o o o i43 is 7:$1 :$~, 33 o o o o o o o ~1~ Page 4 of 13 I 2020-6A KLL 080597 ! ! - SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 4 394 26 26 144 370 0 0 0 0 0 0 0 0 ~9~ 0 0 202 2279 1106 4 399 6 76 119 33~ 2 0 0 0 0 0 0 0 ~91~ 0 0 Page 5 of 13 2020-6A KLL 080597 I TAZ POP DU $OCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 4 274 11: 93 12~ 409 1~4 0 0 0 0 0 0 0 0 0 0 0 0 5 2~ ~2 0 0 0 0 0 0 32 27 10 0 46 0 0 0 0 0 0 95 I0 111 75 2115 7 0 0 0 0 0 151 20 291 104 139~ 4 0 0 0 0 0 535 10 138 16 2~2 24 0 0 0 0 0 12 0 12 14 S3 4 0 0 0 0 0 322 0 1S2 61 2~ 12 0 0 0 0 0 98 10 63 40 213 36 0 0 0 0 0 630 30 205 449 994 27 0 0 0 0 0 ~45 15 97 ~0 lg71 227 0 0 0 0 0 7 o o 9 29 o o o o o o ~4 ~ 5 los 1~o 42 o o o o 0 Page 6 of 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 452 O 0 0 0 0 0 0 0 0 517 0 0 0 0 0 0 0 0 O 552 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2115 0 0 0 1116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 765 0 0 0 0 0 0 0 0 0 0 0 6000 0 0 765 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 532 1623 0 I I I 2020-6A KLL 080597 SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 350 13+ 333 5~J6 ZTJ3 4 735 64 4,6 318 741 25 0 0 0 0 0 0 0 627 0 0 334 1643 90g 3 31 43 33 50~ 1911 0 0 0 0 0 0 0 0 0 0 0 o o ~ o ~2 o l~r? o o o o o o o o o o o o Page 7 of 13 2020-6A SOCIO ECONOMIC DATASET FOR 2020 KLL 080597 DEC 96 ~J~ERS I - ~ ~2 ~ ~ ~ ~ ~ ~ 2?0 ~ o ~ ~ ~ ?age 8 of ~3 I ! I 2020-6A KLL 080597 TAZ POP $OCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 401 2335 gll 4 150 0 2~ 40 50 32 0 0 0 0 0 0 0 0 0 0 449 3396 1307 4 g7 0 15 6 ~0 12 0 0 0 0 0 0 0 0 4~0 I~S ~g ,~ 97 0 ZS 7 ~7 ~4 0 0 0 0 0 0 0 0 I Page 9 of 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 ?0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2020-6A KLL 080597 SOCIO ECONOMIC DATASET FOR 2020 DEC 96 ~J~ERS TAZ POp 451 2~7'Z 935 4 T7 0 452 3000 1111 4 14~ 0 15 32 I~0 0 0 0 0 0 0 0 0 0 0 0 4~3 377 130 4 0 0 22 40 73 l; 0 O 0 0 0 0 0 0 0 0 4~4 2.~ 942 4 267 0 17 35 12~ 0 0 0 0 0 0 0 0 0 0 0 455 gig 360 4 0 0 7 4~ 74 7 0 0 0 0 0 0 0 0 0 0 456 3~33 1~93 4 264 0 1~ 42 11~ 2~ 0 0 0 0 0 0 0 ~ 0 0 Page 10 of 13 UA ~'C HOOp PRIS 13+ 2020-6A ~ 080597 I I - sOCIo ECONOMIC DATASET FOR 2020 DEC 96 NLg4BERS 13+ 2 ~7 0 45 41 51 l~ 0 0 0 0 0 0 0 0 0 0 502 575 174 2 62 I 503 ~ 37'7 3 112 504 465? 1731 4 52 505 1467 5~0 4 110 531 ~679 1527 4 220 it 3 34 4~3 1~2 0 0 0 0 0 0 0 1650 0 0 16 3 g4 6 0 0 0 0 0 0 0 0 0 0 7 4 62 6 0 0 0 0 0 0 0 0 0 0 12 26 122 0 0 0 0 0 0 0 0 0 0 0 20 49 173 2~ 0 0 0 0 0 0 0 532 0 g 4 35 62 57 0 0 0 0 0 0 0 0 0 0 0 25 103 ! 0 0 0 0 0 0 0 0 0 0 15 2~ ]33 0 0 0 0 0 0 0 0 1159 0 0 1S 234 237 0 0 0 0 0 0 0 0 0 0 0 32 75 I]3 54 0 0 0 0 0 0 0 0 0 ~ 10 119 203 2T 0 O 0 0 0 0 0 52~ 1623 12 7 104 155 la 0 0 0 0 0 0 0 0 0 12 0 75 5~4 9 0 0 0 0 0 0 0 0 0 10 24 31 403 Il 0 0 0 0 0 0 0 105 0 0 5 34 125 0 0 0 0 0 0 0 0 702 0 0 0 lO 7S 0 0 0 0 0 0 0 0 0 0 14 0 60 75 0 0 0 0 0 0 0 0 0 0 0 0 66 9S 0 0 0 0 0 0 0 0 0 0 0 0 53 70 0 0 0 0 0 0 0 0 0 0 0 0 45 Ili 9 0 0 0 0 0 0 0 0 0 0 0 41 ~ 19 0 0 0 0 0 0 0 0 0 0 12 3S 157 0 0 0 0 0 0 0 0 0 0 2S ~7 55 ~Z 57 0 0 0 0 0 1344 0 0 0 24 30 223 611 32 0 0 0 0 0 0 0 0 0 25 0 849 76 0 0 0 0 0 0 0 0 0 0 21 1~ 2S 358 L~ 0 0 0 0 0 0 0 0 1623 15 10 344 2~ 3~ 0 0 0 0 0 0 0 0 0 50 70 299 45! 5S 0 0 0 0 0 0 0 ~ 0 7~ 61 2~9 5~ 62 0 0 0 0 0 0 0 6~0 0 6~ 73 1~0 $BO 34 0 0 0 0 0 0 0 0 0 2~ 32 174 276 55 0 0 0 0 30 0 0 ~5 0 ]3 17 :18 195 32 0 0 0 0 0 0 0 0 0 0 5 65 152 0 0 0 0 0 0 0 0 0 0 0 IS ~4 llgl 0 0 0 0 0 0 0 0 ~ 0 0 0 54 31 0 0 0 0 0 0 0 0 0 0 I 0 664 343 0 0 0 0 0 0 0 0 0 0 0 0 2~4 516 7 0 0 0 0 0 0 0 112~ 11345 0 0 1291 7 0 0 0 0 0 0 0 0 0 0 0 0 35 I4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 3 0 140 1772 0 0 0 0 0 0 0 0 0 $ 0 41 11 23 0 0 0 0 0 0 0 0 0 10 0 23 25 9 0 0 0 0 0 0 0 0 0 .tO 0 52 25 9 0 0 0 0 0 0 0 0 0 40 0 21 36 9 0 0 0 0 0 0 0 0 0 11 33 75 112 0 0 0 0 0 0 0 0 0 0 19 2~ 63 232 0 0 0 0 0 0 0 0 0 0 11 ~4 43 20S 0 0 0 0 0 0 0 0 532 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 Page 11 of 13 080597 . SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 4 0 0 0 27 0 0 0 O 0 0 0 0 I Page 12 of 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 627 167.3 0 0 0 0 0 0 627 0 14~ 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 303 0 0 0 2020-6A 080597 SOCIO ECONOMIC DATASET FOR 2020 DEC 96 NUMBERS 369 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I I I I 1164947 Page 13 of 13 197 ~- .-- '~ ~ ~ '- ¢- : ~: l~¢ ~7 ' , " :~ ' ' ,:'; I I I I I I I I I I I I I I I I I I I APPENDIX F DISTRIBUTED SOURCE MODEL RESULTS I I Distributed Source Junction DB Distributed Source - Scenario 1 Node Database I I I I I I I I I I I I I I I I I Junctions ID ELEVATION DEMAND ~ATTERN DESCRIPTION PRES_ZONE X Y SYM_SIZE PHASE 2 2085 169.2 I Junc[~on zt 742558 505882 300 Existin! 4 2130 141 I Junction 5 746406 496623 300 Existin~ 6 2130 169.2 I Junction 5 751456 497731 300 Existin 8 2139 225,6 I Junction 5 752625 491294 300 Existir 10 2141 0 I Junction 5' 752819 490638 300 Existic 12 2148 187.6 1' Junction 5 754158 493605 300 Existin 14 2160 131.3 1' Junction 5 758508 490291 300 Existin! 16 2170 0 I Junction 5 755927 487493 300 Existin 18 2180 14.1 14 Junction 5 762391 482303 300 Existing 20 2180 141 1 JunctionI 5 761165 487547 300 Existin 34' 2617 0 1 Junction 10r 768739f 516206 300 Ex st n! 38¥ 2203 35,3 1t Junction ~1 51763834487564 300 Existin! 40 2225 100.8 11 Junctionl 6 766209~487568 300 Existim 44J 2268 69.1 11 Junctior' 6~ 7661931490197 300 Existin; 46 2288 26.4 Junction 6 765971 492697 300 Existin 48 2211 33.7 50 2204 52 58 2246 70.2 1 62 2339 36.7 644 2357 25.3 2326 105 ~86[ 2216 119.3 72~ 2261 53.6 74 2236 67.7 78' 2510 24.3 80 2480 25.9 82 2580 9.3 84 2540 9.3 88 2600 26.5 ~ 2490 40.8 2740' 126.9 98 2730 126.91 2523' 141~ 108 2478 141 110 2490 35.3 118 2584 0 120 2376 0 122 2385 25.3 t24 2345 39.5 126 2230 163.5 162 2290 14.1 184 2311 78 198 2700 197,4 200 2540 45.1 202 2895 0 206 2475 0 208 2850 0 · Junction 6 763844 491792 300 Existin Junction 5 763816 490240 300 Existin Junction 6 768826 487586 300 Existin Junction 7 767143 495356 300 Existin 1 Junction 7 7687291495368 300 Existin 1 Junction 7 768752 492596 300 Existin 1 Junction 6 769154 482432 300 Existing ~ Junction 6 773484. 482403 300 Junction 6 7717811482403 300 Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction I Junction I Junction I j Junction' 1 Junction 1 Junction I Junction I Junction I Junction I Junction 1 Junction I Junction 1 Junctior I Junction 1 Junction Existin! Existin~ 9 763724 512408 300 Existing 8 763744 509776 300 Existin~ 9 768767 512446 300 Existin(, 9 768785 509812 300 Existin! 10 774073 510329 300 Existin~ 9 768818, 507167 300 Existin~ 1' 778950 516325 300 Existing 1' 777891', 516315 300 Existin 10 776078 514620 300 Existin! 9 774128 505403 300 Existin( 8 768818 505379 300 Existin( 8 771315 505379 300 Existin! 9 768473 513105 300 Existin! 7 769177 499602 300 Existin< 7 768710 498024 300 Existing 7' 767375 498031 300 Existing 6T 7719441477287 300 Existin 6 760439 478163 300 Existin 7 767983 490100 300 Existing 10 760943 525770 300 Existing 9 758281 519466 300 Existing 12 761522 530681 300 Existing 8 769140 505592 300 Existing 12 759253 632469 300' Existing Page 1 I I Junctions Distributed Source Junction DB I I I I I I I I I I I I I I I I I ID ELEVATION DEMAND PA~Iq-ERN DESCRIPTION PRES_ZONE X Y SYM_SIZE PHASE 210 2895 0 1 Junction 12 761338 531306 300 Existing 212 3000 112.8 1 Junction 13 759936 533788 300 Existing 214 2104 387.7 1 Junction 5 743930 501056 300 Existin,~ 216 2130 141 11 Juncti°ni 5. 745222 496961 300 Existin( , 300 218 2124 84 6 1j Junction 5 740279 500439 Existin 222 1987 0 1 Junctioni 3 71493 522037300 Existin 228' 1987' oL Junct,on] 3'71 0 521247 150 232 1990~ 28,2~ 1 :, Junction~ 3 71829~ 531320 300 Existing 2~j 1985] 335.3~ 1] Junctio~ 3~ 716006~ 529283] 300 Exi.ing 236 2010 42.31 11 Junction 4 721242529353 300 Existing 238 1969 50 8' 1 Junction~ 3 710744 529283 300 Existing 240 1947~ 0~ 1 Junction~ 3 705440 535537[ 300 Existing 242~ 1~;~ ~1 11 Junction~ 3 716009-531954 300 Existing '~ 1990 Ol I Junctio~ 3 717820 ~530896 300 Existing 24~ 1995 49~ I Junctio~ 3 718638- 526693 300 Existin ~48 1987 59.7 I Junction 716009 526693 300 Existin ' 254' 2088] ~ 1 Junction 4; 741988 505870 300 Exstin{ 260 2094 70,5 1 Junction ~ 741836 503783 300 Existing 264 2160 115.6 ~ Junction 5 757204 495422 300 Existing 266 2164 0 Junction 5 758810 492789 300 Existing 268 2175 0 Junction 5 760439 492789 300 Existing 270 2172 90.6 Junction 5 759760 494213 300 Existing 272' 2170 50.8 * Junction 5 758522 495422 300 Existing 276 2080 0 1 Junction 4] 742404 510106 300 Existin( 298 2270 42.3 ~ Junction 6 748016 487431 300 Existin 302 2320 14.1 ' Junction 7 748016 484131 300 Existin~ 308 2071 0 ~ Junction 4i732057 509706 300 Existin 324 2070 ~.6 1 Junction 4 733320 508734 300 Existing 340 1932 33.8 1 Junction 3' 698156 530755 300 Existin 342 1942 0 1 Junction 3 699620 530755 300 Existing 344 2640 0 1 Junction 10~ 764466 519274 300, Existing 348 2700 0 I Junction 10 76~66 522120 300 Existin~ 352~ 26601 0 1' Junction: 10~ 76~66 520320 300 Existin~ 3~ 2250~ 7 1' Junction 6~ 757708 482620 300 Existin~ 358~ 22261 0 1- Junction 6~ 758165484438 300~ Existin{ 360~ 22281 O- 1 Junction 6;757~ 483997~ 300~ Existin~ 364~ 2120' 0 1 Junction, 5 750799,492914 300~ Existing 366 1980 0 I Junctio~ 3 712468 523235 300 Existi~ 398- 1976 32.5' 1 Junction 3 714096 531936 300 Existing 400 1994 20.9 I Junction 3 718342 529283 300 Existing 402 1956 55[ I Junction 3 705~0~ 529283~ 300 Existing 404- 1~5 01 1~ Junction~ 3 705359~ 538332 300 Existing 406 1995 01 1~ Junction', 3 718639~ 527996 300 Existing 410 19671 20 3 I Junction, 3 710674 531847 300 Exisbng 412~ 1981' ~ 9t 1~ Junction 3 713463- 526686 300 Ex st'ng , , '~ I . r ' - . 414 2260 0 I Junction 6~ 750197 487441 300 Ex~sbng 416 2450 O- 1' Junction 8~ 763584 508655 300 Existing 420 2300 29.7 Junction 6i 763739 495366 300 Existir 422 2305 57.5 1 Junction 6~ 763728 496271 300 Existing Page 2 I I Junctions Distributed Source Junction DB I I I I I I I I I I I I I I ! i I ID 424 2280 62.4 I Junc6or 428 2270 46.3 Junction 434 2430 42,3 ~ Junction 436 2445 131.2 Junctior 440 2320 0 Junction 442 2417 0 ' Junctior 444 2310 34.8 ' Junctior ELEVATION DEMAND PATi'ERN DESCRIPTION PRES_ZONE 446 2280 448 2318 0 I Junctior 454 2586 0 ~ Junction 456 2699 0 I Junction 462 2500 0 I Junction 464 2260- 14.1 I'L Junction 468 ~ 2895 0 I Junction 141 I JL qction 0 · Junction 6 766717 491714 X Y SYM SIZE PHASE 6 766359 492737 300 Existing~ 6 763759 493978 300 Existing 8 768732 501278 300 Exstng 8 771367 501278 300 Existin! 7 769175 490445 300 Existin~ 8 768686 500057 300 Existim 6 766137 493953 300 Existin 150 Existin 7T 76886' 490807 300 Existin~ 9 768456 513636 300 Existing 10 777966 513510 300r Existing 9 767473 508601 300 Existing, 6 753730 485647 300 Existin 12 760522 532603 300 Existin( 5 749262 493612 300 Existin~ 47oI 214o1 4721 2523 474J 2216! 476 2236 478T 2246 480 2203 502 2560 504 2600 506 2630 510 2390 0 I Junction 9 775129 504499 150 Existin( 0i I Junction 6 767776 483426 150 Existin 1' Junction 6 772033 483547r 150 Existin 0 1 Junction' 6' 768123'486502 150 Existin 0 1 Junction 5 763789 486401 150 Existing 17.7 1 Junction 9 771422 509818 300 Existing 26.5 1 Junction 10 771475 511924 300 Prooosed 17.7 I Junction 10 771397 513764 300 Existin( 0 I Junction 7 763663 504581 300 Existin 512 2520 0 I Junction 9 768510 508554 300 Existin( 514 2415 41.3 I Junction 7 766063 504578 300 Existin 516 1942 25.4 I Junction' 3' 705356', 539757 300 Prooosed 518 1935 24.5 ~ Junction 3 702449~ 539730 300 Proposed 520 1935 25.4 1 Junction 3 702435 537094 300 Proposed 522 1942 16.9 I Junction 3 702503 534445 300 Prooosed 524 1960 33.8 1 Junction 3 710686, 536946 300 ProPosed 526 1947 50.8 1 Junction 3 705394' 537108 300 Prooosed 528j 1948 50.8 I Junction 3 705440 534512 300 Proposed 530 1960 42.3 I Junction' 3~709001 540431-- 300' Proposed 532! 1964 42.~ ~ Jun~n 3~711621 537914~ 300' Proposed 534 1970 42.3 1. Junction. 3 714614 535772 300 Proposed 536 1963 45.1 I Junction 3 710700 534521 300 Prooosed 538 1970 11.3 I Junction 3 713175 534550 300 Proposed 540 1933 31 I Junction 3 699595 534416 300 ProDosed 542 1940 27.1 I Junction 3 699635 531755 300 Proposed 544 1950 33.8 I Junction 3700416 529235 300 Proposed 546 1960 46.2 I Junction 3 705442 525974 300 Proposed 548 1965 51.3 ~ Junction 3 708145 526594 300 P~posed 550 1973 34.8 1 Junction 3 710768 526634 300, Proposed 552 1960 0 I Junction 3 705427 526554 300 Proposed 554 1951 64.6 I Junction 3 705440 531807 300 Proposed 556 1964 59.2 1 Junction 3 708122 529283 300 Proposed 558 1960 37.2 i Junction 3 708069 531861 300 Proposed 560 1981 31 Junction 3 710808 524020 300 Proposed Page 3 I I Junctions Distributed Source Junction DB I I I I I I I I I I I I I I I I I ID 562 564 566 568 570 572~ 574} 576j 578 580[ 582 584 586 ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE X ' Y SYM_SIZE PHASE 1983 0 1 Junction 3 712448 524020 300 Proposed 1985 51.9 1 Junction 3 713494 524040 300 Proposed 1987 0 1 Junction 3 714857 524096 300 Proposed 1991 48.2 1 Junction 3 716056 524040 300 Proposed 1995 17.2 1 Junction 3 717479~520075 300 Proposed 2004 42.9 1 Junction 4 721375 526648 300 Proposed 2005~ 92.8 17 Junction 4 721339"524151 300 Proposed 2012 78.9_ 1~ Junction ,t 721375, 518789 300. Proposed 2010 42.6 1 Junction ,~ 725162 524151 300 Proposed 2015 64.8 1 Junction 4 726632 522719 300 Existin 2025' 172 I Junction 4 726632:518863 300 Proposed 2012 149.4 1 Junction ,~ 7265951524775 300 Proposed 2020 78.9 1! Junction' ,~ 726595 528778 300 Proposed 588 2030 98,7 590 2035 56.4 592 3100 0 1 594 2750 253~' I 596 598 600 602 604 606 608 610 612 614 6i6 8~8 620 622 624 626 628 2650 253.8 1 2550 281.8t 1 2450 141 1 2800 0 1 2600 45.1 1 2800 70.5 1 2900 0 2780 70,5 2760 0 2760 0 2040 56.4 2060 98.7 2750 214.3 2700 0 2730 0 2660 57.8 2640 125.5 11 Junction 4 730051,521874 300 Proposed 1, Junction 4 730639 518899 300 Proposed Junction 14 763948-535724 300 Proposed Junction 1! 754461 534875 300 Proposed Junction 10 751061 535249 300 Proposed Junction 9 747491 534705 300 Proposed Junction 8 743683 534502 300 Proposed Junction "762280 528534 300 Proposed Junction 10 758291 522489 300 Proposed Junction "763591 528396 300 Proposed I Junction 12 767771 528819 300 Proposed I Junction "765938 526941 300 Proposed I Junction 4' 768611 524220 300 Proposed I Junction "' 768881 524462 300 Proposed I Junction 4 733416 518949 300 Proposed I JL~ction 4 738589 514448 300 Proposed 4- 771008 521714 300 Proposed I Junction I Junction "774025516113 300 Proposed I Junction 1' 776212516138 300 Proposed I Junction 10 771335 516088 300 Proposed I Junction 10 769072 516013 300 Proposed 630 2700 70.5 I Junction 1' 769510 518947 300 Proposed ~ ' 1' 766381~522664 300 Proposed 632 2760 70.5 Junctior 634 636j 638 640 2580 642 2620 33.9 644~ 2580 73.4 646 2540 39.5 648 2500 51.5 650 2440 135.4 652 2540 0 654 2480~ 115 656! 2580 0 6581 2410i 55.4 2660 84.6- ' Juncaon 10 766382 518926 300; Proposed 2640~ 70.5 1 Junctior 10 764486 518950 300~ Proposed 2680 225.6-- 11 Junction' 10 7610784523874 3001 Proposed 112.8 1 Junction 9 761078 519052 300 Proposed Junction_ 10 766398~516154 Junction 9 7635851516233 Junction 9 761048 516642 Junction 9 758301,516840 Junction 8 758325 514000 Junction Junction Junction Junction 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 9 763593i 513868 300, Proposed 8 760531 513507 300 Proposed 9 768482 511948 300 Proposed 7 763635 506032 300 Exisan§ Page 4 I I Distributed Source Junction DB Junctions I I I I I I I I I I I I I I I I ID ELEVATION DEMAND PA'Iq-ERN DESCRIPTION PRES_ZONE 660, 2540 0 1 662i 238O 0 1 664I 2330 59.3 1 6661 2080 141 1 6681 2160 102.9 1 6701 2140' 0~ 1 672j 2110 112.8 1 674 2300 14' 1 676i 2220 42.3 I X Y Junction 9 768654 509313 Junction 7 758429 510106 Junction 7 757072 508566 Junction ~ 743090 510685 Junction 5 747098 512384 Junction 5 746734 511322 Junction 5 746461 510170 Junction 6 752850 512488 Junction 6 750465 509919 Junction 5 748101 508622 6761 2140 28.2 680J 2190 84.6 I Junction 5 750519 508555 682! 2260 129 71 11 Junction 6 753081~508622 684~ 2300- 112.8 1 J~nction. 6'755255L508639 686~ 2160 28.2 11~ Junction 5 750591 505558 6881 2200 31.7 1~ Junction 5 752330 504488 690! 2240 146.6 11 Junction 6 753900 505680 692, 2130 19.4 I Junction 5 751076 503313 694 2120 0 I Junction 5 750439 502373 696 2250 38.9 1, Junction 6 755783 503253 698 2320J 22.6 l j Junction_ 7 758395J 506044 700 2290 49.4 1 Junction 6 758425 503344 702 2298 0 I Junction 704 2370 46.4 1 Junction 706 2440 41.3 1 Junction 708 2240 43.6 1 Junction 710 2180 60.6 1 Junction 712 2080 169.2 I Junction 714 2090 169.2 I Junction 716: 2120 141 1 Junction 718i 2160 70.5 1 Junction 7201 2150 211.5 1 Junction 722i 2180 163.5 li Junction 724i 2195 0 1 Junction SYM SIZE PHASE 300 Existing 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposec 6 758430' 502611 300 Proposed 7 763653' 503683' 300 Proposed 8 768774 503318 6 760320 495374 5 763011 490190 4 735014 508041 4 734875 503377 5 741102 499096 5 740378 496496 5 745233 495596 5 745239 492670 5 758505 484793 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Existing 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 726~ 730! 1980 0 1 Junction 3 711536 522641 732i 1942 0 1 Junction 3 706096 540278 734 1948 0 I Junction 3 706335 535269 736'f 1933 0 I Junction 3' 699068 535428 738~ 19321 0 1 JunctionI 3 697530 531772- 740 1956~ 0 1 Junction' 3 704505 530155! 742 1960 0 1 744~ 2440 33.8 1 Junction' 8 752954' 477498 300 Prooosed 3 712477 538870 3 715462 537054 3 709862 535260 3 714561 534612, 3 711923i530348 3 714974 528535 Junction 1970 0 · Junction 746 1963 0 · Junction 748 1970 0 Junction 750 1969 0 q Junction 752 1985 0 " Junction 754 1994 0 1 Junction 756 1981 0 I Junction 758 1991 0 I Junction 150 Existing 150 Proposed 150 Proposed 150 Proposed 150 Ex~stmg 150 Proposed 150 Proposed 150~ Proposed 150 Prooosed 150! Proposed 150~ Proposed 150 Existing 3 717462 528320 150 Proposed 3 712870 527528 150 Proposed 3 716893'524901 150 Prooosed Page 5 I I Junctions Distributed Source Junction DB I I i I I I I I i I I I I I i i ID ELEVATION DEMAND PATTERN DESCRIPTION ~RES_ZONE X Y SYM_SIZE PHASE 760 2005 0 Junction 4 720133 520706 150 Proposed 762 2010 0 , Junctior 4 721357 521512 300 Proposed 764 1990 0 I Junctior 3 717867 531897 150 Exis6n(. 768 2015 0' 11 Junction 4 725749 522057 150 Proposed 770 2025 0 I Junction 4] 725594' 517739' 1501 Proposed 772 2012 0 I Junction 4 727786 525361 1501 Proposed 774 2071 01 I Junction 4 731114 510491 150 Existin( 776 2070 0T I Junction 4 732367 507536 150 Existing 778 2090 0 I Junction ,~ 733571 504431 150 Proposed 780 2094 0 I Junction 4'. 740589 502829 150 Proposed 782- 2088 01 I Junction 41 7410901506935 150 Proposed 784 2104 0~ 1T Junction 51745493 502029 300 Existing 786 21oo 11 Junction' 4 450g0i501133 150 Proposed 788 2120' O~ ' 1! Junction' 5T750790 4941004 150 Existing 790 2140 0 1, Junction 5~ 753033 496002 300 Existing 792 2140 0 lj Junction 5 753962 496804 150 Proposed 794 2148 0 1 Junction 5' 754124 492558' 150 Proposed 796 2160 0 1 Junction 5 758491 4890671 150 Proposed 798 2170 O' 1T Junction 5 759404 496343 150 Proposed 800 2160 0 I Junction 51 757198 496516 150 Proposed 802 2172 0, I Junction 5 760552 494520 150 Proposed 804 2204 01 1' Junction 5 763039 491055 150 Proposed 806 2164 0 I Junction 5~758760 491845 150 Proposed 808 2175 0 1 Junction 5 761349 492553 150 Proposed 810 2140 0 1 Junction 5 750593 492250 300 Existing 812 2226 0 I Junction 6] 757188 484941 ' 150 Existing 814 2250 0 1 Junction 6, 756625 483377 150 Existin! 816 2640 0 1 Junction 10 763248 5201491 150 Existin( 818 2080 0 1 Junction 4 741694 5096001 150 Existing 820 2080 0 1 Junctioni 4. 741657 511153 150 Proposed 822 2700 100.1 1 Junctiom 11 773686 5161281 300 Proposed 824 2897 0 1 Junctionl 12 767226 528976 300 Proposed 828 2900 56.4 1 Junction 12 767862i 527721i 300- Proposed 830 2094 O' 1[ Junction~ 4'740182~504697] 150- Existin 832 2172 0 1~ Junction~ 5 760889 4939291 150 Existin( 834 2110 0 I Junction 5 749169 501622 300 Existin[ 836 2100 0 11 Junction 4 747658 5034131 300 ProPosed 838 2090 0 I Junction 4' 746651 504796~ 300 Proposed 840 2090 O; lqL Junction 4 745099_ 505969~ 300 Proposed 842 2120 0 I Junction 5 750091 500270 300 Proposed 8;~4 2130~ 0 1' Junction 5r 751307 499306 300 Proposed 846_h 2110[ 0 I Junction' 5%746986 501862' 300 Proposed 854 2220 649.5 I Junction 6 758554 498105 300 Proposed 860 2311 0 I Junction 7 758694 503970 300 Proposed 864 2200 42.3 1 Junction 5 749877 510097 300 Proposed 866 2300 0 1 Junction 6 754343 509880 300 Proposed 868 2200 10.6 · Junction 5 752745 504803 300~ Proposed 872 2090 0 Junction' 4 745077 507011 150 Proposed 874 2090 0 1~ JunctionI 4 746719 5059061 150' Proposed Page 6 I I Junctions Distributed Source Junction DB I I I I I I I I I I I I I I I I I ID ELEVATION DEMAND PATTERN~DESCRIPTION PRES_ZONE × Y SYM_SiZE PHASE 876 2100 0 I Junction 4 747758 504634 150 Proposed 878 2110 0 I Junction 5 747054 500684 150 Proposed 880 2110 0 I Junction 5 749132 500650 150 Prooosed 882 2120 0 1 Junction 5 750137 501086 150 Proposed 884 2130 0 1 Junction 5 751377 500282 150 Proposed 886 2298 0 I Junction 6 759342 503001 300 Prooosed 890 2300 54 4 1 Junction 6' 755922 507519 300 Prooosed 892 2410 61.8 11 Junction 7 758408 510906 300 Proposed 8941 2400 95.2Li 1 Junction: 71756613-512547 300 Existin 896 2300 35.3 I Junction 6;754482 510887 300 Proposed 898~ 2416 63.5 I Junction 7~758392~511506 300, Proposed 900j 2416 36.4 1 Junction ~759485 510127 300] Proposed 904 2490i 5~.5F 1~ Juncfio.~ 8' 7583061516258 3001 Proposed 906 2490 O~ I Junction, 81768811 507757 300 Proposed 9081 2500~ 49.3[ li Junction- 9[ 761246' 5141451 300' Proposed 910- 2490 01 11 Junctio~ 817660441509361~ 300~ Proposed 912 2490 0] 1 Junction 8~766852i509346[ 300~Proposed 916 2600 33.9 1i Junction- 10!76479a[5161997 3001Proposed 918 2600 8.8 1' Junction 10 768798 513501 300 Existing 920 2590 8.8 1 Junction 9 771463 511444 300 Existing 922 2500 35.3 1 Junction 9 771852 505383 3001 Proposed 924 2600 112.8 1 Junction 10 761078 520415 3001 Proposed 926 2700 0 1 Junction 10 7604737525516 300; Proposed 928 2595 0 1 Junction 9 758283L521896] 300 Existing 932 2490 0 ~ Junc§on 8 766875[508609 300 E~sting 934 2490 0 q Junction 8_771581i504388L 1501 Proposed 936 2200 43,6 ' Junc§on 5 759710 495390 300 Proposed 938 2200 14.1 1 Junction 5 755097 486796 300 Proposed 940 2206 0 ~ Junction 5'754826 486568 300 Proposed 942 2200 7 1 Junction 5 751165 488976 300 Proposed 944 2206 7.1 ~ Junction 5 750928 488602 300 Proposed 946 2380 28.2 ~ Junction 7 746060i482886 300 Existin 948 2206 1 Junction; 5176205L481583] 300 Proposed 950 2320 14.1 ~ Junction 7 747664] 483907 300 Exis~ng 951 2508 495~ 1~ Junction! 9~772a6a 506968[ soo[ Proposed 952 22601 7.1 1 Junction 6 757642 4819161 300' Proposed 955 32251 0 I Junction 15 7645687535618 300 Existini 958 3225 70, I Junction 15 765258 534293 300 Proposed 960 2508i o: 1 Junction 9 746221' 534637 300 Proposed 962 2508 01 1 Junction 9'745740'534613 300 Prooosed 964i 2595] 0 1 Junction. 91748942~534926 soo Prooosed 966! 2595~ 0 1' Junction 9[749482 535009 300 Prooosed 968 2700~ 0 I Junction 111752259 535117~ 300 Proposed 970 2700 0 I Junc[ion 11 752755 535063 300 Proposed 972 2805j 169.2 11 Junction 12 760601_ 529286 300 Proposed 974 3015 85 I Junction 14 762235±534164 300 Existin( 976' 2897 0 I Junction 12 761121 530716 300 Existin 978 2897 0 I Junction 12 760975 530304 300 Proposed 980 3107 0 ~ Junction 14 763900 536595 300 Proposed Page 7 Distributed Source Junction DB I Junctions I I I I I I I I I ID 'ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE X Y 982 3107 70 I Junction 14 762993 536684 9841 2897 0 I Junction 12 767324 529542 986 2897 60 1 Junction 12 766320 529648 9881 2691 0 I Junction 10 776556 514076 9901 2691 1710 I Junction 10 775944 513309 9921 2897 0,~ I Junction 12762084 531363 9941 2897 435i I Junction 12 762715 530538 9981 2490'. 0~ 1 Junction 8 770948 505685 10041 2584 1660 1 Junction 9 766948'512866 1006! 2508 0 ! Junction 9 771413 5069244 1 Junction 6 760220 502784 SYM_SIZE PHASE 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 3001 Existing 300 Existin( 300 Proposed 300 Proposed 10441 2298 0 1046! 2298 6025 1 Junction 6 7604601501819 300' Proposed 10481 2415- 20.7 I Juncton 7 766115 503885 300 Proposed 1050~ 2440 0 I Junction 8 768440 503090 300 Proposed 1 Junction 6 763752 497518 300 Proposed 11100~ 2308 53.5 11102 2308' 0 11104~ 2320 405 1110.6 2400 0 11110 2330 0 111121 2330' 901 11114 2200 185 111'i61 ~0 0 111181 2040 0 111201 2130 0 iii~2i 2104 0 11124: 2104 0 i1126i ~230 0 11128: 21i0 0 I Junction 6 764340 495364 300 Proposed I Junction 7- 7676171490550 300 Proposed I Junction 7 770321 499600 300 Proposed I Junction 7 747589 484732 300 Proposed I Junction 7 746805 484473 300 Proposed I Junction 5 750569 ~ 490001 300 Proposed 1 Junction 5 763130 487560 300 Proposed I Junction 4 733523' 520225 150 Proposed I Junction 5 752542 498539 150 ExistingJ I Junction 5 746009 502767 150 Proposed I Junction 5 746161 502034 300 Proposed I Junction 6 768990 485009 300 Existing I Junction 1 749287 502930 150 Proposed Page 8 I I Distributed Source Tank DB Distributed Source - Scenario 1, Node Database I I I I I I I I I I I ! I I I I I Tanks ID ELEVATION ZONE DESCRIPTION X Y SYM_SIZE PHASE 1002 2403 6 Tank 771353 499597 400 Exist]n(. 1008 2701 9 Tank 777059 513504 400 Exist]n( 1010 2897 11 Tank 762623 532016 400 Existin 1012[ 2120 31 Tank 710620 522217 150 Existin 1014 2127 3 Tank~ 715979 520482 150 Existing 1016 2130 3 Tank 717499 532427 150 Existing ;1~18 2125 3 Tank 714056 528020 150 Existing 1020j 2193 .4 Tank 739736 502078 150 Proposed 1022j 2298' 5' TankF7613031494908' 150 Proposed 1024~ 2193 4 Tank!740938 509065 1504 Existing 1030 2193 ,4 Tank 730112 511292 150- Exstng 1032 2193 ~- Tank 731616'506585 150 Existin¢ 1038 2792 10 Tank 762325' 521256 150 Exist]n(, 1040~ 2403 6 Tank'L755578~ 483807- 150 Existing 1042j 2403 6 Tank 756159 485275 150 Existing 1052 2403 6 Tank~772383 485028~ 150- Existin( 1054_ 2403I. 6 Tank~ 766698 484368! 150~ Exist]n; 1056 2403 6 Tank 767123 485431 150 Exist]n(. 1060 2508 7 Tank' 766988' 490828 150 Exist]n(. 1064 2701 9 Tankj 776608 503703 150 Existing 1068 2403 6 Tank 763803 485141 150 Existing 1072~ 2082 3 Tank 706786 540914 150 Proposed 10_74 2088 3 Tank. 706972 535905 150_ Proposed 1076 2073 3 Tank 698272 536462 150 Proposed 1078 2072 3 Tank 696946 532885 150 Existing 1080 2096' 3- Tank] 703842 530871 150 Proposed . d 1082 2100 3 Tank 713126 539628 150~ Proposed 1084 2110 3 Tank 716013 537902 150 Proposed 1086 2103 3 Tank 709128 535957 150 Proposed 1088 2110 3 Tank 715833 534661 150' Proposed 1090 2109 3 Tank 712713 531116 150 Proposed 1092 2134 3 Tank~716644- 527604~ 150 Proposed 1094 2121 3 Tank 712039J 528515 150 Proposed 1096j 2131 34 Tan~7175131525710 150 Existin 1098[ 2150_ 3 Tank 719096 519958 150 Proposed 1100 2155 3 Tank 724614 521175 150 Proposed 1102 2165 3 Tank 724526 516797 150 Proposed 1104 2152 3i Tank 728794i 526053 150 Existing 1106 2193 41 Tank 732768~505233 150 Prooosea 1108 2193 4 Tank 740288i 507987 150 ProDosea 1110' 2320 5: Tank 744910] 500259 150 Proposed 11124 2298 5! Tank~ 7507281495437- 150 Existing 1114J 2298 5 Tankf754833/497674 150 Proposed 1116 2298 5j Tank~54124~ 491521- 150. Proposed 1118 2298 5 Tank 758464'488058 150~ Proposea 11201 2403 6 Tank 760118'497143 150 Proposea Page 9 I I Tanks Distributed Source Tank DB ! I I I I I I I I I I I I I I I I ID ELEVATION ZONE~DESCRIPTION X Y SYM SIZE PHASE 1122 2298 5 Tank 757220' 497575 150 Proposed 1124 2403 6 Tank 762331 491709 150~ Proposed 1126 2298 5, Tank-762160 492278 150 Proposed 1128 2298 51 Tank. 758841 4908101 150 Proposed 1130 2193 4 Tank 740550 511586 150 Proposed 1132 2897 11 Tank' 767447 530253~ 4001 Proposed 1134 2193' 4 Tank~ 739245 505282 150 Existin~ 1136 2298 5 Tank' 761364 493791' 150' Existin~ 1138 2298- 5~ Tank, 761068] 502574] 400] Proposed 11401 2508 7 Tank 771499507988 400 Proposed 1142 2320 5~ Tank' 745114508036~ 150' Proposed 1144 2320 5 Tank 74665~507114 150~ Proposed 1146 2320 5 Tank 747715505829 150 Proposed 1148 2320 5 1150 2320 5 1152 2320 5 1154 2320 5 1156 2711 9 1160 2802 10 1162 2531 7 1168 2413 6 1170 2701 9 1172 3117 13 1174 2907 11 1176 3012 12 Tank 747016 499542 150 Proposed Tank 749086~499542 150~ Proposed Tank 750137 501889 150 Proposed Tank 751377 501286 150 Proposed Tank 770414_508190 150, Proposed Tank 775677 514926 150 Proposed Tank_ 7564914504688 150 Proposed Tank 7597491501702' 150' Proposed Tank' 771931 503010 150 Proposed Tank 762119532777 150 Proposed Tank' 7788631512483 150' Proposed Tank 768367529764 150 Proposed 1178 1186 1188 2531 1192 3107 1194 3340 1196 2920 1198 2518 1200 2426 2308 5 Tan~ 752092~499315 150 Existin~ 2340 5 Tank ~747229~485240 400 Existin 7 Tank 755987 481640 150 Proposed 13 Tank 7638511537474 400 Proposed 15 Tank 7653371537023 150 Proposed 11 Tank 766901 513822 150 Proposed 7 Tank 767550 491203 150 Proposed 6 Tank'749193 488991 150 Proposed 1202~ 2203 4 Tank~ 735069~5097981 150 Proposed 1204 2203 4 Tank 740038~503735 150 Proposed 1206 2203 4 Tank17408391510364' 150' Proposed' 1'208 230~ 5 Tank~ 758574493797- 150' Proposed 1212 2180 3 Tank 733759! 521677 150 Proposed 1214' 2308- 5 Tank- 7448401502716~ 150~ Proposed + 1216 2298 5! Tank~753244499189 150 Ex, sting 1218 2320 5 Tanki745966503760. 150 Proposed 1220 2320 5 Tanki 749357' 504000 150' Proposed Page10 Distributed Source Pipe DB Distributed Source - Scenario 1 Link Database I I I I I I I I I I I I I I I I Pioes ID FM_ND TO_ND' DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION 11 10 13 18 47 11116 51 44 53~ 44 55 50 PHASE 3 4 6 12 5855 130 No Pipe Existin~ 5 470 4 12 3100 130 No Pipe Existingi 7t 790 12 12 2860 130~ No Pipe~ ExistingI 9 12 14 12 5130 130 No Pipei Existing 16~ 12 4952 130 No Pipe Existing 724 12 8400 130 No Pipe Existing 20 12 1966 130 No Pipe Existinc 40 8 2640 130 No Pipe Existing 46 Pipe Existing 48 Pipe Existin, 8~ 2640 130 Noi 12_ 1320] 1304 No 57J 48 46 12 2800 130 No Pipe Existin, 61 38 501 12- 2640 ;~ 30~.i No Pipej Existing 63 58 40 12 2640' 130i NoT~ Pipe~ Existing 73 424 62 8 2600 1301 No Pipe Existing 75 62 124 8 3771 77 124 122 12 1457 79! 66 448 12 1980 81 66 64 12 2561 83 64 122 12 2600 85 64 62 8 1755 89 922 104 12 2276 91 88 102 16 6251 95 84 502 8 2637 97 162 948 8 3780 99~ 74 68 16 2646 101 74 72 8 1421 103 78i 82 6, 5076 105 801 78' 8; 2636' 107 841 80 6LI 5070. 109 84 906 24 2056 113 108 90 8 1150 115 110 108 12~ 800 117 84~ 82 24 2674 119 82 1181 24 257 121 38 40 12 2350 130 No 130 No 130 No 1301 No 130 No 130 No 130! No 130~ No 130 No 130 No 130 No 1301 No 130 No 130 No 130 No 130 No 130 No 130 N o 130 No 130 Not 130 No 1371 74i 126' 16. 5t00' 130 N~ 1451 506 1531 8 155i 104 157! 16 161. 5O 163 58 165 440 171 11106 175 177 11126 504 8 1841 12 12 2717 88 16 4413 20 16 5238 44 8 2320 184 12 2652 184 12 1240 120 16 50 184' 44 8' 1793 58 16 2582 130 No 130 No 130 No 130 No 130 No 130 No 130 No 130 No 130 No 130 No Pipe,, Existing Pipe. Existing Pipe! Existing Pipe Existing Pipe Existing Pipe: Existing Pipe Existing Pipe, Existing Pipe Existing Pipe Existing Pipe Existin~ Pipe Existing P pe Existing Pipe Existing Pipe Existing Pioe Existing Pipe Existing Piee Existing P 3e Existing Pipe Existing Pipe Existing Pipe Existing Pipe Existing Pipe Existing Pipe Existing Pipe Existing Pipe Existing Pipe Existing. Pipe Existin Pipe Existing Pioe Existing Piee Existing Page 11 Distributed Source Pipe DB I I I I I I I I I I I I I I I I PilDspe FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 193 454 34 24 2585 130 No Pipe Existing 207 456 98 16 2640 130 No' Pipe Existing 209~ 98 96 16 1045 130i No Pipe' Existing 211 198 612 24 8550 130 No Pipe Existing 2137 604 926 12 4900 130 No Pipe Existing 215j 1981 602 24- 3200 130 No Pipe Existing 217 1008 988 16 50 130 No Pipe Existim. 227 998 206 16 890 130 No Pipe Existin! 229TM 206 90 24 1607 130 No Pipe Existin! [ 231 202 992 24 50 130 No, P pe Existim 233 202- 208 16 2591 130~ No Pipe Existing 235 468 212 12 2591 130 No Pipe Existin 237 218 214 12 3620 130 No Pipe Existin 239 716 216 12 4800 130 No Pipe Existim. 241 214 2 12 5500 130 No Pipe Existing 243 ' 214 216 12T 4235 130 No Pipe Existim, 245 216 4 12 1231 130 No Pipe Existim 255 222 366 8 3000 130 No Pipe Existin~ 259 232 236 8 6000 130 No Pipe Existin! 261- 2341 238: 8 5280 130 No Pipe Existing 263 554 528 8 2705 130 No Pipe Existing 265 232 244 8 1000 130 No Pipe Existing 267 244 242 8 1936 130 No Pipe Existin! 269 400 234 8' 2464' 130 No Pioe Existin< 271 234 248 8 2640 130 No PiPe Existin< 273 248 246 8 2640 130 No Pipe Existin< 279' 260 254 8 2050 130 No Pipe Existing 285 268 266 8 1650 130 No Pipe Existin 287' 270 268 8 1700 130 No D;De Existin 289 270 272 8 900 130 No Pipe Existin! 272' 12! 12001 130 No 297. 264~ Pipe~ Existin( 2661 8i 18501 130 No Pipe Existing 299 264 " ' ' 313 298- 302' 8' 3350~ 130 No- Pioe Existin 353 340 342 8 1600 130 No Pipe Existin 363~ 308 324 8 1182 130 No Pipe Existin~ 369, 344 352 8 1180 130 No Pipe Existin~ 371 352 348 8' 1800 130 No Pipe Existin! 373! 8 942 8 2740- 130 No Pipe Existir 381~ 358 360 8 850 130 No Pipe Existin! 385~ 810~ 364~ 16 350 130i No Pipe Existing 397~ 2427 234 8 2640 130~ No Pipel Existing 399 242" 398 8 1760 130 No Pipe! Existing 401 244 400 8 1760 130 No Pipe Existing 403 556' 402 8 2682 130 No Pipe Existing 405 240 526 6 1572 130 No PiPe Existin, 407 400 406 8 1580 130 No Pipe Existing 409i 406 246 8 1230 130 No Pipe Existing Page 12 Distributed Source Pipe DB I Pipes I I I I I I I I I I I I I I I I ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION 411 238 410 8 2540 130 No Pipe 413 248" 412 8 2640 130 No Pipe 415 442 122 12 4500 130 No Pipe 417 414 298 2187 130 No Pipe 8 419 512 462~ 8 2000 130 No Pipel 425 ~ 4201 422 12 130 No Pipe 427 66J 424 8J 2640i 130 No Pipe 433 444 i 428 8 2640 130 No Pipe 437, 428 ! 420 12 1320 130 No Pipe 441 440 58 16 2640 130 No Pipe 443 901 512 81 1320 130 No Pipe PHASE Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing 445 84 656 8 2640 130 No Pipe Existing 447i 7067 108j 12L 2030] 130 NO~ Pipe[ Existing 449~ 434 436 8 ~500~ 130' No Pipe~ Existing 453' 120 440 16 100001 130 NoI Pipe ! Ex~sbng 457 434 442 12 50 130 No Pipel Existing 459 48! 428 8 2200 461 424 46 8 50 466 940 464 8 1431 470 932 416 472 8 810 490 502 88 492 502 920 494 918 506 498 416 658 500 512 660 502 510 514 504 526 404 506 528 240 508 402 554 510 238 556 8 3500 12 2250 12 2707 8 1627 8 2612 8 3960 8 1240 8 2640 6 1225 8 1024 8 2525 8 2637 512 602i 2021 24 2400 514 9281 200 12 2700 516 34 612 24 8000T 518 6561 82 81 50 520~ 658' 510 8L| 1452 522i 660' 84 8 50 524 434 706 17 2030 5261 218 716 12 1600 16 12' 37331 5281 724 530 526 524 8 532: 528 536 8 534' 524 536 8 536 536 410 8 538 554 558 8 540 558 410 8 542 558 556 8 130 No Pipel Existing 130 No Pipe Existing 130 No Pipe Existing 1301 No Pipe Existing 130 No Pipe Existing 130 No Pipe Ex~sbng 130 No Pipe Existing, 130 No Pipe Existing~ 130 No Pipe Existing 130 No Pipe Existing 130 No Pipe Existing 130 No Pipe ExistinG 130 No Pipe Existing 130 No Pipe ExistinG 130 No Pipe ExistinG 130 No Pipe Existing 130 No Pipe Existing 130 No Pipe Existing 130 No Pipe Existing 130 No Pipel Existing 130 No Pipei Existing 130 No Pipel Existing 130 No Pipe Existing 130 No Pipe', Existing 53501 130] No Pipe, Prooosed 5250 130 No Pipe ProPosed 2425 130 No Pipe Prooosed 2675 130 No P 3e ProDosed 2630 130 No Pipe Proposed 2600 130 No Pipe Proposed 2575 130i No =~pe Proposed Page13 Distributed Source Pipe DB I Pipes I I I I I I I I I I I I I I I I ID FM ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 544 516 404 8 1425 130 No P 3e Proposed 546' 516 518 8 2900 548 518 520 8 2630 550 520 526 8 2950 552! 520 522 8 2650 554i 522 528 8 29301 ~56~[ 540i 522 8 2900 558i 540 542 8 2660 560! 542 554 8~ 5800 5621 542 342 8 1000 564! 342 544 8 1720 566~ 544 402 8 5025 568~ 544 8 570: 402~ 8 2730 130 No ~ 3e Proposed 130 No ~iDe Proposed 130 No PiPe Proposed 130' No PiPe Proposed 130 No ~ 3e Proposed 130 No Pipe Proposed 130 No PiPe Proposed 130 No ~iDe Proposed 130 No ~iDe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No 130 No Pipe Proposed F'ipeProposed 5721 552 548 8 2720[ 130-- No Pipe Proposed 5741 556 548 8 2690~ 130 No P~pe Proposed 576 548 550 8 2625 130 No Pipe Proposed 578 238 550 8 2650! 130 No Pipe' Proposed 580 536 538 8 24757 130 No' Pipe Proposed 582' 538 242~ 8 3940~ 130 No~ Pipe Proposed 584 410 398 8 3425 586 524 532 8 1345 588 530 532 12 3630 590 534 532- 8 3680 592 550 412 8[ 2695 594 400 236 8 2900 130 No 596 246 572 8 2740 130 No 598 550 560 8 2615 130 No 600 412 564 8 2650 130 No 602 248 568 8 2650 130 No 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No- Pipe' Proposed 130 No Pipe Proposed Pipe Proposed PipeJ Proposed Pipe Proposed Pipe Proposed Pipe~Proposed 604 560 562 8 [ 1640 130 No Pipe Proposed 606 562 564 8i 1045~ 130 No Pipe, Proposed 608 564 566- 81 1620~ 130 No ] Pipe I Proposed 610- 566 568~ 81 945~ 130" No? Pipe IProposed 612 562 366 8~ 7851 130 N.o~, Pip~ Proposed 614 566i 222 81 2400~ 130~ NO! Pipe~Proposed 616~ 568 570~ 8] 4340 130~ No Pipe]Proposed 618 570 576 8] 4300 130~ No/ PipeI Proposed 620' 568·, 5741 8~ ~ 5280 130 [ No Pipe~Proposed 622~ 572¢ 574 8! 2500 130 Nol Pipe Proposed 624 762 5761 8 2720 130 No P De Proposed 626 574 578] 8 3820 130 No Pipe Proposed 628 578 580 8 2050 130 No Pipe Proposed 630 580 582' 8 3850 130 No Pipe Proposed 632 576 582~ 8 5260 130 No Pipe Proposed 634 236 584 12 7040 130 No Pipe Proposed 636 584 586 12 ~ 4000 130 No Pipe Proposed Page 14 I I Distributed Source Pipe DB I I I I I I ! I I I I I I I I I ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLViDESCRIPTION PHASE 8 4510 130 No P2e Proposed 8 4000 130 No Pipe Proposed 638 584 588 640 582 590 642 588 616 644 59O 616 646 974 592 648 208 594 650 594 970 652 596 966 8 4460 130 No Pipe Proposed 8 2780 130 No Pipe Proposed 16 2317 130 No Pipe Proposed 16 5360 130 NoJ Pipe Proposed 16i 1950 130 No 16 1840 130 No 654 962 600 12i 2400- 130 No 656: 6101 824' 16 2800 130- No 658T 610 606 12 2760 130 No 660i 614 610 16 4000 130 No 662i 614 620 16 4680' 130- No' Pipe Proposed Pipe Proposed P~pe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed 664 620 622 666 622 624 670 624~ 456 672 626, 822 674 626 628 241 8110 130 No 24 2180 130 No 24 3100 130 No 676 626! 678 634 680 634 682 636 684 636 686 924! 688 638 694 640 16 2350 130 12 2260 130 630 12 4629 130 No 630 12' 3128' 130 No 348 12 4312 130 No 634 12 1897 130 No 344 8 325 130 No Pipe Proposed Pipe Proposed Pipe Proposed No Pipe Proposed No Pipe Proposed Pipe Proposed Pipe Proposed P 3e Proposed Pipe Existing Pipe Existing 636 12 4015 130 No P2e Proposed 924 12t 3459 130 No Pipe Existing 646 12 2400 130 No P3e Proposed 696 646! 6441 16~ 2630 130 No Pipe Proposed 698 634 642 12 2770 130 No 700 916~ 702 642 628 704 644 652 706 646 648 708 904 650 710 898! 650 712, 898, 654 12 2929 714 644 908 12 3135 716~ 652 656 16 6800 7t8~ 900 910 12 7169 Pipe Existing Pipe Proposed Pipe Proposed PiPe Proposed PiPe Proposed 642 8 1606 130 No 12 2680 130 No 16 2360 130 No 12 2750 130 No 12 2258 130 No Pipe Proposed 12 2495 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130_ No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 7201 510 704 8 898 722i 1048 706 12 3895 724 704 698 12 5764 728 700 702 20 500 730 698 664 16 3020 732 664 662 8 2080 734 684 890 12 1303 736 676 674 12 3640 738 866 676 12 3879 Page 15 I I Pipes Distributed Source Pipe DB I I I I I I I I I I I I I I I I ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 740 682 684 12 2175 742 690 890 16 2733 744 696 700 16 2640 746 868 690 12 1500 748 682 676 12 3528 750 676 864 12 613 752 678q 680 12 2420 754 680 686 16 2998 756 686 688 16 2042 130 No Pipe Proposed 130 No Pipe Prooosed 130 No Pipe Proposed 130 No Pipe Prooosed 130 No Pipe Prooosed 130 No Pipe Prooosed 130 No Pipe Prooosed 130 No Pipe Proposed 130 No Pipe Prooosed 758 692 688 16 1718 130 No Pipe~ Proposed 760 694 692~ 16. 1130 130 No Pipe Proposed 762~' 868 696 12 4025 130 No Pipe Prooosed 764', 672T 678 12- 22501 130; No Pipe Existin 766 864 670 12 3451 130 No P~pe Proposed 768 672 670 1 2 1180 130 ! No P~pe Proposed 770 670 668 12 1120 130. No Pipe Proposed 776 616 618 12 6850 130 No Pipe Prooosed 780 276 666 8 900 130 No Pipe Prooosed 782 324 712 8 2050 130 No Pipe Prooosed 784 712 714 8 4670 130 No Pipe Proposed 788 254, 2 8J 600_ 130 No Pipe Proposed 790 716 718 12 2700 130 No PiPe Proposed 792 718 720 12 5100 130 No PiPe Proposed 794 216 720 12 1360 130 No PiPe Proposed 796 720 722 12 2930 130 No PiPe Proposed 798 722 470 16 4900 130 No PiPe Proposed 804 272 936 12 1200 130 No' PiPe Proposed 806 708 420 12 3419 130 No Pipe Proposed 808 266 710 12 4940 130 No PiPe Proposed 810 710 50 8 806 130 No PiPe Proposed 812 124 11100 8 3823 130 No Pioe Proposed 814 11102 62 8 2803 130 No Pioe Proposed 816 302 356 8 9800 130 No' PiPe Proposed 818 952 726 12 8072 130 No; Pioe Proposed 820 552 546 8 580 130 No Pipe Proposed 8221 546. 560 8 5710 130 No Pipe Proposed 824 1072 732 16~ 5 130 No' Pipei Proposed 826L 1074 734 16~ 5' 130 No Plpe~ Proposed 828 1076 736 16 5 130 No Pipe Proposed 830 1078 738 8 5 130~ No Pipe: Existir 832 1080 740 16 5 130 No Pipe Proposed 834 1082 742 16 5 1301 No Pipe Proposed 836 1084 744 16 5 130 No Pipe Prooosed 838 1086 746 161 5 130 No, Pipe Proposed 840 1088 748= 16 5 130 No PiPe. Proposed 842 1090 750 16 5 130 Ne Pipe Proposed 844 10181 752 12 5 130 No Pipe Existing Page 16 Distributed Source Pipe DB I Pipes I I I I I I I I I ! I I I I I I [3 FIV_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 846 1092 754 16 5 130 No Pipe Existing 848 1012 730 8 5 130 No Pipe Existing 850 1014L 228 8 5 130 No Pipe Existinc. 852 1094 756 16 5 130 No Pipe Proposed 8541 1096 758 16 5 130 No Pipe Proposed -856 1098 760- 16_ 1278 130 Nor Pipe. Proposed 858 574- 762 8~ 2640 130 No Pipe Proposed 860 1016 764 12 5 130 No P~pe Ex,sting 870 ~ 1100 768 16 'i 5 130~ No P~pe. Proposed 8721 1102 770 16~ 5~ 130 No' Pipe Ex'st'ng -§:74 1104 772 8 5 130 No Pipe Proposed 876! 774 1030 8i 1283~ 130~ No. P~pe. Ex sting ~8~8 1032 776 ~ 1213 130 No Pipe Existing 880! 1106 778[ 16i 1134' ~130~ No Pipe/ Proposed 882! 1020 780? 16i 1136 130 No Pioe Proposed 884 1108 782 16 1323 130 NoF Pipe Proposed 888 1110 786 16 100 130 No Pipe Proposed 896 214 784 16 300 130 No Pipe Proposed 898 1112 788 8 5 130 No Pipe Existing 900 6 790 12] 2350 130 No Pipe Existing 902~ 1114- 792 16 5. 130 No Pipe Proposed 904~ 1116 794 16 5 130 No Pipe Proposed 906 1118 796 16 5 130 No Pipe~ Proposed 908 1120 798 8 5 130 No Pipe Proposed 910 1122 800 16 5 130 No Pipe Proposed ~12 1022 802 16 5 130 No Pipe Proposed 914 1124 804 16 5 130 No Pipe Proposed 916 1128 806 16 5 130 No Pipe Proposed 918 1126 808 16 ~ 856' 130 No' Pipe Proposed 920~ 1054 474 8 51 130 Nob Pipe Existing 922, 1052 476 8 5 130 NO PipeI Existing ~24 1068~ 480 8 5_ 130 No Pipe Existing 926 1056 478 8 5 130 No Pipe Existing 928 r 810 8 6 2280 130 No Pipe Existinc 930 [ 8 10 470 t 2 1900 130 No Pioe Existing 932- 952- 950 8' 10175' 130 No Pipe Existing 934 358 724 8 50 130 No Pbe Prooosed 936/ 360 3561 81 1400 130 No P~pe Ex~sbn.~ 938F 1060 446 121 927 130. No PipeI Existin.~ 940~ 1042 942 1040 944 1064 946 1038 948 1024 950 1130 952 1132 954 608 812 6i 5 130 No Pipe Existing 814 6; 5 130' No Pipe Existing 472 12 5 130 No Pipe Existing 816 8 5 130 No Pipe Existing 818 8 5 130 No Pipe Existing 820 16 5 130 No Pipe Proposed 984 16 50 130 No Pipe Proposed 828 16 5: 130 No Pipel Existing Page 17 I I PiPes ! Distributed Source Pipe DB I I i I I I I I I I I I I I I I ID i FM ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 956 1134 830 8 5 130 No Pipe Existing 958 1136 832 8 5 130 No Pipe Existing 960 236 586 8 5400 130 No Pipe Proposed 962 840 838 16 1500 130 No Pipe Proposed 964i 838 836 20 1500 130 No Pipe P~oposed 966~ 836 834 24 2300- 130 No r Pipe Proposed 968' 846 834 2~4~ 2196' 130 No Pipe Proposed 9701 844 842 24 1500 130 No' Pipe~ Existing 9721 842' 834 24 1500 130' No Pipe' Existing 974j 834 694 36. 1500 130 No Pipe_ Proposed 976i 1044 886 36 50 130 No Pipe Proposed 97~ 6961 690 12' 3100' 130 No Pipe Proposed .9800w 690 ~ 682 1 2~ 2 3000~ 130~ No Pipe~. Proposed 982 7021 854 161 4507 130~ No P~pe Proposed 984[ 8601 1050 36j 10079 130, No P~pe Proposed 986! 1140~ 1006' 24 ' 50 130' No' PipeI Proposed 990! 348 638 12 3936' 130 No' Pipe. Proposed 992[ 694 886 36 9079 994~1 680 864 12 1670 996i 866 684 12 1540 998i 674 866 8' 3005 1000; 688 868 12~ 521 10021 1142 872 16 5 1004~ 1144 874 16 5 130 No Pipe Proposed 130 No Pipe Proposed 130 No P De Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 10061 1146 876 1008 1148 878 16 5 1010 1150 880 16 5 1012L 1152 882 16 5 1014 1154 884 16 5 1168 702 24 100 16 5 130 No Pipe Proposed 130 No Pipe i Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 1016I ~1-0201 860 698 24 2100 130 No Pipe Proposed I1022 890 664 16' 1555 130 No- Pipe'L Proposed 130 No~ Pipe Proposed 10241 662 892 12 800 1026~ 892 894 8 2432 130 No Pipe Proposed 1 (~28~t 894 896 8 2702 130 No Pipe Proposed 1030 896 664 8 3929 1032 892 898 12 600 1036 900 662 12 100 1038 648 904 12 582 1040 898 900 16 1760 1042 904 654 121 3539 1044 998 1156 36 100 1050[ 908 654 8' 959_ 1052 908 78 12 3026 1056 912 660 12! 1802 1060 1064 130 No Pipe Proposed 130 No Pipe Proposed 130 No PipeI Prooosed 130 No Pipe Prooosed 130 No/ Pipe Proposed 130 No[ Pipe Existing 130 No Pipe Existing 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 626 506' 8 2325 130 No Pipe Proposed 644 916 8 1209 130 No Pipe Proposed Page 18 Distributed Source Pipe DB I Pipes I I I I I I I I I I I I I I I I 1068 920 504 1070 110 922 1072 "160 822 1074 924 640 1076 632 614 1082 '162 860 ID FM ND TO ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 1066 - 82 918 8 1056 130 No Ppe Existing 8- 480 130 No P~pe' T Existin( 12 537 130 No Pipe Existing 24 100 130 No Pipe Proposed 8j 1363 130 No Pipe Existin( 12 4311 130 No Ppe Proposed 36 100 130 No Pipe, Existin( 1092 912 910 8 100 130 No Pipe! Prooosed 1096 906 90 24~ 590 130 No Pipe Proposed 1102 117~ 934' 1~ 5 130 No Pipe', Proposed 1104 1172 210 16 100 130 No Pipe, Proposed 1106 210 468 16 100 130 NoI PipeI Proposed 1108 1174 456 24 100 130 No Pipe' Proposed 1110 1176 608 24 100 130 No Pipe Proposed 1114 1178 6 36 100 130 No 1116 8 10 12 1095 130 No 1118 936 708 12 1120 414 464 8 100 130 No 3963 130 No 1122 464 360 8' 4297 1124 16 938 8 1084 1126 938 940 8 354 1128 944 414 8 1372 1132 356 162 8 5227 1138 710 11116 12 3224 1142 946 950 1144 948 18 1146 948 36O 1154 11110 302 1158 1188 952 1162 "192 980 1164 1194 956 1166 956 1168 598 1t72~ 964 1176 968 1180 972 1182 468 1184 976 210 t188 980 592 1190 982 980 1192 984 824 1194 986 984 1196 988 102 1198 990 988 1200 918 504 1202 1196 454 1204 992 1010 Pipe Existing Pipe Proposed Pipe Proposed P pe; Proposed 130 No Pipe Proposed 130 No Pipe: Existin 130 No Pipe~ Existin 130 No Pipe Existin 130 No Pipel Existing 130 No Pipe Proposed 8 1901 130 No Pipe Existing 8 797 130 No Pipe Existing 8 4978 130 No Pipe Existing 8 50 130 No Pipe Existin 8 100 130 No Pipe Proposed 12 50 130 No Pipe Proposed 12 100 130 No Pipe Proposed 9581 8 2000 130 No Pipe Existinc. 960 12r 1500 130 NO Pipet Proposed 598 16~ 1830 130 No[ Pipe, Proposed 596 16- 1450 130 No Pipe Proposed 978 16 2000 130 No Pipe Proposed 974 16 2317 130 No Pipe Proposed 8 100 130 No Pipe ProPosed 12 50 130 No Pipe Prooosed 12i 5 130 No Pipe Proposed 16~ 50 130 No Pipe Proposed 8 50 130 No Pipe Existing 16' 50 130 No Pipe Existing 16 50 130 No Pipe Existin( 6 3000 130 No Pipe Existing 24 100 130 No Pipet Existing 24 50 130 No Pipe Existing Page 19 I I Distributed Source Pipe DB Pipes I I I I I I I I I I I I I I I I I ID . FM_ND TO NDi DIAMETER LENGTH ROUGHNESS C~IKVLV DESCRIPTION PHASE 1206 994 992: 24 50 130 No Pipe Propose( 1208 656 920 8T 2900 130 No Pipe Existing 1210 998 922 24- 1001 130 No Pipe Proposed 1212 1004 118 16 501 130 No Pipe Proposed 1214 104 88 6 4932 130 No Pipe Existing 1216 998 988' 20 13856 130J No Pipe Proposed 1220 951 1006 36 50~ 130 No Pipe Proposed 12221 1138 1044 30 50 130 No Pipe Proposed 1224 1046 1044 36 50 130 No Pipe Proposed 1228~ 1050- 10061 36~ 6694 1~ No Pipe Proposed 123~1_L 11100 422 8 1247 130! No Pipe Proposed 12341 420 11102 8 601 130 No Pipe Proposed 12361 422T 11102~ 8~ 1094. 130~ No Pipe~ Proposed 12387 11104 4401 16 100 130TL NO Pioe Proposed 1240 1198 448 16i 100 130 No P De Proposed 1242 1002 11106 16i 50 130 No PiPe Existin 1246 1186 11110 8! 50 130 No Pipe Existing 1248~, 11112 11110 8 50 130 No Poe Proposed 1250i 1200 944 8- 100 130 No Pioe Proposed 1-252, 11114 942 81 50 130 No Pioe Existing 'i~54~ 324 714 8i 5578 :130' No D De Proposed 1262~ 1202 712 8' 100' 130' No P De Existing 1264 1204 260 8 100 130 No P De Proposed 1266 1206 276 8 100 130 No Pioe Proposed 1268 38 11116 121 703 130 No P De Existing 1270[ 1208 270 24 100 130 No PiPe Proposed 1280 1212 11118 8 100 130 No Pipe Proposed 1282 1214 214] 24 100 130 No Pipe Proposed ' 12 100 130 No P~pe Ex,sting 1284j 1216 11120 1286 1218 11122 16, 100 130 No Pipe Proposed 1288 11124 846 24 843 130 No Pioe Proposed 1290 254 666 12 4940 130 No PiPe Proposed 1292 68 11126 12 2582 130r No Pioe Existin.( 1294~ 444 46' 8 1266 130 No PipeI Existing Page 20 I I Distributed Source Valve DB Distributed Source - Scenario 1, Link Database I I I I I I I I I I I I I I I I I Valves , : ID ;FM ND TO ND TYPE SETTING DIAMETER' DESCRIPTION SYM SIZ PHASE 3002 10 8 PRV 40' 8 Valve 300 Existin(. 3026i 446 424 FCV 863 12 Valve 150 Existin( 3044~ 68~ FO , 8~, 474 V 958 Valve 150 Existin 3046, 476 74 FCV 335 8 Va ve 150 Ex st n( 3048 478 58 FCV 920. 8 Valve 150~ Ex~stm<. 3050~ 480 38 FCV 672 8 Va ve 150 Existin( 3056 732 516~ FCV 2250~ 16 Valve 150 Propose( 3058 734 528 FCV' 2700 161~ Valve 150 Proposed 3060L 736 540 FCV 2250 16 Valve 150 Proposed 3062 738 340 FCV~ 145' 8' Valve 150' Existing 3064I- 740 402J FCV 3150 161 Valve 1501 Proposed 3066t 742 532 FCVt 2035~ 16 Valve 150 Existing 3068 744 534 FCV 2000 16~ Valve' 150 Existin( 3070 746 536 FCV 3000 16 Valve 150 Proposed 3072 748 538 FCV 2700 16 Valve 150 ProDosed 3074 750 238 FCV 2025 16 Valve 150 Existin(. 3076 752 234 FCV 650' 12- Valve 150' Existin( 3078 754 400 FCV 1200 16 Valve 150 Proposed 3080 730 366 FCV 200 8 Valve 150 Existing 3082 228 222 FCV 235 8 Valve 150 Existin( 3084 756 412i FCV' 2025 16 Valve 150 Existin( 3088 760 762 FCV 2813 16 Valve 150 Prooosed 3090 764 232 FCV 500 12 Valve: 150 Existing 3092 758 568 FCV 2366 16 Valve 150 Existing 3094 768 580 FCV 2250 16 Valve 150 Existing 3096 770 582 FCV 2025 16 Valve 150 Proposed 3098 772 584 FCV 100 8 Valve 150 Existin.( 3100 774 308 FCV 200 8 Valve 150 Existinc 3102 776 324 FCV 90 8 Valve~ 150 Existin( ~104 778, 714 FCV 2150 16 Valve! 150~ Existing 3106 780' 260 FCV 1125 16 Valve~ 150. Proposed 3108' 782 254 FCV 2813 16 Valve 150 Existing 31104 786 784 FCVq 1800 16 Valve 150 Existing 3112' 788 364 FCV 300 8 Valve~ 150 Existing 3114' 792 790 FCV 1800 24 Valve; 150 Proposed 3116 794 12 FCV 1000 16' Vave; 150: Existing 3118_; 796 14~ FCV* 1350, 16+ Valve' 150! Existing 3120 798 708 FCV 450 8 Va ve 1501 Existing 3t22~ 8001 264 FCV 13501 16F Valve 150 Existing 3124~ 802 270~ FCV 1800 16 Valve 150 Proposed 3126 804 50 FCV 1350 16i Valve 150 Proposed 3128 806 266 FCV! 1800 16 Valve 150 Prodosed 3130 808 268 FCVi 1800 16 Valve 150 Proposed 3132 812 358 FCVI 50 6 Valve,. 150 Existin! 3134 814 356 FCV,~ 50 6 Valve 150 Existing 3136 472 104 FCV' 742 12 Valve 150 Existing Page 21 I I ~/alves Distributed Source Valve DB I I I I I I I I I I I I I I I I I ID 3138 816 3140 818 3142 820 3146 830 3148~ 832 3154 872 3156 874 3158 876 3160 878 3162 880 FM ND TO_ND TYPE SETTING DIAMETER DESCRIPTION,SYM_SIZ PHASE 344 FCV 25 8 Valve 150 Existing 276 FCV 50 8 Valve" 150 Existinc 666 FCW 1125 16 Valve; 150 Proposed 260 FCVi 300- 8 ValveJ 1501 Existin~c 270' FCV 225- 8, Valve 150 Existir 840~ FCVI 1350L 16~ ValveI 150 Existing 838 FCV' 1500 16, Valve1 1501 Proposed 836 FCV 1125 16~ Valve~ 150, Proposed 846 FCV! 1000 16, Valvei 150 Existin~ 834 FCV 1125 16 Valvei 150 Proposed 3180 3184 3186 3188 970, 3190 976 3192 1048 3194 11118 616 FCVi 3196 ~1120 6 FCV, 3198 "1122 11124 FCV 3200 "1128 834 FCV 3164 882 842 FCV/ 1000~ 16 Valve~ 150, Proposed 3166 884 844' FCV 3375 16j Valve 150, Proposed 3172 198~ 926' PRVI 40~ 12i Valve 400 Exisiir 3174 604 928 PRV 4~' 121 Va ve 400' Existir 3178 462 932 PRV 40 8! Valve 400 Ex~stm 934 110 FCV 889 12! Valve 150, Proposed 960 962 PRV 40 12 ValveI 400 Proposed 966 964 PRV 40 16~ ValveJ 400' Proposed 968 PRVl 40 16 Valve, 400 Proposed 978 PRVl 40 8! Valvei 4001 Proposed 514 PRVi 44 8~ Valve! 400 Proposed 2000 8 Valve', 150 Existir 708 12'~ Valvei 150 Existin~ 3375 8 Valvei 150 Existing 1500 161 Valvei 150' Existinc~ Page 22 Dist. Source Junction Output I I I I I I I I I I ! I I I I I I Distributed Source - Scenario 1, Node Output Junctions ID Type Demand (gpm) Elevation (ft) Grade(fi) Pressure (psi) 2 Junctior 338.4 2085 2285 87 Junction 282 2130 2286 68 6[Junction 338.4 2130 2297 72 '8~Junction 451.2 2139 2289 65 Junction ' 0 2141T 2289 64 Junction 375.2 2148 2297 65 Junction 262.6 2160 2298 60 16]Junction 0 2170 2290 52 181junction 28.2 2180 2290 48 20~Junction 282 2180 2290 48 34/Junct on 0 2617 2918 130 38~Junctio~ 70.6 2203i 2403 87 40 Junction 201.6 2225 2403' 77 44 Junction 138.2 2268 2402 58 46/Junction 48~ Junction 50 Junction 58 Junction 62 Junction 64 Junction 66 Junction 68 Junction 72 Junction 52.8~ 2288 2403 50 67.4 2211 2403 83 104 2204 2403 86 140.4 2246 2403 68 73.4 2339 2509 74 50.6 2357 2510 66 210 2326 2512 8' 238.6 2216 2403 8~ 107.2 2261 2402 6! 74Junction 135.4 2236 2403 72 78 Junction 48.6 2510 2689 78 80 Junction 82 Junction 84 Junction 88 Junction 90 Junction 51.8 2480 2690 91 18.6 2580 2693 49 18.6 2540 2696 68 53 2600 2697 42 81.6 2490 2700 91 96 Junction 253.8 2740 2906 72 981Junction 253.82 2730 2907 76 102 Junction 0 2691 2694r 1 104 Junction 282 2523 2701 77 108 Junction 282 2478 2706 99 110 Junction 70.6 2490 2709 95 118 Junction 0 2584 2693 47 120 Junction 0 2376 2402 1~ 122 Junction 50.6 2385 2509 54 124 Junction 79 2345 2509 126 Junction 327 2230 2402 75 162 Junction 28.2 2290 2403 49 184 Junction 156 2311 2402 39 1981Junction 394.8 2700 2905 89 200 Junction 90.2 2540 2687 64 202~Junctlon 0 2895 2902 3 Page 23 I I I I I I I I I I I I I I I I I I Dist. Source Junction Output Junctions , ~ ID [ Type I Demand (gpm) Eevaton (ft) lGrade (ft)! Pressure (psi) 2061Juncti°n I 0 24751 27021 98 208 ,Junction 0 2850 2896 20 210:Junction 0' 2895 3117 96 212~'Juncti°n I 225.6 3000' 3117 50 214!Junction 775 4 2104r 2287 79 216~Junction i 282 2130 2286 67 218~unctionI 169~ 2124j 2285+ 70 222[Junction 0 1987 2126 60 228~Junction ] 0~ 1987 21271 61 232 Junction I 56.4 1990 2130~ 61 234~ Junction I 670.6 , 1985, 2124. 60 53 2361Junct'on 84.6 2010 2~32 238 Junction 101.61 1969T 21091 61 240tJuncton I 0/ 1947% 20881 61 242-Junction 01 1980 2120' 61 244[Junction, 01 1990 2129] 60 246~Junction 98/ 1995 2132j 59 248 Junction 119.4 1987 2126 60 254 ~Junction 0~ 2088' 2193 46 260 ~Junction 141 2094 2193 43 264 Junction 231.2 2160 2298 60 266 Junction 0 2164 2298 58 268 [Junction 0 2175 2298 53 270 Junction 181.2 2172 2298 55 272 Junction 101.6 2170' 2298 55 276 ~Junction 0 2080 2193 49 298~] Junction 84.6 2270 2420 65 28.2 2320 2418 42 302 Junction 308 Juncbon 324 Juncbon 340 Junction 342 Junction 344 Junction O- 2071 2192 53 169.2 2070 2191 53 67.6 1932 2072 61 0 1942 2O79 59 0 2640 2789 6~ 348-Junction I 0 2700 2789 38 ---- ~352 Junction 02 2660 2789- 56 356Junction 14 2250 2403 66 358 Junction 0 2226 2403 77 360 Junction 0 2228 2404 76 364 Junction 0 2120 2289 73 366 Junction 0 1980 2120 61 398 Junction 65 1976 2114 60 400 Junction 41.81 1994. 21341 61 402 Junction 110 1956 2096 61 404 01 1945 2083 60 Junction 406 Junction 0 1995 2133 60 410 Juncbon 40.6 1967 2106 60 412 Junction 89.8 1981 2121 61 Page 24 Dist. Source Junction Output I I I I I I I I I I I I I I I I Junctions ID Type Demand (gpm)' Elevation (ft)iGrade (ft) Pressure (psi) ~ 414.Junction 0 2260 2422 70 416~Junction i 0~ 2450 2579 56 Junction 59.4 2300 2403, 45 Junction, 115 2305~ 2508 88 424 Junction i 124.8~ 2280 2508~ 99 428 Junction ' 92.6 2270, 2403 57 434'Junction i 84.61 2430 2704~ 119 262.4~ 2445' 2700 110 4407Junction ~ 0 2320 2402 36 0 2417 2509 40 442q Junction 444 Junction 69.6 2310 2403~1 40 446~Junction 0 2280_ 2508 99 448~Junction 0 2318 2518 87 454~Junction'l 0 2586 2920 145 456 Junction 0 2699 2907 90 462 Junction 0 2500 2695 84 464 I Junction 28.2 2260 2412 66 468~Junction 0 2895 3117 96 470 Junction 282 2140 2286 63 472 Junction 0 2523 2701 77 474 Junction 0 2216 2403 81 476 Junction 0 2236' 2403 72 478 Junction 0 2246 2403 68 480 Junction 0 2203 2403 87 502 Junction 35.4~ 2560 2697 59 504 Junction 531 2600 2797 85 506 Junction 35.4 2630 2797 72 5ID Junction 0 2390 2575 80 512 Junction 0! 2520 2697 77 514 Junction 82.6~ 2415 2575 69 516 Junction 50.8 1942 2082 61 518 Junction 49! 1935 2082 64 520 Junction 50.8 1935 2082 64 522'Junction 1 33.8~i 1942j 2082T 61 ~ 5~4~_J un_ction~ 67 6 1960L 20991 60 526 Junction 101.6 1947 2085 60 528 Junction 101.6 1948 2088 61 530 Junction 84.6 1960 2100 61 532 Junction 84.6 1960 2100 61 534 Junction 84.6 1970 2110 61 536 Junction 90.2 1962 2103' 61 538 Junction 22.6 1970 211 I) 61 540 Junction 62 1933 2073 61 542~Junction 54.2 1940 2079 60 544 Junction 67.6 1950 2087 59 5461Junction 92.4 1960. 2098 60 548 Junction 102.6 1965 2101 59 Page 25 Dist. Source Junction Output I Junctions I I I I I I I I I I I I I I I I ID Type Demand ~'gpm~ Elevation (fi) Grade (ft) Pressure (ps0 550 Junction 69.6 1973 2110 59 552 Junction 0 1960 2098 60 554 Juncbon 129.2 1951 2091 61 556 Junction 118.4~ 1964 2100 59 558 Junction 74.4 1960 2099 60 560 Junction 62 1981 2111 56 562 Junction 0 1983. 2119 59 564 Junction 103.8 1985 2121 59 566 Junction 0 1987 2127 60 568 Junction 96.4 1991 2131 61 570 Junction 34.4 1995 2139 62 572 Junction 85.8 2004 2134 57 574~Junctior 185.6 20051 2139 58 576 Junction 157.8 20121 2149 59 578 Junctior 85.2 2010~ 2148 60 580 Junction 129.6 2015 2155 61 582 Junction 344 20251 2165 61 584 Junction 298.8 2012 2132 52 586 Junction 157.8 2020 2132 48 588 Junction 197.4 2030 2147 51 590 Junction 112.8 2035 2170 59 592~ J unction 0 3100. 3117 7 594 Junction 507.6 2750 2886 59 596'Junction 507.6 2650 2791 61 598'Junction 563.6 2550: 2686 59 600 Junction 282 2450' 2600 65 602±Junction 0 2800 2903 45 604!Junction 90.2 2600 2792 83 606~Juncbon 141 2800 2904 45 60Si Junction 0 2900 3012 49 6101Junction 141 2780 2904 54 612'[J~nction 0 2760 2911 66 614~Junction 0 2760 2905 63 6161-Juncti°n 112.8 2040~ 2177 59 618j Junction 197.4 2060 2176 50 620j Junction 428 6 27501 2906_ 68 6221J~unction ' 0 2700 2907 90 '624 ~TJunction~ O 2730 2907 l~ 77 626 Junction ' 115.6 2660 2798 60 6281Junction 251 2640 2794 67 6301 Junction 141 2700 2792 40 632 Junction ~,~ 2760 2905 63 664' Junction 169.2 2660 2790 56 636'Junction 141 2640 2789 64 638 Junction 451.2 2680 2787 46 640 Junction 225.6 2580 2688 47 642~Junction 67.8 2620 2792 74 Page 26 Dist. Source Junction Output I I I I I I I I I ! I I I I I i Junct'ons iD Type :Demand (gpm) Elevation (ft) Grade (ft)I Pressure (psi) 644 Junction 146.8 2580 2689 47 646 Junction, 79 2540 2688, 64 6481 Junction 103q 2500~ 2687~, 81 650Junction 270.8 2440 2687 107 652~Junction ! 0 2540 26904 65 65~ction ! 2301 24801 2687 90 656 Junction I 0 2580 2693r 49 658 Junct on 110.8 2410, 25761 72 660t Junction ! 0~ 2540 2696 68 662 Junction i 0 2380 2528 64 664~Junction 118.64 2330~ 2530' 87 66elJunc.onI 2080j 2193 49 e68 Junction ! 205.8 2160FL 2311 65 670 Junction ~ 0 2140 2311 74 672 Junction 225.6 2110 2311 87 674j Junction 282 2300 2403 45 676 Junction 84.6 2220 2404 80 678'Junction 56.4 2140 23111 74 68OlJunction 169.2 2190, 2312 53 6821Junction 259.4, 2260! 2404J 62 684 Junction 225.6 23004 2404 45 686 Junction - 56.4' 21~0 2313r 66 688 I Junction 63.4 2200 2314'~ 49 690-Junction 293.2 2240 2405~ 72 692'Junction 38.8 2130 23151 80 694 Junction 0 2120 2315: 85 696 Junction 77.8 2250 2410'i 69 698 Junction 45.2 23201j 2531, 91 700 Junction 98.8 2290 2413 53 702 Junction 0 2298~ 2413 ~ 50 704~Junction 92.8 2370 25311 70 706 Junction 82.6 2440_ 2704 i 115 708 Junction 87.2' 2240 2403 71 71~Junct~on 121.2, 2180 2293~ 49 712~ Junction 338.4 2080[ 21904 48 7141 Junction 338,4' 2090 ~ 21931 451 716~Junction ' 282 2120i 2285~ 72 7:~ 8~Junction 141 2160 ~ 2285 54 720 Junction 423 2150 2285 59 722'Junction~ 3271~ 2180 1 2285 46 724 Junction 0[ 2195 2290 41 726 Junction 730,Junction 732 I Junction 734[Junction 736 i Junction 738 i Junction 67.6 2440 2531 39 0 1980 2120, 61 0i 1942 2082 61 0 1948 20881 61 0 1933] 2073, 61 0 1932 2072 61 Page 27 Dist. Source Junction Output I Junchons I I I I I I I I I I I i I I I I ID Type Demand(gpm) Elevation(E) Grade(fi) Pressure(psi) 740 Junction 0 1956 2096 61 742 Junction 0 1960 2100 61 744 Junction 0 1970 2110 61 _7461junction 0 1963 2103. 61 7481Junction 0 1970 2110 61 750~Junction 0 1969- 2109 61 752!Juncti0n 0 1985- 2125 61 754 ~Junction 0 1994 2134 61 756 Junction 0 1981 2121 61 758Junction 0 1991 2131 61 760 Junction 0 2005' 2150 63 · ' 2150 762~Juncbon 0 2010' 61 764 Junction 0 1990 2130 6 768!Junction 0 20151 2155-- 61 770 Junction 0 2025' 2165~ 61~ 772~Junction 0 2012 2152- 61 774~Junction 0 2071 2192 53: 776 Junction 0 2070 2193 53 778-Junction 0 2090 2193 45, 780;Junction 0 2094 2193 43~ 782~Juncfion 0 20881 21~3 4~ 0 2104 2287 79 0 2100 2320 95 0 2120 2298 77 784 Junction 786Junction 788 Junction 790,Junction 0 792 Junction 0 794Junct~on 0 796 Junction 0 798 Junction 0 800 Junction 0 802 Junction 0 804 Junction 01 806' J unction 808 Juncton 0~ 810 Junction 0i 812 Junction 814 Junction 0~ 816 Junction 0 2140 2298 68 2140 2298 62 2148 2298 65 2160 2298 60 2170 2403 101 2160 2298 60 2172 2298 55 2204 2403 86 2164 2298 58 2175 2298 53 2140 2289 64 2226 2403 77 2250 2403- 66 2640 2792 66 818 Junction 0 2080 2193 49 820-Junction 01 20804 21931 49 822 Junction 200.2' 2700 2802 44 824 Junction 0 2897 2904 3 828 Junction 112.8 2900 3012 49 830 Junction 0 2094 2193 43 832 Junction 0 2172 2298 55 834'Junction 0 2110 2317 90 836~Junction 0 2100 2319 95 Page 28 Dist. Source Junction Output I Junctions I I I I I I I I I I I I I I I I ID Type Demand (gpm) Elevation (ft)'. Grade (ft) Pressure (psi) 838 Junction 0 2090 2320; 100 840 Junction 0 2090 2320 100 842 JL qction 0 2120 2319 86 844[Junction 0 2130 2320 82 846 Junction 0 2110~ 2319- 91 854-Junction 12991 222~ 2408~ 82~ 860 Junction; 0 2311 2531 95] 864'Junction ' 84.6 2200[ 2312 48] 866 Junction 0 2300 2404 45 868 Junction 21.2 2200 2407 89 872 r Junction 0 2090 2320 1 O0 874:Junction 0 2090 2320 100 876~J~ction- 0 2100 2320 95 · 8781Junction- 0 2110 2320 91 88OJunction 0 2110 2320 91 882 Junction O 2120 2320 87 884~ Junction 0 2130 2320 82 886 Junction 0 2298 2304 3 890 Junction 108.8 2300 2405 45 892 Junction 123.6i 2410 2528 51 894-Junction 190.4 2400 2527 55 896 Junction 70.6~ 2300 2528 99 898_ Junction 127. 2416 2688[ 118 900 Junction 72.8 2416 2688 118 904 Junction 103 2490 2687 85 906 Junction 0 2490 2699 91 908 Junction 98.6 2500 2689 82 910~Junction 0 2490' 2694 88 912 Junction 0 2490 2694 89 916 Junction 67.8 2600 2791 83 9181Junction 17.6 2600 27~ 85 920 Junction 17.6 2590 2695 46 922 Junction 70.6[ 2500' 271:1 rt 91 924~,Junction , 225.. 6 [ 2600'_ _ 2787 ' 81 926 Junction 0 2700 2792 40 928 Junction ' Oi 2595' 2687 40 932 Junction 0, 2490 2582 40 934 Junction 0 2490 2709 95 936 Junction 87.2 2200 2298 42 938 Junction] 28.2 2200, 2290' 39 940 Junction 0 2206 2412 89 942 Junction 14 2200 2288 38 944 Junction 14.2 2206- 2425' 95 946' Junction 56.4 2380 2529 64 948 Junction 0 2206 2403 85 950 Junction 28.2 2320 2529 91 951 Junction, 9900 2508 2517 4 Page 29 I I Junctions Dist. Source Junction Output I i I I I I I I I I I I I I I I ! ID ~ Type Demand(gpm) Elevation (ft) Grade (ft) Pressure (psi) 952t Junction 14.2 2260 2531 117 956 Juncbon 0 3225 3340 50 958 Junction 140 3225 3339 49 9601Junction 0 2508 2686 77 962~Junction 0,. 2508 2600 40 964 ~Junction 0 2595 2687 40 9661Junction 0: 2595 2790 84 968 Junction O! 2700 2792 40 970 Junction ~ 0 i 2700 2884 80 972! Junction · 338_4 2805 2989 80 974 Junction 170 3015 3117 44 976 Junction 0 2897 3117 95 978 Junction .... 40 0 2897 2989 980 Junction 0 3107 3117' a. 982 Junction 140 3107 3117 ,~ 984 Junction 0 2897 2904~ 3 986 Junction 120 2897 2904 3 988 Junction 0 2691 2694 990 Junction 3420 2691 2694 992 Junction 0 2897 2902 994 Junction 870 2897 2902 998 Junction 0 2490 2711 1094 Junction 3320 2584 2693 1006 Junction 0 2508 2517 1044'Junction 0 2298 2304 1046 Junction 12050 2298 2304 1048 Junction 41.4 2415 2704' 1050 Junction 0 2440 2522 11100 Junction 107 2308 2508 11102 Junction 0 2308 2508 11104 Junction 810 2320 2402, 1 1 2 2 96 47 4 3 3 125 36 87 87 36 11106 Junction 0 2400 2402, 1 11110 Junction 0 2330 2418! 38 11112 Juncbon 180 23301 2418~ 38 370j 2200 2288 38 O1 2200' 2291~ 3g oJ 2040 2177~ 59 0 2130 2298~ 73 0 2104 2320 93 0 2104 2320 93 0~ 2230 2403 75 0' 2110 2320 91 11116 Junction 11118j Junction 11120 Junction 11122 Junction 11124 Junction 111261Ju nct on 11128 t Junction ' Page 30 Distributed Source Tank Output Distributed Source - Scenario 1. Node Output I I I I I I I I I I I I I I I I Tanks ID 1002 Tank 0.0 2403 2403 1008 Tank 0.0 2701 2701 1010'Tank 0.0 2897 2897 1012 Tank 88.61 2120 2120 1014'Tank -235.0 2127 2127 1016 Tankl -86.1 2130i 2130 0 1018 Tank -650.0 2125~ 2125' 1020 Tank, -34.07 2193 2193 0 1022'Tank' -201.6 2298 2298 0 1024 Tank -0.6 2193 2193 0 1030 Tank -163.2 2193 2193 0 1032 Tank -90.0 2193i 2193 1038 T~k] -25~ 2792: 2792 0 1040 Tank 135.5 2403 2403~ 0 1042' Tank 115.7 2403! 2403, 0 1052 Tank -335.0 2403~ 2403 0 1054 Tank -634.6 2403' 2403 0 1056 Tank -920.0 2403 2403 0 1060 Tank 231.9 2508' 2508~ 0 1064 Tank -183.6 2701: 2701 0 1068 Tank -258.6 2403 2403 0 1072 Tank 114.5 2082~ 2082 0 1074 Tank 60.5 2088! 2088' 1076'Tank 621.8 2073 2073 1078 Tank 378,1 2072! 2072 1080 Tank -263,5 2096 2096 1082 Tank 35,4 2100 2100 1084 Tank -440.4 2110 2110 1086 Tank -151,8 21031 2103 1088 Tank -44.1 2110 2110 1090 Tank -288.2 21091 2109 1092 Tank -1193.8 2134 2134 1094--Tan~__ -23~O 2121 2121 1096 Tank -307.9 21311 2131 1098 Tank -537.5 2150~ 2150 ~100 Tank -187.' 2155 2155 1102 Tank -835.1 2165 2165 11047ank -100.0~ 2152! 21521 1106 Tank -592.8, 2193 2193 1108'Tank -6.6: 2193 2193 1110iTank -1800~j 2320 2320 1112 Tank~ -300 0' 2298 2298 11141Tank! -714.8 2298 2298 11161 TankI -1000.0 2298~ 2298 1118 Tank -455.9 2298 2298i 1120 Tank -242.1 2403! 2403i Type Demand (gpm) Elevation (ft)jGrade (ft) Pressure (psi) Page 31 I I Tanks Distributed Source Tank Output I I I I I I I I ! I I I I I I I I ID Type Demand (gpm] Elevation [fi) Grade (fl) Pressure(psi) 1122 Tank -365.3 2298 2298 0 1124'Tank 467.8 2403 2403' 0 1126 Tank -2.2 2298 2298~ 1128 Tank -593.9 2298 2298 1130rTank -278.7 2193 2193 1132 Tank 0.0 2897 2897 1134 Tank -103.1 2193 2193 1136 Tank -32.5 2298 2298 1138 Tank 0.0 2298 22981 0 1140 Tank 0,0t 2508' 2508 O 1142 Tank -338.1 2320 2320 0 1144 Tank -1500.0 2320 2320 0 1~46'Tank -1125.0T~ 2320 2320_ 0 1148 Tank -1000.0 2320 2320 0 1150 Tank -1125.0 2320 2320 0 1152 Tank -1000.0 2320 2320 0 1154 Tank -2915.2 2320 2320_ 0 1156 Tank -9707.8 2711 2711 1160 Tank -1911.4 2802 2802 0 1162Tank -10541.2 2531r 2531' 0 1168'Tank ~2750.4 2413~ 24131 0 1170 Tank 1172 Tank 1174 Tank 1176 Tank 1178 Tank 0.0 2701 2701 0 -874.0 3117 3117 0 -1479.2 2907 2907 0 -112.8 3012 3012 0 0.0 2308 2308 0 1186 Tank' 0.0' 2340 2340 0 1188 Tank -166.4 253! 2531 0 1192 Tank 0.0 3107 3107 0 1194 Tank -140.0 3340 3340 0 1196 Tank -3306.0 2920 2920 0 1198 Tank -1042.3 2518 2518 0 12001Tank -628.6. 2426 . 2426_ 0 1202 Tank 0.0 2203 2203 0 12041Tank 0.0 2203 2203 0 1206 Tank 0.0 2203. 2203~ 0 1208!Tank 0.0 2308 2308 0 1212~Tank -1244.5_ 2180 2180+ 0 1214,Tank 0.0 2308 2308 1216 Tank! -708.0 2298 2298 1218 Tank -2446.9 2320 2320 1220 Tank -1500.0 2320 2320! 0 Page 32 Distributed Source Pipe Output Distributed Source - Scenario 1, Link O~tput Pipes , , ID Type Diameter (in) Flow (gpm) Velocity (ftJsec) ~ Headloss (ft/kft) 3 Pipe 12 -819.5 2.3 1.8 5 Pipe 12 -86,0 0.2', 0.0 7-Pipe t 12. 264 9~ 0,81 0.2 9 Pipe [ 12 -193.3b 0.6~ 0.1 11 Pipe I 12* -134.7 0.4 0.1 13 Pipe , 12~ -28,2 0.1 0.0 47 Pipe ' 12 473.1 1.3 0,6 51 Pipe II 8 -60.3 0,4~ 0.1 53 Pipe I 8' -51.7~ 0.3 0.1 55.Pipe j 12' 238.6 0.7 0.2 57 Pipe ] 12, 134,7 ~04., 0 61 Pipe 12 -23.9 u. -~ 0 .O 63 Pipe 12 50,0 0.1' 0,0 73 Pipe 8 -86.3 0.6 0.2 I I I I I I i I I I I I I I I I 75 Pipe 8 -65,1 77 Pipe 12 -266.4 79 Pipe 12 -1042.3 8' Pipe 12 561.9 83 Pipe 12 317.0 85 Pipe . 8 194.3 89 Pipe 12 1331.6 9~ Pipe 16 871.1 95 Pipe 8 -82.9 97 Pipe 8 -39.9 99 Pipe 16 -234.6 101 Pipe 8 107.2 103~ Pipe 6 -85.3 1051Pipe , 8 59.7 0.4 0.1 0.8 0.2 3.0 2.8 1.6 0,9 0.9~ 0.3 1.2. 0.9 3.8 4.3 1.4 0.5 0.5' 0.2 0.3 0.1 0.4 0.0 0.7 0.3 1.0, 0.8 0.4 0.1 107,,Pipe 6 111.5 1.3~ 1.3 109 Pipe 24 -4512.6, 3.2 1.4 8. 490.5 3.1 4.9 113 Pipe I ~ ~ 115 Pipe 12 1243.5 3.5 3.8 ~117 Pipe 24 3839.7 2.7 1.1 119 Ppe 24T 3320.0 2.4! 0.8 121 tPipe 12 211.9 0.6i 0.1 137' Pipe ' 16 327.0 0.5i 0.1 1451 Pipe 8 43.4 0.31 O. 1 153'Pipe 12 -1083.1 3.1 3.0 155 Pipe 16 1151.3 1.8 0.8 157 Pipe 16 -191.1 0.3 0.0 161 Pipe 8 101.2 0.7 0.3 163 Pipe 12 262.3. 0.7 0.2 165 Pipe 12 -181.3 0.5 0.1 171 Pipe 16 0.0 0.0 0.0 175 Pipe 8 -75.0 0.5 0.2 177 !Pipe 16 161.4 0.3 O.C Page 33 Distributed Source Pipe Output I Pipes I I I I i I I I ! I I I I I I I ID 193 Pipe 207 Pipe 209 Pipe 21 liPipe 213jPipe 215 Pipe ' 21 T. Pipe 227 Pipe 229 Pipe 231 Pipe Type: Diameter (in', Flow (gpm) Velocity (fi/sec) Headloss (ft/kft) 24 3306.0 2.3 0.8 16 507.6 0.8 0.2 16 253.8 0.4 0.1 24 -3306.0 2.3~ 0.8 121 -180.4 0.5~ 0.1 24 2730.8 1.9l 0.6 ¥ 16 0.0 0.0i 0.0 16' 4442.6 7.1 ~ 9.9 24 4442.6 3.2 i 1.4 24 870.0 0-6i 0.1 2337ipe 16 1860.8 3.0i 2.0 235'~Pipe 12'~ 225.6i 0.64 0.2 23-7115ipe 12~ -37.1.8~ i.17. 0.4 .239~Pipe 12 -162.3 0.5 0.1 241 iPipe 12 338.4 1.0 0.3 243iPipe 12 314.4' 0.9' 0.3 245 Pipe 12 --451.5 1.3 0.6 255 i Pipe 8 307.9 2.0 2.1 8 -115.8 0.7 0.3 259~, Pipe . 261 ';Pipe 8 361.7, 2.3 2.8 2631Pipe 81 226.5 1.5 1.2 2651 Pipe 8 145.5 0.9~ 0.5 267: Pipe 8 490.4 3.1 4.9 269', Pipe 8 447.0 2.9 4.1 271 Pipe 8 -188.8 1.2 0.8 273;Pipe 8 -309.2 2.0 2.1 279 Pipe 8 -3.9 0.0 0.0 285 Pipe 8 0.9 0.0! 0.0 287'P pe 8 -1.3 0.0 0.0 289 Pipe 8 54 2 0.4 0.1 297~P pe 12 134 6 0.4 0.1 299 P pe 8 -0.5 0.0~ 0.0 313 P~pe , 12 466.4 1.31 0.6 353_ Pipe ! 8 -445.7 2.8! 4.1 363 Pipe 8 163.2 I 0' 0.6 369 Pipe: 8- 28.5 0_21 0.0 371 Pipe i 8- 28.5 0.2~ 0.0 Pipe f 373 12 384.0 I 1 0.4 381 Pipe 8-- -153.3' 1.0' 0.6 385"~ipe1 16 -~300.0~i 0.5~ 0.1 397 Pipe 8 -253.51 1.61 1.5 399]Pipe 8 401.7~ 2 6 3.4 401 Pipe 8 -344.9 2.2 2.6 403 Pipe 8 258.4 1.7 1.5 405!Pipe 6 116,7 1.3 1.4 407 Pipe 8' 192.7 1.2 0.9 409r~Pipe 8 192.7 1.2 0.9 Page 34 Distributed Source Pipe Output I Pipes, I I I I I I I I I i I I I I I I ID Type Diameter (in) Flow (gpm) Velocity (fi/sec) Headloss (ftJkfl) 411 Pipe 8 243.9 1.6 1.4 413 Pipe 8 293.0 1.9 1.9 415 Pipe 12 0.0 0.0 0.0 4171Pipe 12 551.0 1.6 0.9 419~PipeI 8 193.4 1.2 0.9 425/Pipe 12' 0.0 ~ 0.0' 0.0 427TPipe [ 8- 270.5~ 1.7 1.6 433iPi.e i 81 -39.4;~ 0_3 0.1 437]Pipe 12 -95.5~ 0.3 0.0 441 Pipe 16 -628.7 1.0 0.3 4431 Pipe ~ 8 338.9 2.2 2.5 445 P~pe: 8 221.8 1.4 1.1 4471Pipe ~ 12 --471,0~ 1,3 0.6 449I~i~e 8 262.4t 1 7 1.6 453·Pipe j 457 Pipe 12 0.0 0.0 0.0 8! 36.5 0.2 0.0 8 8 0.0 0.0 O.O 459-Pipe 461 Pipe 466 Pipe 470 Pipe 472 Pipe 490 Pipe 492 Pipe 494 Pipe 498 pipe 500 Pipe 502 Pipe 504 Pipe 506 Pipe 508 Pipe 510~Pipe 8j 193.4 1,2 0.9 12 329.7 0.9 0.3 127 -309.1 0.9 0.3 8 190.8 1.2 0.§ 8 -27.2 0.2 0.0 8 193.4 1.2 0.9 8 145.5 0.9 0.5 8 82.6 0.5 0.2 6 148.3' 1.7 2.2 8 116.7 0.7 0.4 8 293.8 1.9 1.9 8 401.8 2.6 3.4 51~ipe j 24 2730.8 1.9 0.6 514 Pipe 12T 90.2 O.3 O.O 516~Pipe 24 3306.0 2.3 0.8 518~Pipe 8 -415.8 2.7 3.6 520 Pipe 81 82.6 0.5 0.z 522 P~pe 81 -403.9 2.6 3,4 524 Pipe 12! -347.0 1,0 0.4 526iPipe 12! 202.6 0.6 0.1 5281Pipe 12i -28.2 0.1, 0.C 53o/~ipe ~ 8] -346.0 2.2 2.6 532i Pipe 8 _ -365.6 2.3 2.9 534]Pipe 8 -262.4 1 7 1.6 536~P~pe 8 -202.7 1.3 1.0 538 Pipe 8 -377.7 2.4 3.0 540~Pipe 8 -337.3 2.2 2.5 542 Pipe 8~ -114.8' 0.7 0.3 Page 35 Distributed Source Pipe Output Pipes , ID Type Diameter (in) ,, Flow (gpm), Velocity (fi/sec) Headioss (ft/kft) 544 Pipe 8 -148.3 1.0 0.5 546 Pipe 8 -17.0 0.1 0.0 548 Pipe 8' -66.0 0.4 0.1 550 Pipe 8i -212.8~ 1.4 1.1 552 Pipe 8 96.0 0.6 0.2 554 Pipe ' 81 -313.3~ 2.0 2.2 556 Pipe 81 -375.5 2.4 3.0 558 Pipe 8i -308.3 2.0 2.1 8r -315.8 2.0 2.2 560 Pipe -46.7 0.3 0.1 562~Pipe . 564 Pipe -492.3 3.1 5,0 566 Pipe -281.8 1.8 1.8 568 Pipe -278.1 1.8 1.7 5701pipe -163.7 1.0 0.7 572 Pipe -212.2 1.4 1.0 574 Pipe 8! -89.9 0.6 0.2 576 Pipe 8! -404.7 2,6 3.5 578 Pipe ' 8i -97.4 0.6 0.3 580~Pipe ' 8 L -363.6 2.3 2.8 582 Pipe 8! -342.1 2.2 2.5 584 Pipe 81 -336.7 2.2 2.5 586 Pipe 8~ -151.3 1.0 0.6 588 Pipe 121 -84.6 0.2 0.0 590 Pipe 8 355.8 2.3 2.7 592 Pipe 8 -450.8 2.9 4.2 594 Pipe 8 167.4 1.1 0.7 596 Pipe 8 -214.5 1.4 1.1 598 Pipe 8 -120.9 0.8 0.4 600 Pipe 8 -14.6 0.1 0.0 602 Pioe 8 -292.0 1.9 1.9 604 Pipe 8 -504.8 3.2 5.2 606 PiPe 8 -285.5 1.8 1.8 608~Pipe 8~ -404.0, 2,6 3.4 610 Pipe ] 8 -476.9 3.0 4.7 612~Pipe ~ 8 -219 31 1 4 1 1 614 I Pipe 8 72.9 0.5 0.1 616 Pipe 8 -290.5 1.9 1.9 618iPipe 8 -324.9 2.1 2.3 620 Pipe 8 -266.8 1.7 1.6 622;Pipe 8 -300.3 1.9 2.0 624~Pipe 81 104.3 0.7 0.3 626 Pipe 8 -319.5 2.0 2.2 628 P~pe 8 -404.7 2.6 3.5 8 -347.2 2.2 2.6 630, Pipe 632 Pipe 8 -378.4 2.4 3.0 634 Pipe 12 -61.0 0.2 0.0 636 Pipe 12 129.9' 0.4 0.1 ! I I I I I I I I I I ! i I I I Page 36 Distributed Source Pipe Output I Pipes I I I I I I I I I I I ! I I I I ID Type Diameter (in) Flow (gpm) Velocity (ft/sec) Headioss (ft/kft) 638 Pipe 8 -389.7 2.5 3.2 640 Pipe 8 -234.5 1.5 1.3 642 Pipe 8 -587.' 3.8 6.9 644 Pipe 8 -347.3 2.2 2.6 646 Pipe 16 140.0 0.2 0.0 648 Pipe 16 1860.8 3.0 2.0 662 Pipe 664 Pipe 666~Pipe 6701Pipe 672 Pipe 674 Pipe 676 P~pe 678!Pipe 680 Pipe 682'Pipe 684 Pipe 686 Pipe 688 Pipe 694~Pipe 696 Pipe 650 Pipe 16 1353.2 2.2 1.1 52 Pi'-e 16' 845 6 1 4 0 5 654.Pipe 12, 282.01 0.8' 0.3 656 Pipe 16 120.01 0.2', 0,0 6_58 Pipe 12~ 14:1.0], 0.4L 0.1 660 Pipe 16 402.0 0.6 0.1 16- -543.0 0.9 0.2 24 -971.6 0.7 0.1 24 -971.6 0.7T 0.1 24 -971.6 0.7 0.1 16 -171%2[ 2.7 1.7 12 823.6 2.3 1.8 12 666.0 1.9 1.2 12 -525.0 1.5 0.8 12 316.0 0.9 0.3 12 -.476.8 1.4 0.7 8 3.5 0,O 0.0 12 -332.3 0.9 0.3 12 -106.7 0.3 0.0 12 -225.6 0.6 0.2 16 -661.8 1.1 0.3 698 Pipe 12 -437.0 1.2 0.6 PiDe 8 -67.8! 0.4 0.1 )e 12 -572.6~ 1.64 0.9 704 Pipe 16 -810.8 1,3 0.4 706 Pipe 12 357.2 1.0 0.4 12 87.2; 0.3 0.0 7084Pipe 710~Pipe 12 183.6~~ 0.5 0.1 712 Pipe 12 166.0] 0.5 0,1 714iP~pe i 12 2.2 0.0 0.0 16 -810.8 1.3 0.4 716]Pipe 12 -549.4 1.6 0.8 718,Pipe 720 Pipe 8 0.0 0.0 0.0 722] Pipe 12' -41.4' 0,1 0.0 724 Pipe 12 -92.8 0.3 0.0 728 Pipe 20 -1451.4 1.5 0.4 730 Pipe 16 503.2 0.8 0.2 t 732 Pipe 8 222.1 1.4 1.1 734~Pipe 12 -455.3 1.3 0.6 73~I: Pipe 12 194~4 0.6 0.1 7381 Pipe 12 108.1 0.3 0.0 Page 37 Distributed Source Pipe Output I I I I I I I I I I I I I I I I Pipes iD i Type Diameter (in) Flow (gpm) Velocity (fi/sec) Headloss (ft/kft) 740; Pipe 12 -34.0 0.1 0.0 742iPipe 16 564.1 0.9 0.2 744 Pipe 16 -1352.6 2.2 1.1 746~Pipe 12 520.7 1,5 0.8' 7481Pipe 12 171.0l, 0.5 0.1 750/Pipe 12' 0.0 0.0 0.0 752jPipe 12' -278.2 0.8' 0.2 754 Pipe 16 -741.6 1.2 0,4 756'Pipe 16 -798,0 1,3 014 758, Pipe 16~ 861.4_ 1,4 0.5 760~ Pipe 16 900.2 1.4 0,5 762 Pipe 12 -541.9 1,5 0,8 7641 Pipe 12' -221.8 0.6, 0.2 766~Pipe 12 209.7 0.6 0.1 768 Pipe 12 -3,91 0.0 0,0 7707ipe 12 205.8 0.6 0.1 776 Pipe 12 197.4 0.6 0.1 780 Pipe 8~ 0.6 0.0 0.0 782 Pipe 8 178.9 1.1 0.8 8 -159.5 1.0 0.6 8 0.0 0.0 0.0 12 82.9 0.2 0.0 784 Pipe 788 Pipe 790 Pipe 7921 Pipe 12 -58.1 0.2 0.0 794 Pipe 12 321.6 0.9 0.3 796 iPipe 12 -159.5 0.5 0.1 798 ! Pipe 16 -486.5- 0.8 0.2 804 i PIpe 12 87,2 0.3 0,0 806 i Pipe 12 154.9 0,4 0.1 808 Pipe ~ 121 594,3- 1_7 1.0 ~10. Pipe i 81 0.0 0.0 0.0 812 ?ipe 8. i 122.3 0.8 0.4 8141Pipe 8 -99.7 0.6 0.3 816'Pipe 8' 258.2 1.7 1.5 818 rPipe 12 67.6 0.2 0,0 81 48.6 0.3 0.1 820_ PiPe 8 -322.0 2.1 2.3 .822 Pipe 824 Pipe 16 -114.5 0.2 0.0 828' Pipe 16 -60.5 0.1 0.0 828 PipeTM 16 -621.8 1,0 0.3 830 Pipe ~ 8 -378.1 2.4 3.0 8327ipe 16 263.5r 0.4 0.' 834 Pipe 16 -35.4 0.1 0.0 8361Pipe 16 440.4 0.7 0.' 838]Pipe 16 151.8 0.2 0,0 8401 Pipe 16' 44.1 0.1 0.0 .8421. Pipe 16 288.2 0.5 0.1 844 Ppe 12 650.0- 1.8 1.2 Page 38 ! I Distributed Source Pipe Output Pipes . I I I I I I I I I I I i I I I I iD TypeI D amet~r (in) Flow (gpm)! Velocity (fi/sec) Hea~ioS~ift/kft) 846 Pipe 16 1193.8, 1.9 0.9 848iPipe 8 -88.6 0.6 (}i2 852 Pipe i 16: 233.0 0.4 0.0 854 Pip~l 16 307.9 0.5, 0.1 ' 856iPipe ! 16 537.5 0.9i 0.2 858~P[pe i 8- 433.2 2.8 3.9 870iPipe i 16 187.1 0.3i 0.0 87~ Pipe ' 8 100.01 0.6 0.3 878-~'~p~ ~' 90 0 0.6 0.2 880 Pipe 16 592.8| 1.0~ 0.2 ' 882 ~ipe 16 ' 34.0 0.1 i 0.0 884 -15ipe i 16 6.6i 0.01 0.0 ~88 PiPe i 16 1800.0; 2.~ 1.9 896 !Pipe i 16 -1800.0 2.91 1.9 8981Pipe i 8! 300.0 1.9L ~.0 900]Pipe i 12I' -449.9 1.3i 0.6 904~Pi e ~ 16~ 1000.0- 1 6 0.6 90~iPip~ ' 16! 455.9 0.7 0.2 9101Pipe 161 365,3 0.6 0.1 912iPipe , 16, 201.6 0.3i 0,0 914jPipe . 16~ 467.8 0.81 0.2 916 Pipe ~ 16i 593.9 918iPipe; 181 2.2 00 0.0 920,P pe , 8 634.6 922 Pipe i 8 335.0 2.11 2.4 ~Pipe 8! 920,0~ 5.9 15.8 Pipe [ 6~ -52.~ ' ' 0.6~ 0.3 Pipe I 12- 682.5F 1.9 936~_Pipe _ 8i 110.9l 0.71 0.3 938 Pipe 12' -231.9i 0.7 0.2 -940iPipe 6! -153 31 1.7i 2.3 94¢~P,pe, 8 0.61 0.0 0.0 9521pipe 16j O.Ol o.ol o.o 954 Pipe~ 16/ 112.8! 0.2[ 0.0 Page 39 I I Distributed Source Pipe Output Pipes I I I I I I I I I I I I I I I I ID Type Diameter (in) Flow (gpm) Velocity (ft/sec) Headloss (ft/kft) 956 Pipe 8 103.1 0.7 0.3 958 Pipe 8 32.5 0.2 0.0 960 Pipe 8 27.9 0.2 0.0 962 Pipe 16 338.1 0.5 0.1 964 Pipe 20 1838.1 1.9 0.7 966- Pipe 24'~ 2963_ 1 [ 2.1 0.7 968 Pioe 24- 3446.9 2.4 0.§ 970 Pipe ~ 24TM 2915.2~ 2.1 0.6 972 Pipe 24 3915.2 2.8 1.1 974 Pipe 36~ 12950.2 4.1 1.4 976 Pipe 36 -12050.0 3.8 1.2 978 Pioe 12 732.9 2.1 1.4 980 Pipe 12 396.47 1 1 982 Pipe 16 1299.0 2.1 1.0 984 Pipe - 36 9900.0 3_1- 0.8 986 Pipe 24 0.0 0.0 0.0 990 Pipe 12 344.5 1.0 0.4 992 Pipe 36 12050.0 3.8 1.2 994 Pipe 12 294.3 0.8 0.3 996 Pipe 12 -195.7 0.6 0.1 998 Pipe 8 -87.6 0.6 0.2 1000 Pipe 12 0.0 0.0 0.0 1002 Pipe 16 338.1 0.5 0.1 1004 Pipe 16 1500.0 2.4 1.3 1006 Pipe 16 1125.0j 1.8 0.8 1008 ~ Pioe 16 1000.0 1.6 0.6 1010 Pioe 16' 1125.0 1.8 0.8 1012 Pipe 16 1000.0 1.6 0.6 1014 PiPe 16 2915.2[ 4.7 4.6 1016 Pipe 24 2750.4 2.0 0.6 1020 Pipe ' 24 641.2~ 0.5' 0.(3 1022,Pipe 16 0.0 0.0 0.(] 1024~Pipe i 12 222.1i 0.6~ 0.27 1026iPipe ! 8 98.5~ 0-6~L 07 10287ipe 4, 8- -91.9~ 0.6 0.2 1030 Ppe 8 -162.5 1.0 0.6 1032 Pipe 12i 0.0 0.0 0.0 1036 Pipe 1038'Pipe i040 Pipe ~ 042 Pip~ 1044 Pipe i05oiPi~6 lO~21pipe ! 1056iPipe .1060 Pipe 10641 Pipe 121 0.0 0.01 0.0 '1~I '254? 0.71 0.2 16j -476.6 0.8 0.2 12i 64.0 0.2 0;0 0.8 3~j -9707.8 3.1 8! o.o o.o 0.0 121 i :~.4. J 0.3! 0:0 12i -549.4 1.6i O.8 8 106.0! 0.71 0.3 8 6;o! o.o o.o Page 40 I I Pipes Distributed Source Pipe Output I I I I I I I I I I I I I I I I I ID Type' Diameter lin) 1066 Pipe 8 1068 Pipe 8 1070 Pipe 12 1072 Pipe 24 10747ipe 1076 Pipe 1082 Pipe 1092 ~Pipe 1096JPipe 1102 Pipe 1104~Pipe 1106~Pipe 1108 Pipe · 1110 Pipe Flow {gpm) Velocity (ft/sec) Headloss (ft/kft) 0.0 0.0 0.0 0.0 0.0 0.0 -1314.1 3.7 4.2 1911.4 1.4 0.3 8 0.0 0.0 0.0 12 -141.0 0.4 0.1 36i 10541.2 3.3 1.0 8~ 549.4 3.5 6.1 24 -4512.6' 3.2 1.4 12 0.0 0.0 0.0 16 874.0 1.4 0.5 16 535.6 0.9 0.2 24 1479.2 1,1 0.2 24 112.8 0.1 0.0 0.0 0.0 1114 Pipe 36 0.0 1116jPipe 12 -134.7 0.4 0.1 1118,Pipe 12~ 0.0 0.0 0.0 1120.Pipe _ 8j 332.3 2.1 2.4 1122 Pipe 8 304.1 1.9 2.0 1124, Pipe 8 28.2 0.2 0.0 1126 Pipe 8 0.0 0.0 0.0 1128 Pipe 12 883.3 2.5 2.0 1132 Pipe 8 -11.7 0.1 0.0 1138 Pipe 12 473.1 1.3 0.6 1142 Pipe 8 -56.4 0.4 0.1 1144 ~Pipe 8 0.0 0.0 0.0 1146 Pipe 8 -39.9 0.3 0.1 1154 Pipe 8 -180.0 1.2 0.8 1158 Pipe 8 166.4 1.1 ' 0.7 1162 Pipe 12' 0.0 0.0 O.0 1164 Pice 12 140.0 0.4 0.1 1166 Pice 8 140.0 0,9 0.5 1168'Pipe 12- 282.01 0.8 0.3 il;F27 Pe I 16t 845.6J 1.4F 0.5 1176 Piee 16 1353.2 2.2 1.1 1180 Pipe 16 -338.4 0.5 0.1 1182 Pipe 16 310.0~ 0.5 0.1 1184 Pipe 8 -338.4 2.2 2.5 1188 Pipe 12 -140.0 0.4 0.1 1190 Pipe 12 -140.0 0.4 0.1 1192 Pipe 16 -120.0 0.2 0.0 1194 Pipe 8 -120.0 0.8 0.4 1196,Pipe 16 -871.1 1.4 0.5 1198 Pipe 16 -3420.0 5.51 6.1 12001Pipe ] 6 9.6 0.1 0.0 1202 Pipe 24 3306.0 2.3! 0.8 1204 Pipe 24 0.0 0.0! 0.0 Page 41 I I Distributed Source Pipe Output P?s' I I I I i I I I I I I I ID ~Typei Diameter (in) Flow (gpm) Velocity (fi/sec) Headloss (fi/kft) 1206~Pipe ' 24 -870.0 0.6 0.1 1208[Pipe i 8 -173.2 1.1 0.7 121OiPipe . 24 2716.4 1,9 0.6 1212~Plpei 16i -3320.0 5.3 5.8 1214~Pipe [ 61 82.0 0.9 0.7 1216[Pipe 20. 2548.9 2,6 1.2 1220 ~ipe [ 36 -9900.0 3.1 0.8 1222~ipe 'I 30~ 0.0 0,0, 0.0 1224 Pipe 36 -12050 0 3.8 1.2 1228~Pipe i 36; 9900.0 3.1 0.8 12327PipeI 81 15.3 0.11 0.0 1234~Pipe 81 0.0 0.0I 0,0 1236IPpe 8 -99.71 0.67 0.3 1238 Pipe , 16 -810.0: 1.3: 0.4 1.240.Pipe 16 1042.3~. 1.7 0,7 1242 Pipe 16 0.0 ' 0.0~ · 0.0 1246 Pipe ' 8 0.0 0.04 0.0 1248-Pipe 8 -180.0' 1.27 0.8 1250 Pipe 8 897.5 5.7 15.1 ;125~pipe 8 -370.0 2.4 2.9 8 -94.9 0.6 0.2 1254 Pipe 1262 Pipe 8~ 0.0 0.0 0.0 1264 'Pipe 8 0.0 0.0 O.0 1266'Pipe 8 0.0 0.0 0.0 1268 Pipe 12 0.0 0.0 0.0 ?.~ ~7O'Pipe 24 0.OI 0.0 0.0 1280 Pipe 8 1244.5 7.9 27.6 1 ~2~Pipe 24 0.0 0.0 0.0 12841 Pipe 12 708.0 2.0 1.4 12_86 P~pe 16 2446.9 3.9 3.3 1288~Pipe 24 2446.9 1.7 0.5 1290 Pipe 12 2.7 0.0 0.0 12927ipeI 12 161.4 0.5 0.1 1294 Pipe 8 -30.2 0.2 0.0 1296 Pipe 16 1500.0 2.4 1.3 I I I I I Page 42 I I Distributed Source Valve Output Distributed Source - Scenario 1, Link Out,)ut I I I I I I I I I I I I I I I I I Valves ID Type Diameter (in) Flow (gpm); Velocity (fi/sec) ' Headloss (fi/kft) 3002 PRV 8 0.0 0.0 0.0 3026 FCV 12 -231.9', 0.71 0.0 3044' FCV1 8 634,6' 4.11 0.0 - FCV 8 335.0 ~ 2.1 :i 0.1 3046 FCVI~ 8 920.0. 5.9~ 0.2 3048 3050. FCV, 8 258.6~ 1.7'~ 0.0 3056 FCV. 16 -114.5 0.2' 0.0 3058 FCV~ 16 -60.5 0.1· 0.0 3060 FCVI, 16 -621.8 1.0i 0.0 306211 FCVi 8 -378.1L 2.4~ 0.0I 3064, FCVi 16 263.51 O-4i 0.01 - ~066 FCV/ 16" -35~4 0.1! 0.01 3068: ~ov[ 16 440.4~ 0.7 0.01 3070 FCV 16 151.8 0.2 0.0 3072 FCV 16 44.14 0.1 0.0 3074 FCV 16 288.2 0.5~ 0.0 3076 FCV 12' 650.0- 1.87 1.2 3078 FCV 16 1193.8 1.94 0.0 3080 FCV 8, -88.6 0.6 0.0 30821 FOV~ 8 235.0_ 1.5! 0.8 3084 FCV 16 233.0 0.4 0.0 3088 FCV 16 537.5 ~ o.g, 0.0 3090 FCV 12 86.1 0.2 0.0 3092 FCV 16 307.9 0.5 0.0 3094 FCV 16 187.1 0.3 0.0 1.3 0.0 3096 FCV 16 835.1. 3098 FCV , _ 0.6 8 100.0 ~ 19.9 3100 FCV 8 163.2 1.0 0.0 3102 FCV 8 90.0 0.6 1.3 3104 FCV 16 592.8 ' 1.07 0.0 3106 FCV 16' ~4_0' 0.1' 0.0 3108 FCV 16 6.6 0.0 0.0 3110 FCV 16 1800.0 2.9 32.4 3112 FCV 8 300.0 1.9 9.4 3114 FCV 24 714.8 0.5 0.0 3116 FCV 16] 1000.0' 1_6 0.6 3118 FCV 16~ 455.91 0.7j 0.0 3120 FCV 8 242.1 1.6 0.0 3122~ FCV 16! 365..3L 0.6 0.0 3124 FCV 16 201.6 0.3 0.0 3126 FCV 16 467.8 0.8 0.0 3128 FCV 16 593.9 1.0 0.0 3130 FCV 16 2.2 0.0 0.(3 3132 FCV 6 -115.7 1.3~ 3134 FCV 6~ -135.5 1.51 3136j FCV 121 183.61 0.51 0.0 Page 43 I I I I I I I I I I I I I I I I I I I Distributed Source Valve Output Type Diameter (in) Flow (gpm) r Velocity (ft/sec) Headloss (ft/kft) 3.2 Va ves 3138] FCV 8 25.0 0.2 3140 FCV 8 0.7 0.0 0.0 3142 FCV 16 278.7 0.4 0.0 31481 Fcv 8 103.1 0.7 0.0 31481 FCV, 8T~ 32.5 0.2~ 0.0: 3154 FCV 16l 338.1 0.5 0.0 315611 FCV 161 1500.0 2.4~ 0.1! 3158~ FCV 16! 1125.0 1.8~ 1.1 3160~ FCV 16 1000.0 1.6 0.7 31621 FCV 16 1125.0 1.8 2.6! 3164~ FCV 16 1000.0 1.6' 1.(~ 3172i p.v~ 12 180.4 0.5 112.4 3174~ PRV 12' 90.2 0.3-- 104~5 3178 PRV 8 193.4 1.2 112,5 3180J FCV 12 0.0 0.0 0.6 3184 PRV 12 282.0 0.8 85.8 3186 PRV 16 845.6 1.4 102.6 3188~ PRV 16 1353.2 2.2 91.3 3190 PRV 8 338.4 2.2. 127.4 3192 PRV 8 0.0 0.0 0.0 3194 FCV 8 1244.5 7.9 0.0 3196] FCV 12 708.0 2.0 1_2 3198 FCV 8[ 2446.9 15.6 0.6 3200 FCV 16 1500.0 2.4 2.5 Page 44 ! I Dist Source Fire Flow Output Distributed Source - Scenario 1, Fire Flow Output I I I I I I I I I I I I I I I I I Junctions Static Static Fireflow Residual Available Calculated Design Demand Pressure Demand Pressure Flow Pressure Flow ID (gpm) (psi) (gpm) (psi) (gpm) (psi) (gpm) 2: 338.4 86.6 1500 52.7 2594 20 2594 4 282.0 6~7~ 1500 55.9 3209 20 2742 4 72.21 1500' 65.1 3467 20' 3032 6 338 8 451 2 65.11 15001 57.8 3746 20' 3375 12 375.2~ 6471 1500 61.8 3592 20 3265 14t 2626 59~ 1500 56.8 3017 20_ 3017 18! 28.21 47.5 1000 27.6 1237 20 1237 20] 282.0 476 1500. 37.0 3073 20 2628 1381 70.61 86.71 1500 85.3 3871 20 2803 I~ 2°1677°15°°'74°3675138.2'~ 58.2:'. 20-2772 . 1500 53.9 3148 20 2816 46~ 52.8 49.7 1500 45.5 3107 20 2932 481 67.4 83.1' 1500' 81_2 4102 20 3066 50~ 104.0 86.2 1500 85.7 4130 20 2985 58 140.4 67.9 1500 63.3 3251 20 2506 621 73.4 73.5 1500 62.9 3435 20. 2527 64 50.6 66.4 1500 58.7 3802 20 2517 66j 210.0 80 8 1500. 77.2 6380' 20 3857 68 238.6 81.0 1500 72.6 3211 20 2604 72 107.2 61.3 1500 23.9 1688 20 1688 74 135.4 72.3 1500 62.0 2848. 20 2501 781 48.6 77.7 1000 68.4 3352 20 3352 80 51.8 90.8 1000 71.1 2180 20 2180 82q 18.6 49.1 1500 45.2' 7637 20 7541 84 18.6 67.7 1500 64.5 12713 20 8665 88 53.0 42.2 1500 39.3 6114 20 6114 901 81.6 90.9 1500 88.5 19984 20 10789 961 253.8 72.1 1500 68.9 8275 20 8275 98~ 253.8 76.~ 1500 74.1 10311 20_ 9864 ~ 0~ 282~ 77.1 150~ 74_3. 10699 20 7566 108] 282.0 98.6 1500~ 94.8 11152 20 11152 110~ 70.6' 94.7 1500 92.2- 15699 20 15699 122' 50.6 53.9 1500 42.6 2721 20 2090 124 79.0 71.1 1500 58 6 3237 20 2175 1261 327.0 74.7 1500 60.3: 2897 20 2692 162 28.2 49.0 1000 20.2 1031~ 20~ 1031 184] 156.0 39.5 1500 34.0[ 24551 20 2455 198 394.8 88.7 1500 82.1 9373! 20~ 6440 200 90.2 63.8 1500 56.8' 3530i 20' 3530 212 225.6 50.5 1500 42.6- 35581 201 3558 214 775.4 79.2 1500 63.2 37231 20 3140 216 282.0 67.4 1500 53.6 31001 20 2650 218 169.2r 69.9 1500 52.8 2862' 20 2533 222 0.0 60.3 1500 44.3 2482 20 2482, Page 45 I I Junctions Dist Source Fire Flow Output i I I I I I I I I I I I I I I I I I I Statc Statc Freflow Resdua Avalable Calculated Design Demand Pressure Demand Pressure! Flow Pressure Flow ID i (gpm) (psi) (gpm) (psi) ! (gpm) (psi) (gpm) 234! 670.6 60.1 1500, 53.2 5281 ~ 20 5281 236! 846 52.9 i~00: ~i19 2098: 20 1934 2421 0.0~ ~.6- 1500[ 53,51 ' 45f~] ~6 45~ 246~ 98.0~ 59.2- ~50~ ~i/ 3288~ 20; ~28~ 254 0.0 45.5 1500j 45.1l 1500~ 45 260 141.0; 42.9 1500, 41.9~ 1641i 42 ~64 231.2~ 59.8 ~50~ 59,8[ ~6297~[ 20 208287 270 181.21 54.6 1500 54,6~ 282808~ 20 282808 272 ~6~ ~.4 i50~7 53~6J 8189 20 6377 302~ 28.2 42.4 1000 ~.0 1845 20 1845 340i 67.6 60.7 1500 30.4 1781; 20j 1781 3561 14 0 66.3; 1000~ 51.8 1591~ 20~ 1323 366 ! 0.0 60.7 1500 i 49.5 3007 20 ~ 3007 3~8 65.0 59.8 1500! 43.9: 26891 20i 2689 400 41,8: 60.7j 1500 52.9 4714j 2~ 4485 410! 40.6 60.0! 1500~ 54.1 4952i 20i 4952 ' 89.8 60.7! ~001 60.7 5584, 20i 55~4 414~ 0.0 70.1 i ~000~ 65.8 5107 20 3401 422~ 115.0 87.8 ~500i 5S,0 2301~ 20i 230~ ~28 92:~ ~7.5 ~50~ 53.1 446~ 2oi 4~ 84.6 118.5 1500~ 100.8- 4486: 20~ 42661 464 28.~ 66.~7 '~000. 52.9; ~ ~ ~779 470: 282.0 63.4 1500 51.7~ 3218 20 2718 502: 35]~ 59.2~ ~; 54~ 5456 20 ~47 504 53.01 85.5~ 1500 17.7~ 15231 20 1523 506 35.4'~ 72.5l ~500i 24.5] 16161 2oi i616 516; 50.8~ 60.7i 1500[ 60 7~ 3745 20[ 3745 518~ 49.0i 63.7! 1500 47.0~ 2~7[ 20[ 2647 520; 50.8~ 63.8~ 1500[ 53.6[ ~77 2~ ~7¢ ~i 33.8 ~8.~[i 1500~ 52;~[ 3829[ 20[ ~829 52~ 67.61 60,3 1500! 52.7, 4373 ~ 20[ 4373 526!, ~0~.6l 60.0; 1500~ 51.7] 3728 20~, 3728 528; 101.6i 60.7~ 1500~ 60.7] 6778 20~ 6778 530~ ~.6i 60.6i 1500~ 51.31 3049 2~] 3049 Page 46 I ! Junctions Dist Source Fire Flow Output I I I I I I I I I I I I I I I I Static Static Fireflow Residual Available~ Calculated' Design Demand Pressure Demand Pressure' Flow ~ Pressure Flow ID (gpm) (psi) (gpm) (psi) ! (gpm) (psi) (gpm) 532~ 84.6 60,7 1500 60.7, 4647i 20 4645 534 84.6 60.7 1500 60,7[ 31231 201 3123 536 90.2 60.7 1500 60.7~ 7939 20! 7939 538 22.6 60.7 1500 60,7~ 5235' 20? 5235 540 62.0 60.7 1500' 60.7~ 4741 20i 4741 542 54.2 60.0 1504 53.4i 3559 20, 3559 544 67,6 59.4 1500 48.4i 3066 20 3066 546 92 4 59.7' 15004 49.81 3615[ 20t 3615 548 102.6 58.8 1500 50.61 3729 20; 3729 550- 69.6i 59.2 1500' 53.2~ 49921 201 4992 554 1292t. 60.7. _ 1500- 542_ ~ 49811 .... - 20;~ 4981 556 118.4 58.9 1500 53.7 5138 201 5138 558 74.4 60.3 1500_ 51.6! 3905~ 20i 3905 560 62.0 56.2 1500 47.1 ! 3408 201 3408 564 103.8 58.9 1500 51 9i 4202 20, 4202 568 96.4' 60.7 1500 60.7! 266491' 20 266491 570 34.4 62.4 1500 39.3i 2121 20~ 2121 572 85.8 56.5 1500 38.01 2332 20 2332 574 185,6 58.3 1500 49.9! 4040 20, 4040 576 157.8' 59.4 1500 46.4 30651 20' 3065 578 85.2 59,8 1500 43.3: 2641 20'~ 2641 580 129.6 607 1500 607 41711 20 4171 582' 344,0, 60.7 1500 57.7} 4692i 20! 4692 584 298,8 52.1 1500 26.51 2032i 20, 1917 586 157,8 48,5 1500 18.1 i 15971 20 1597 588 197 4 50 5 1500 16.51 1598, 201 1598 590 112.8 58.5 1500 40.8 22841 20; 2284 594 507 6 58 8 1500 36.9~ 2881' 20 2881 596 507.6 61.0 1500 58.9~ 4004 20i 598 563,6 59.1 1500 57,1 ~ 4~56~ 20! 600 282.0 64.9 1500 57.4; 41031 20~ 604- 90.2TM 83,1 1500 69.2! 3687 20i 3687 6061 141.0!~ 45.2 1500- 27.7! 2022! 20T 2022 610d 141 01 539 1500 43.9~ 34341 20 2877 616[ 112.81 59.5 1500 48.3? 27-11! 20 2449 618- 197.4' 50,4 1500 19.5[ 1685~ 20 1685 620 4286' 67.51 1500 65.3~ 11121i 20~ 7769 630' 141.0 40 0 1500 26.7i 2190 20 2190 632; 141.0, 62.7. 1500 44.3' 26361 20 2636 634; 169.2 56.3 1500 40.94 2973i 20 2410 636 141 0 64.5 . 2864; 20 2072 ] . , 1500' 45.0 638~ 451.2 46.51 1500 21.8 2031 20 2031: 642 67.8 74.3' 1500 60.6- 4058 20 2639 644- 146.8 47.3 1500 37.7 3505 20 3505 646' 79.01 64.3' 1500! 53.5 43511 20i 3564 Page 47 I I Dist Source Fire Flow Output Junctions Static Static Fireflow Residual ~Available Calculated Design Demand Pressure Demand Pressure Flow Pressure Flow ID (gpm) (psi) (gpm) (psi) (gpm) (psi) (gpm) 648 103.0 81.2 1500 67.2 4413 20 3983 650~ 270.8 107.1 1500 91.0~ 5081 20 4305 4256 20 4256 654 230.0 89.8 1500 73.0 658 110.8 71.8 1000 37.8 1768' 20 1768 662 0.0r 64.1 1500 37.3 2043~ 20 1651 664 118.6 86.8 1500 83.7 9863. 20 6400 666 282.0 49.0 1000 48.9 1282 49 668 205.8 65.4 1500 47.5 1706~ 47 1706 670~ 0.0 74.1 1500 59.5 1500~ 59: 1500 672~ 225.6 87 1 1500 72.5 1726! 73' 1726 674 282.0 ~i~- 1500' 222+ 19~61 20! 1906 6761 84.6 79.6 1500 62.9 3666 20 2082 678 56.4 74.3 1500 61.1 1556 61 1556 680 169.2 52.9 1500 4&5t 1669' 44' 682 259.4 62.4 1500 48 6 3568 20 2579 684 225.6 45.1 1500 31.5 2567 20 2560 686 56.4 66.3 1500 60.2' 1556 60~ 688 63.4 49.4 1500 45 4 1563 45' 690 293.2 71.7 1500 61.4 4967~ 20, 3142 692 38.8 80.1 1500 78.1 1539~ 78 696 77.8 69.3 1500 65.2 8329 20 5433 698 45.2 91.4 1500 91.1 38710 20~ 24460 700 98.8 53.2 1500 52.9 32238 20 27300 704 92.8 69.6 1500' 54,34 3008 20~ 3008 706 82.6 114.5 1500 103.4 59151 20' 5763 708 87.2 70.6 1500 70.5¢ 491051 20' 38818 710 121.2 49.0 1500 40.7 3422 20~ 3278 712 338.4 47.6 1500 11.2 16031 201 1603 714 338.4 44.5 1500 43.5 1838 43 716~ 282,0 71.6 1500 55.0 3041 20' 2689 7181 141.0 54.2 1500 36,5~ 2386! 20; 2386 I 7201 4230 586-- 1500- 44 1 304¢ 20' 2754 722 327'0 45 7 1500F 32 11 2547~ 20' 2547 I 7261 67.6 39.3 lOOOL 28.3! 1446 20 1446 822~ 200.2 44.2 1500 44.2~ 1124194 20~101404 8281 112.8 48.5' 1500 48.5' 1056467 20 105646 854] 1299.0 81.6 1500 75.3, 8430~ 20 8430 864 84.6 48.3 1500 36.0 2480 23 2480 866 0.0 45.0 1500 29.4 2098 20 2098 868 21.2 89.5 1500 79.7- 5734 20 3124 890 108.8 45.4 1500] 33.4 2697 20~ 2686 892 123.6 51.0 1500, 23.5 1739' 20~ 1739 894 190.4 55.1 1500 17.7 1632 20[ 1632 896 70.6 98.7 1500' 64.7 25501 20 1872 898 127.0 117.7 1500 102.8~ 5664 201 4730 I I I I I I I I I I I I I I I I Page 48 Junctions Dist Source Fire Flow Output I I I I I I I I I I I I I I I I I i Static Static Fireflow Residual i Available calculated Design Demand Pressure Demand Pressure~ Flow Pressure Flow ID (gpm) (psi) (gpm) (psi) I (gpm) (psi) (gpm) 900 72.81 117.8 1500 103.01 5613 20 4760 904 10310 85.5 1500 711'1 !~ 45031 20 4059 908 9~6, 82.0i 1500 68.01 4-139i 2© 3694 916 67.8i §~i~F i500 391~I '1960] 20 i960 918 - 17.61 8515i i500i 1`3.2 1435~ 20 1435 920 17.6 4516i 1500 3~13! ~7211 20 22~1 922 '70.6 91.4j 15001 91.3] 193983! 20 144365 924 225 ~ 8'1 2 i500 5~ 2i `3~o2! 20 1908 936 87.2 42.4 i 1500; 37.51 36241 20 3624 ~`38 2§2! 38.8] lO00: ~391 ~180! ~0~'1i80 944 14.2 94 -7[ 1000, 92.9i 11432 20 6249 946 56.41 64.5 1000 -46.6~639~ 20:639 .9~2 14.2! 117.47 1000~ 116.4L13286J 20 5460 958 140.0i 49.4i 1000 29.4i 13981 20 139~ 972 ~`3~.4i 79.8i 2000 77.21 10970', 20 1~970 974 170.0! 44.1 1500 42,11 6692! 20 6692 1048 ,4i14-I 125..3 1000 113.9140011 20 4001 11100i107.0i §6.5 1500 51.8! 22721 20:2272 1110210.01 86.6~ 1500 55.1! 22731 20 2273 Page 49 540g ' 403 510 E61 ~ 10301 ' ' ~ ~4~ 676J ' / 740 ~ ~ 838J ~ ~ H54T ~ zL ' / ' 1148T lt50T ' Ill 1192T 98EJ 926J 604J 904J{ x, i ' 796J llieT 3564 60~J 8~4J 5J i038T ~ 352J 70~JI 7~4J 1138T II~OT 'N '~' K~ 710J ¸47 $36J 6o80 614J 504J loOST 3178 90J I140T )951J 1170T NORTH SCALE: 2 = MILE LEGEND 3010 , .' ~10~01 :' RESERVOIR/TANK IDENTIFIER ~1082T BOOSTER STATION IDENTIFIER ~0~ ' : DEMAND SUMMATION ~uNCT~ON 7 : IDENtiFiER CMID 2850 gPO~ Lyn'Lee 95 gp~ ~nd ' ' P~ddocR 50 9Pm CMI]) 8850 CMm 8700 ~S 300~ 8 8 8 CMI~~ 3150 gpm T11S T12S 2025 gpm 8 CMID 8085 TOMMWD 650 8 CMID TOMMWD 500 '?, I z:: 8 CMID 8366 gpM CMII) 8250 gpm i-~ 10o gpm 8 CMII) 2850 i 8 ie / TDMMWD 835 Opm MlsceG~neou$ 7,8 ~.,.,~ (Exl~ttnQ=O,l MG) ~scett~ne~us ~90 ~ ~X' Zone q TDMMWD 200 TOMMWD / Best 8150 N 16 \ UItlmQte 0.45 MG 'G' Zone ReservOir (Propo~ed=0,4 MG) 1140 gpm 'G' to 'I' ~c~>,,e Booster St~t)on :(P~'.Op°sed=lSO0 gpm) N~, 8ooo ' Qne oE, , St' 't R~$ervoir and MG) ' ~ ~_~ ../ 1680 gp~ ' 18 UItlmote Ground Stor0ige T~nks (Exls'bng=O,3 MG) U[tlm~le CMI~ M $cett~neou~, ~770 1i~5 g~ gpm 'X~ Zone -~oo$%ePs ,(Existing=560 ~pm) ~MID' 8'~13 \ '\x 'x \ cMII3 gpm / / I CMII) 12 16 x 11,970 18 16 1000 gpm CMID 3375 ~t~e Mis~ce~t~neoUs 9,~ MO Ground Tomks MlscelbO ,~, 708 gpm 857o ~ 'C' to (ExlStl~ 4 'N N ~%er ~.6 lB 8 8 18 16 3440 gpm 'D' Zone Booster St~tioh 8 889 gpm CMtD CMII) Ex~st;n9 Nor~knJ~ Reservo(r m Booster 'C' Zone Reservoiri MO) i Uttl~e 2~80 gpm 'E' Bobster Station (£x(st)ng=370 gpm) 'A' Zone Reservoir tO 'C' ~ooster TW C-IE 7,48 tO, tlon /.//' U{'l;tm~te 4,0 MO 'Z 1000 gpm 1185 gpm ',,., Zone ReserVOir / ' :::', : : M t~E - QP Ot~m~fe 1370 o~ ' , ~ ' ~ J Ii '~ ~ ~[ / '/ I . , cM~ ,~ 1 ' ' _ * .~ ...._ ,o~, ~'-,~. *~ ~, '/ ~¢~. .,' , ~ ~ ~' -- , '~ - / 958 gPm ~ ~ ~ ~ ' , .. / x l ~ I I I I I I I I I I I APPENDIX G CONCENTRATED SOURCE MODEL RESULTS I I I I I I I I Concentrated Source Junction DB Concentrazed Source - Scenario 2. Node Database ! I I I I I I I I I I I I I I I Junctions ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE X Y SYM_SIZE PHASE 2 2085 169.2 Junction 4 742558 505882 4 2130 141 · Junction 5 746406 496623 6 2130 169.2 · Junctioni 5 751456 497731 8 2139 225.6 ~ Junction! 5 752625 491294 10 2141 0 Junction, 5 75281c~ 490638 12 2148 187.6 Junction 5 754158 493605 14 2160 131.3 1 Junction 5 758508 490291 161 2170 0 1 Junction 51 755927 487493 18 2180 14.1 1. Junction 5 7623911482303 20 2180 141 I Junction 51 761165 487547 34 2617~ 0 1 Junction 10 768739 516206 38 2203 35.3 1 Junction, 5 763834_ 487564 ~z~ 2225' 100.8- 1~ Junction 6 766209 487568 2268 69.1L I Junction' 6 766193 490197 46 2288 26.4 I Junction 6 765971 492697 48 2211 33.7' 1~ Junction 6 763844 491792 50 2204 52 I Junction 5 763816 490240 58 2246' 70.2 I Junction 6 768826 487586 62 2339 36.7 I Junction 7 767143 495356 64 2357 2,5.3 I Junction 7 768729 495368 66 2326 105 1 Junction 7 768752'492596 68 2216 119.3 " Junction 6 769154 482432 · Junction 6 773484 482403 ~ Junction 6 771781 482403 72 2261 53.6 74 2236 67.7 78 2510 24.3 80 2480 82 2580 84 2540 Junction 25.9 · Junction 9.3 Junction 9.3 · Junction 26.5 I J unction- 88 2600 9 763724 512408 8 763744 509776 9768767 512446 9 768785 509812 10 774073 510329 300 Existin( 300 Existin.( 300 Existin( 300 Existin 300 Existin( 300 Existin( 300 Existing 300 Existin( 300 Existing 300 Existing 300 Existin( 300 Existin 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existin 300 Existing 300 Existin 300 Existing, 300 Existing 300 Existing 300 Existim 300 Existing, 300 Existing 300 Existing 902490 40.8 · Junction 9 768818 507167 96 2740 126.9 Junction 11 778950; 516325 300 Existin 98i 2730 126.91 ~ Junction 11 777891~ 516315 300 Existin 1021 2691 0 I Junction 10' 7760781514620 300 Existing 1041 2523 141 I Junction 9 774128 505403 300 Existin! 108 2478 141 I June!ion 8 768818 505379 300 Existing 110 2490 35.3 I Junction_ 8~7713154 505379 300 Existin( 118j 2584 0 1. Junction 9 768473 513105 300 Existing 120 2376 0 I Junction 7 769177 499602 300~ Existin 122 2385 25.3 I Junction 7 768710 498024 300 Existin! 124' 2345 39.5 I Junction 7 767375 49803' 300' Existin~ 1261 2230' 163.5 I Junction 6 771944 477287 2290- 14.1 I Junction7 6 760439 478163 3007 Existim 300 Existin 300 Existin~ 300 Existin, 300 Existin, 300 Existin~ 300 Existir 300 Existinc~ 162 184 2311 78 Junction 7 767983 490100 1881 2320 0 I Junction 7 768767 490473 198' 2700 197.4 1 Junction 11 760943 525770 200 2540 45.1' 1 Junction 9 758281 519466 202 2895 0 1 Junction 12 761522 530681 206 2475' O' 1' Junction 8i769140 505592 Page 1 I I Junctions Concentrated Source Junction DB I I I I I I I I I I I I I I I I I 254 2088 0i 260 2094 70.5 264 2160 115.6! 266 2164 0 268 2175 0~ 270 2172 90.6 272 2170 276 2080 298 2270 302 2320 308 2071 324 2070 340 1932 [3 ELEVATION DEMAND PATTERN DESCRIPTION' PRES_ZONE X Y SYM_SIZE PHASE 208 2850 0 I Junction 12 759253 532469 300 Existin¢. 210 2895 0 1 Junction 12 761338 531306 300 Existin¢ 212 3000 112.8 1 Junction 13 759936 533788 300 Existing 214 2104 387.7 1 Junction 5 743930 501056 300 Existing 216' 2130' 141' 1 Junction 5 745222 496961 300 Existio 218! 2124 84.6 1' Junction 5~ 740279 500439 300 Existing 222 1987 O; 1 Junction 3' 714939 522037 300 Existin( 232j 1990' 28.2 1' Junction 3 718297 531320 300 Existing 234 1985 335.3' I Junction 3 716006 529283 300 Existing 236 2010 42.3 1 Junction 4 721242 529353 300 Existin 238 1969 50.8 1 Junction 3 710744 529283 300 Existin 240 1947 Oi I Junction 3' 705440 535537 300 Existin 242~ 1980 0i 1 Junction 3~ 716009 531954 300 Existing 244 1990~ 0i 1 Junction- 3 717820[ 530896~ 300 Existing 246 1995 49~ 1 Junction 3 718638 526693' 300 Existing 3 716009 526693 300 Existing 248 1987 59.7 1 Junction 1 Junction 4j 741988 505870 300 Existing 1 Junction 4 741836~ 503783 300 Existin( I Junction 300 Existing 1 Junction 5 760439 492789 300 Existin I Junction 5 759760 494213 300 Existing 50.8 1 ' Junction- 54 758522' 495422' 300 Existing 0 1 Junction 4 742404 510106 300 Existin.( 42.3 1 Junction 6 748016 487431 300 Existin( 14.1 1 Junction 7 748016 484131 300 Existing 0 ~ Junction 4 732057 509706 300 Existing 84.6 Junction 4 733320 508734 300 Existing 33.8 Junction 3 698156 530755 300 Existing 342 1942 0 1 Junction 3 699620 530755 300 Existing 344 2640 0 1 Junction 10 764466 519274 300 Existin( 348] 2700 0 1~ Junction "764466 522120 300 Existin 352 2660 0 I Junction 10 764466 520320 300 Existing 356[ 2250 7 1 Junction- 6~ 757708TM482620 300. Existin( 358, 2226 O! 1 Junction 6 758165 484438 300 Existing 360 2228' 0i 11 Junction 6 757698' 483997 300 Existin 364 2120 0 1 Junction 5' 750799 492914 300 Existing 366 1980 0 1 Junction 3 712468 523235 300 Existing 398 1976 32.5 1 Junction 3 714096. 531936 300 Ex~stin.( 400 1994 20.9 1 Junction 3 718342 529283 300 Existing 402 1956 55 1 Junction 3 705440 529283 300 Existin( 404 1945 0 1 ~ Junction 3 705359i 538332 300 Existing 406 1995 0 1 Junction 3 7186391527996 300 Existing 410 1967 20.3 ' Junction 3 710674 5318471 300 Existing 412 1981 44.9 ' Junction 3 713463 526686 300 Existing 414 2260 0 Junction 6 750197 487441 300 Existing 416 2450 0 Junction 8 763584 508655 300 Existing 420 2300 29.7 1 Junction 6 763739 495366 300 Existing 422 2305 57.5f 1 Junction 6 763728 496271 300 Existing Page 2 I I Junctions Concentrated Source Junction DB I I I I I I I I I I I I I I I I I ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE X Y SYM SIZE PHASE 424 2280 62.,I 1 Junction 6 766359 492737 300 Existing 428 2270 46.3 1 Junction 6 763759 493978 300 Existin(. 434 2430 42.3 1 Junction 8 768732 501278 300 Existin(. 436 2445 131.2 1 Junction 8 771367 501278 300 Existing 440 2320 O 1 Junction 7 769175 490445 300 Existin( 442 2417 0 1 Junction 8 768686 500057 300 Existing 4441 2310 34.8 1 J unction 448 2318- 0 1- Junction 7 768754490928 454[ 2586- 0 1 Junction 9 768450- 513605 456 2699 0 1 Junction? 10 777966 513510 462 25001 0 1 Junctionj 9 767473 508601 464 2260~ 14.1~ 1= Junction~ 6- 753730 485647 · 468 2895 0 1 Junction 12 760522 532603 470 214~ 1411 1T Junction: i I ~ ~ 5~ 749262 493612 502 2560 17.7 1 Junction 9 771422 509818 504 2600 26.5 I Junction 10 771475 511924 506 2630] 17.7 1' Junction ! 5101 2390! 0 1', Junctionl 512 2520 0 I Junction~ 514 2415 41.3 1 Junction; 516 1942 25.4' 1 Junction 518 1935 24.5 1 Junction, 520 1935 25.4 I Junction 522~ 1942 16.9r 1 Junction 524 1960 33.8 I Junction 526 1947 50.8 I Junction 528 1948 50.8 i Junction ! 530' 1960' 42.3 I Junction~ 532 1960 42.3 I t Junction 534 1970 42.3 1 Junction I 536 1963 45.1 1 Junction 538 1970 11.3 1 Junction 6 766137 493953 10'771397 513764 7 763663'504581 9 768510 508554 7 766063 504578 3 705356 539757 ~702449 539730 3 702435 537094 3 702503 534445 3'710686 536946 3 705394 537108 3705440 534512 3 709001 540431 3 711621 537914 3 714614 535772 3 710700 534521 3 713175 534550 300 Existin( 300 Existin 300 Existing 300 Existing 300 Existin 300 Existin 300 Existing 300 Existin 300- Existing 300 Proposed 300 Existin 300 Existing 300 Existing 300 Existing 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 540 1933 31 1 Junction~ 3j699595 5344164 300] Proposed 542 1940 27.1 I Junctionlj 3 699635_ 531755~j 300~ Proposed.. 544 1950~ 33.81 1-- Junction` 3 700416 529235 300] Proposed 546! 1960 46.2 1 Junction 3 705442 525974 300 Proposed 548 1965 51.3 1 Junction 3 708145 526594 300 Proposed 550' 1973 34.8 1 Junction 3; 710768 526634 552T 1960 0 554 1951 64.6 556 1964 59.2 558 1960 37.2 560 1981 31 562 1983 0 564 1985 51.9 566 1987 0 568 1991 48.2 570 1995 17.2 572: 2004 42.9 Junction 3 7054274526554 Junction 3t705440 531807 Junction_ 3 708122~529283 Junction 3 708069 531861 Junction 3 710808 524020 Junction 3 712448 524020 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed Junction 3 713494 524040 300 Proposed Junction 3 714857 524096 300 Proposed Junction 3 716056 524040 300 Proposed Junction, 3 717479 520075 300 Proposed Junction 4 721375 526648 300 Proposed Page 3 I I Junctions Concentrated Source Junction DB I I I I I I I I I I I I I I I I ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE X Y 574 2005 92.8 JuncUon 4 721339 524151 576 2012 78.9 Junction 4 721375 518789 578; 2010 42.6 Junction 4 725162 524151 5801 2015 64.8 1 Junction 4 726632 522719 5821 2025 172 1 Junction 4 726632 518863 5841 2012 149.4 1i Junction 4 726595 524775 5861 2020 78.9 Junction 4 726595 528778 588i 2030 98.7 1 JuncUon 4 730051 521874 590! 2035 56.4 1 JuncUon 4T 730639 518899 592~J 3100 0 ~ Junction 14 763948 535724 594 2750 253.8 ' Juncaon 11754461 534875 5961 2650' - - 10~751061535249 253.8 ~ Junc§on 598! 2550. 281.8 1_ JuncUon 9'747491~ 534705! 6001 2450 14' Junc~on 8 743683 534502 6021 2800 0 Junction 11 762280 528534 SYM_SIZE PHASE 300 Proposed 300 Proposed 300 Proposed 300 Existin, 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300~ Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 604 2600 45.1 1~ Junctioni 10~ 758291_522489~ 300 Proposed 606, 2800 70.5 1 Junction' 11763591 528396 300 Proposed 608 2900 0 Junction' 12~767771 ' 5288191 3007 Proposed Junction 11 765938 526941 300 Proposed 610 2780 70.5 612 2760 0 Junction 614 2760 0 Junction 616' 2040 56.4 Junction 618. 2060 98.7 Junc~on 620! 2750 214.3 1 Junction 622i 2700 0 I Junction 624 2730 O~ I JuncUon 6261 2660 57.8~ 1 Junction 628[ 2640 125.5 630 2700 70.5 632! 2760 70.5 634 2660! 84.6 636! 2640 70.5 11 768611 524220 11768881 524462 4 733416 518949 4 738589 514448 11 771006 521714 10~774025 516113 11776212 516138 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 10771335 516088 300' Proposed Junction 10 769072 516013 Junction 11 769510 518947 Junction 11 766381 522664 Junction 10 766382 518926 Junction 10 764486 518950 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 638~ 2680' 225.6 1~ Junction 101761078' 523874 300 Proposed - 640~ 2580~ 1128 I Junction- 9~761078t519052 300 Proposed 642i 2620] 3319[ 1] Junction 101766398]516154 300 Proposed 644 2580 73.4 1 Junction 9~ 763585~ 516233 300 Proposec 6461 2540 39.5 I Junction 9i761048 ~516642j 300 Proposed 648 2500 51.5 I Junction 9758301 5168401 300 Proposed 650 2440 135.4 I Junction 652 654 656 658 660 662 664 666r 668 670 2540 0 Junction 2480 115 ~ Junction 2580 0 · Junction L 2410 55.4 · Junction~ 2540 0 · Junction 2380 0 I Junction 2330 59.3 I Junction 2080 141 1 Junction 2160 102.9 I Junction 2140 0 I Junction 8 758325 514000! 300 Proposed 9 763593 513868i 300 Proposed 8 7605311513507 300 Proposed 9 768482]~ 511948! 300 Proposed 7 763635 506032: 300 Existin 9 768654 509313 300 Existing 7'758429 510106 300 Proposed 7 757072 508566 300 Proposed 4 743090 510685 300 Prooosed 5~747098'512384 300 Proposed 5 746734 511322 3001Prooosea Page 4 I I Concentrated Source Junction DB Junctions ID ELEVATION DEMAND PATTERN DESCRIPTION PRES ZONE X Y 510170 672' 2110~ 112.8 1 Junction - 5 746461 SYM_SIZE PHASE I I I I I I I I I I I I I I I I I 300 Proposea 674 2300 141 1 Junction 6 752850 512488 676 2220 42.3 1 Junction 6 750465 509919 678' 2140 28.2, 1 Junction 5 748101 508622 680- 2190 84.6 1 Junction 5 750519 508555 682 2260 129.~ 1 Junction 6 753081 508622 684- 2300 112.8 1 Junction 6 755255 508639 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 686 2160 28.2~ 1' Junction 5 750591' 505558 300 Proposed (~8- 2200 31.71 I Junction 5 752330 504488 300 Proposed 690' 2240 146.6 I Junction 6 753900~505680 300 Proposed 692 2130 19.41 I Junction 5p751076~503313 300 Proposed 694~ 2120~ 0' 1 Junction 5 750439 502373 300 Proposed 696 2250! 38.9~ I Junction 6' 755783~503253 300 Proposed 698, 2320 22.64 1. Junction 7 758395 506044 300 Proposed 700 2290 49.4 I Junction 6 758425 503344 300 Proposed 702 2298~ 0' 1~ Junction 6' 758430' 502611 300 Proposed 704~ 2370 46 4 I Junction 7 763653 503683 300 Proposed 706[ - ~ . 2440 41.3 1 Junction 8 7687741503318 300 Proposed 708~ 2240 43.6 1'. Junction 6 760320,495374 300 Proposed 710 2180 60.6 1 Junction 5 763011 490190 300 Proposed 712~ 2080' 169.2' 1~, Junction' 4 735014 508041 300 Proposed 714~ 2090 169.2 1, Junction 4 734875 503377 300 Existing 716' 2120 141 1. Junction 5 741102 499096 300 Proposed 718 2160' 70.5 1. Junction 5 740378 496496 300 Proposed 720', 2150 211.5 1 Junction 5 745233;495596 300 Proposed 7221 2180 163.5 I Junction 5 745239!492670 300 Proposed 724; 2195 0 1'~ Junction' 5 758505 484793 300 Proposed 726j 2440 33.8 11 Junction 8 752954~, 477498 300 Proposed 762 2010 0 11 Junction 4 721357 521512 300 Proposed 7881 2120 ~ 1 Junction 5 750790 494100 150 Existing 79OI 2140 0 1 Junction 5 753033 496002 300 Existing 792[ 2140 0 1 Junction 5 753962,496804 150 Proposed 800 0 1 Junction 5 757198 496516 150 Proposed 8021 2172 0' 1[ Junction~ 5 760552! 494520 150 Proposed 810 2140- 0' 1~ Junction~ 5 750593r492250 300' Existing ~ 1220~11 2700 100.~~ 1! Junction- 11 773686!516128 300' Proposed 82~4] 2897j 0~ 1~ Junctlo' n' 12 767226 528976 300' Proposed .... ~28f 2900 56 4 1~ Junction- 12~ 767862~ 527721 3001 Proposed 832 2172 0 11 Junction' 5 760889 493929 150' Existing 834T 2110~ 0~ li Junction 5 749169 501622 300 Existing 836 21001 01 11 Junction 4 747658 503413 300 Proposed 842~ 2120 0 I Junction~ 5 750091' 500270 844 21301 O[ 1 JunctonI 5 751307 499306 854-- 22201 649.51~ 1 Junctioni 6 758554 498105 860 2311~ 0 1 Junction 6 758694 503970 864_ 22001, . 42.3' 1i Junction_ 5 749877 510097 866l 2300 0 I Junctio~ 6' 754343 509880 8~81 2200' 10.6 Junction 5 752745 504803 876~ 2100i 0 Junction 4 747758 504634 300 Proposed 300 Prooosed 300 Prooosed 300 Pronosed 300 Proposed 300 Proposed 300 Proposed 300 Proposed Page 5 I I Junctions Concentrated Source Junction DB I I I I I I I I I I I I I I I I I ID ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE X Y SYM SIZE PHASE 884 2130 0 Junction 5 751377 500282 300 Proposed 886: 2298 0 1 Junction 6 759342 503001 300 Proposed 890, 2300 54.4 I Junction 6 755922 507519 300 Proposed 892! 2410 61.8 1' Junction 7 758408 510906 300 Proposed 894 2400 95.2 I Junction 7 756613 512547 300 Existing 896 2300 35.3 1 Junction 6 754482 510887 300 Proposed 898 2416 63.5 1 Junction 7 758392 511506 300 Proposed 900 2416 36.4 1 Junction 8 759485 510127 300 Proposed 904 2490 51.5 I Junction 9 758306~516258 300 Proposed 906 2490 0T I Junction 9 ~, 7688111 507757 300'~ Proposed 908' 2500 49 3 1 Junction 91761246i 514145 300 Proposed 910~ 2490 0 1 Junction 91766044 509361 300 Proposed 912~ 2490 0~ 1: Junction 9! 7668521 509346 300 Propose¢ 916 2600 33 1 Junction 10 764793 516199 300 Proposed 918 2600 8.8 I Junction 10~768798 513501 300' Existingl 920 2590 8.8 1 Junction 9 771463 511444 300 Existing 922 2500 35.3~ 1 Junction 9 771852 505383 924' 2600 112,8 I Junction 10 761078 520415 926 2700 0' 1 Junction' 11760473 525516 928' 2595 O1 1: Junction 932 2490 0 11 Junction 936 2200 43,6 1 Junction 938 2190 14. O I Junction 940 2206 0 1 Junction 942 2200 7 1 Junction 944 2206 7.1 1 Junction 946 2380: 28.2 1 Junction 948 2206 0 I Junction 950 2320 14.1 I Junction 951 2508 4960 ~ Junction 952 226(3 7.1 ~ J unction 9~6 3225 0 ~ J unction 958 3225 70 " J unction 960 2508 0 J unction 962 2508 0 1 Junction 9 745740 534613 964~ 2595 0 I 300 Proposed 300 Proposed 300 Prooosed 10 758283 521896 300 Existing 8 766875 508609 300 Existing 5-759710-495390 300 Prooosed 5 755097 486796 300 Prooosed 6 754826 486568 300 Proposed 5 751165 488976 300 Prooosed 6 750928 488602 300 Prooosed 7 746060 482886 300 Existing 51762051 481583 300 Prooosed 7 747664 483907 300 Existing 9] 772363 506968 300 Prooosed 6 757642 481916 300 Proposed 15 764568 535618 300 Existin, 15 765258 534293 300 Proposed 9 746221 534637 300 Proposed 300 Proposed 96~ 2595' 0 1 -968~ 2700 0j 1 970- 2700 0 1 972 2805 974 3015 976 2897 978 2897 980 3107 982 3107 Junc~on' 10'748942 534926: 300 Proposed Junction 10 749482 535009 Junction 11 752259 535117 Junction 11 75275515350631 127760601 529286 14r762235'534164 12 761121 530716 12 760975 530304 14 763900 536595 14 762993 536681 169,2 I Junction 85 1 Junction 0 I Junction 0 1 Junction 0 1 Junction 70 1 Junction 300 Proposed 300 Prooosed 300 Proposed 300~ Proposed 300 Existing 300 Existing 300 Proposed 300 Proposed 300 Proposea 300 Proposed 300' Proposed 300 Proposed 300 Proposed 984 2897 0 1' Junction 12 767324 529542 ~ ' 12 766320 529648 986 2897 60 1 Junction 988 2691 01 ~ Junction 10 776556 514076 990 2691 1710 ~ Junction 10 775944 513309 Page 6 I I I I I I I I i Concentrated Source Junction DB ID i ELEVATIONi DEMANDiPA~-I-ERNIDESCRIPTION;: , PRES_ZONE 9921 2897 0! 11 Junction~ 994i 2897, 4351 11 Junction' 998i 2490 O! 11 Junction 10041 2~84 1660l 11 J~[i0ni ~l 2508: 0i lj ~u,ct, onl ~0441 2~98: O! 11 juncti~ni 10461 2298! 80~0! li Junctionl 1048[ 2415:i 20.7i' 1~ Junctoni: ~ 10501 2440i 0!, 11, Junctionj XI Y i sYM'SIZE PHASE 12 762084j 5313631 300 ProPosed 12 762715[ 5305381 300 Proposed 9 770948 505685~ 300~ Existing 9, 7669481 512866[ 300 Existing 9; 7714131 ~06924! 300~I Proposed 6; 7602201502784 300i P~oposed 61 760460 501819 3001 P~oposed 7~7661151503885! 300! P~opo~ed 8 76§440 503090 3cci Proposed 1!1001 i 23081 53.5, 1 Junctionj 6i'/63752 49751~ 3001Pr0p~ed 111021 23081 Oi 1 JunctionI 61764~46 495364i 300[ ProPosed 11106[ 2400 0; 1t Junct on: ~[~7032i 499600i 300l ~roposed Proposed~ ~ - + ~ T '~ i ~ 10T~ 2330 0~ 1;~ Junction! 7~ 747589 484732 300! -'~ 1112! 2330 90~ ~ J~nction~ 7i 746~05- 4844'/3 ~00~ Prop0s~d ~11i4 2200 1851 1 Junction 5 750569 490001~ 300 Proposed 111161 2200 0! 1~ Junction 11124j 2040 11126~ 2040 ~fi281 i 2too 111301 2130 11132! 2230 5~ 763130 487560 3001 Proposed 0] ~i Junction 4i734118 518391 300 Proposed 2880! i Juncton 41733~09 5~7656 300 Proposed O: 11 Junction 4!749226i503617 300 Proposed 0 1 J~n~ti~n 5i 752~5~i 498~01 150 Existing 0 1 Junction 6i 768990i 485009 300 Existing I I I I I I I I I I Page 7 I I Concentrated Source Tank DB Concentrated Source - Scenario 2, Node Database I I I I I I I I I I I I I I I I I Tanks ID ELEVATION NEI DESCRIPTION X Y SYM_SIZE PHASE 1146 2100 3 Tank1747715 505829 300 Proposed 1000 2130 3' Tank 753534 499901 400 Existing 1216 2180 31 Tanki731710 517860 150~ Proposed 1022 2298 5 Tank 761303 494908 150 Proposed 1112 2298 5 Tank 750728 495437 150 Exisbn( 1114 2298 51 Tank, 754833 497674 150 Proposed 1122 2298 5 Tank 757220' 497575 150' Proposed 1136 2298 5~ Tank~ 761364 493791 150- Existing 1138 2298~ 5 Tank1761068 502574 400 Proposed 1154 2298 5 ~ Tankf751377' 501286 3004 Proposed 1220 2298+ 5~ Tank1752933- 499001 150~ Existin 1178 2308i 5~ Tanki752092 499315__ 150, Existing 1208 2308J 5 Tan~758574 493797 150 Proposed 1218 2320 5 Tank 749190 504941 300 Proposed 1186 2340 51 Tank 747229-485240 400' Existing 1002 2403 6i Tank 771353 499597 400 Existing 1168 2413- 6: Tank 759749 501702 150 Proposed 1200- 2426 6; Tank 749193 488991 150 Proposed 1'140 2508 7' Tank'771499 507988 400 Proposed 1162- 2531 7, Tank 756491 504688 150 Proposed 1188 2531 7 Tank 755987 481640 150 Proposed 1008 2701 9~ Tank 777059 513504 400 Existing 1156' 2711' 9] Tank 770414 508190 150 Proposed 1160 2802' 10 Tank 775677 514926 150 Proposed 1010 2897 11~ Tank 762623 532016 400 Existin(. 1132 2897 11 Tank 767447 530253 400 Proposed 1174' 2907 11 Tank 778863 512483 150 Proposed 1196 2920 11: TankT766906 513592 150 Proposed 1176 3012, 12 Tank 768367 529764 150 Proposed 1192 3107; 13 Tank 763851'537474- 400 Proposed 1172 3117 13 Tank 762119 532777 150 Proposed 1194- 3340 15 Tan~ 765337 5370231 150 ProDosed Page 8 Concentrated Source Pipe DB Concentrated Source - Scenario 2. Link Database I I I I I I I I I I I I I I I I Pipes ID 3 5 7 9 11 13 FM ND.TO ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 4 6 12 5855 130 No Pipe Existing. 470 4 12 3100 130~ No Pipe Existin~ 790 12 12~ 28601 1307 No PipeT Existim 12, 14 12' 5130 130t No Pipe' Existin! 10! 16 12 4952 130 NoI Pipe Existin 18 724 12j~ 8400 130' No Pipe Existin 47' 11116 20 12 1966 130 NOeL Pipe Existing 51 44 40- 8' 2640 130 No Pipe Existin 53 44 46 8T 2640 130 No Pipe Existin 55 50 48 12 1320 130 No Pipe Existin 57 48i 46 12 2800~ 130~ No Pipe Existing ' 12~ 61 38 50 12~ 2640 130~ NoI Pipe Existing 63' 58~ 40' 12~ 2640 130' No Pipe Existin( 73 424 62 8 2600 130 No Pipe Existing 75 62i 124 8 3771 130 No Pipe Existing 77 124 122 12 1457 t30 No Pipe Existing 79 66 448 12 1980 130 No Pipe Existin( 81 66, 64 12 2561 130 No Pipe Existing 83 64, 122 12 2600 130 No Pipe Existin 85 64 62 8' 1755 130 No Pipe Existin! 89 922 104 12 2276 130 No Pipe Existing. 91 88~ 102 16. 6251 130 No Pipe Existin.~ 95 84 502 8 2637 130 No Pipe Existing 97 162 948 8 3780 130: No Pipe Existing1 99 74 68 16 2646 130 No Pipe Existin! [ 101 74 72 8 1421 130i No Pipe Existin( 103 78 82 6 5076 130 No. Pipe Existing 105t 80 78 8 2636 1301 No Pipe Existin 107 84 80 6 5070 1301 No. Pipe Existin 109 84 906 24 2056 130 No! Pipe Existing 113 108 90 8 1150 130 No Pipe Existin 115 110 108 12~ 800 130 No: Pipe Existin 117_ 8~ 821 24 26~4] 130 No', Pipel Existin 119 82 118 24 257 130 No~ Pipe Existin 121 38 40 12 2350 130 No Pipe Existin< 137. 74 126 16i 5100. 130: No: Pipe Existin( 145 506 504 8j 1841 130 No Pipe Existin 153 8, 12 12 2717~ 130 No Pipe Existin< 155 1041 88 16 4413 130 No Pipe Existin 157 161 20 16 5238~ 1301 No' Pipe' Existin 161 50! 44 8 2320 130 No Pipe Existin! 163 ', 58i 184 12 2652 130 No P pe Existin! 165i 440, 1841 12 1240 130 No Pipe Existin 171 [ ~ 11106~ 120 16 50' 130 No Pipe: Existin 175! 184~ 44 8 1793 130 No P'pel Existir 1771 11132 58' 16+, 2582[ 130 No~ Pipei Existir Page 9 Concentrated Source Pipe DB I I I I I I I I I I I I I I I I I Pipes ID FM ND TO_ND DIAMETER LENGTH ROUGHNESS, CHKVLV DESCRIPTION PHASE 193 -454 34 24 2617 130 No Pipe' Existing 207 456 98 16 2640 130 No Piee Existing 209 98 96 16 1045 130 No Pipe Existinc~ 211 198~ 612 24 8550 130 No Pipe Existinc. 213 604 926 12 4900 130 No Piee Existing 215' 198~ 602 24~ 3200~ 130 No Pipe Existing 217 1008 988 16! 50 130/ No Pice Existing 221 1000 1178 8 100 130 No PiPe Existing 227 9981 206 16 890 130 No PiPe Existing 229 206 90 24! 1607 130 No Pipe Existing 231 2021 992 24 50i 130 No Pipe Existing 233 202 208 16~ 2591 130 No Pipe Existing 235- 468' 212 12 2591 130 No Pipe Existing 237 218 214 12l 3620i 1301 No Pipe1 Ex~st~ng 239 716 216 12 4800 130 NoJ Pipe Ex~st~ng 241 214 2 12 5500 130 No C~ipe Existin~ 243 214 216 12~ 4235 130 No Pipe Existin~ 245 216 4 12 123' 130[ No Pipe Existin, 255 222 366' 8 3000- 130 No Pipe- Existing 259 232 236 8 6000 130 No Pipe, Existing 261 234 238 81 5280 130 No Pipe~ Existing 263- 554' 528 8 2705 130 No Pipe Existing 265 232 244 8 1000 130 No Pipe Existinc~ 267~ 244 242~ 87 1936 130r No Pipe' Existing 269 400 234 12 2464 130 No Pipe,~ Existing 271 234 248 8 2640 130 No Pipe: Existing 273 248 246 8 2640 130 No Pipe Existing 279 260 254' 8' 2050 130 No Pipe Existing 285 268 266 8 1650 130 No Pipe Existinc~ 287 270 268 8 1700 130[ Noi Pipe Existing 289 270 272 8 900 130 No Pipe Existing 297 264' 272- 8~ 1200~ 130 No Pipe Existin~ 299 264[ 266 ~1~ 1850 130 Not Pipe Existin, 313- 298 302 8 3350 130- No P~pe Existir --353 340! 342 8 1600 130 No PiPe Existing 363[ 308i 324 8~1 1182 130 No Pipe Existing 369 344 352 6 1180 130~ No Pipe Existing 371 352 348 6 1800 130 No Pipe Existing 373 8 942 12 2740 130 No Pipe Existing 381 358' 360~ 8 850 130 No Pipe Existinc 385 810~ 364 16~ 350 130 No Pipe Existing 397 242 234~ 8 2640 130 No Pipe Existing 399 242 398 81 1760 130 No Pipe Existing 401 244' 400~ 81 1760 130 No Pipe Existinc~ 403 556 402 8 i 2682 130 No Pipe Existing 405 240 526 81 1572 130 No Pipe Existing 4071 400 406', 8l 1580 130 No Pipe~ Existing Page 10 I I Pioes Concentrated Source Pipe DB I I I I I I I I I I I I I I I I I ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 409 406 246 8 1230 130 No Pipe Existin~ 411 238 410 8 2540 130 413 248 412 8 2640 130 415 442 122 12 4500 130 No 417 414 298 8 2187 130r No 419~ 512 462 8 2000 130 No 427 66 424 8 2640 130 No 433j 444 428 8. 2640 130~ No 437 428 420 12 1320 130 No 441 440 58~ 16 2640~ 130 NoI 443] gO 512J 8] 1320 130 NO 4451 84 6561 81 2640 130: NOi 447 706 108~ 12[ 2030 t30 No 449~ 434 436 8 2500 130 No 453 120 440 16 10000 130 No 455 440 188 16' 50 130 No 457 434 442 12 50 130 No 459] 48 428 8~ 2200 130 No 461 424 46 8 50 130 No 466 940 464 8' 1431 130 No 470 932 416 8 3500 130 No 472 8 810 12 2250 130 490 502 88 12 2707 130 492 502 920 8 1627 130 494 918 506 8 2612 130 498 416 658 8 3960 130 500 512 660 8 1240 130 502 510 514 8 2640 130 504 526 404 8 1225 130 506 528 240 8 1024 130 No] Pipe Existin! 508 402 554 8 2525 130: No Pipe Existin~ 510J 238 556 8 2637~ 130, No:r Pipe Existin 512 602 202 24 2400 130 No~ Pipe Existing 514 928] 200 12 2700 130 Nol Pipe Existin 516J 34 612J 24 8000 130i Noi Pipe Existin! 5'J8~ 656t 82 8 50 130 No'~ Pipe Existin! 520~ 658- 510' 8 1452 130 NoI PiPe Existin~ 522 660 84 8 50 130 No PiPe Existin 524 434 706 12 2030 130' No PiPe Existing 526 218 716 12 1600 130 No Pipe Existir 528 724 16 12 3733 130 No Pipe Existing 530 526 524 8 5350 130 No Pipe Proposed 532 528 536 8 5250 130 No Pipe Proposed 534 i 524 536 8 2425 130 No Pipe Prooosed 536J 536~, 410 8 2675 130 No Pipe Proposed 53814 5541 558 8' 2630 130 No Pipe Proposed 5401 5581 410 ;! 2600 130 No Pipe Proposed No Pipe Existin~ No PiPe Existin~ PiPe Existing Pipe Existin~ PiPe Existi~ PiPe Existi~ Pipe Existi[~ Pipe Existin Pipe Existin Pipe Existin Pipe Existin Pipe Existin! Pipe Existin! Pipe Existin~ Pipe Existin~ Pipe Existin Pipe Existing Pipe Existin Pipe Existin! Pipe Existin No PiPe Existing No Pioe Existing No Pipe Existing No Pioe Existin! No Pioe Existin! No PiPe Existin! No Pipe Existin! No Pipe Existin, Page 11 I I Concentrated Source Pipe DB I I I I I I I I I I I I I I I I I pes . ID FM ND'TO ND DIAMETER LENGTH RQUGHNESS 542 -558 -556 8 2575 130 544' 516 404 8 1425 130 546 516" 518 8 2900' 130 ¢8~ 518 520~ 8 26301 130 501 520 526~ 8! 2950 130 8 2650 130 CHKVLV DESCRIPTION PHASE No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed 552 520~ 522 554 522 528~ 81 2930, 130', No. Pipe Proposed 556 540 522 8 2900 130 No Pipe F~roDosed 558- 540 542~ 8~ 2660 130 No Pipe Proposed 560 542 554 8:, 5800 130 No Pipe Proposed 562 542 342 8' 1000 130' No Pipe~ Proposed 564 342 5441 8~ 1720 130 No Pipe Proposed 566 544 402 8, 5025 130 No Pipe'. Proposed 568 544 546' 8 6150 130 No Pipe Proposed 570 402 552' 8~ 2730 130 No PiPe Proposed 8i 2720 130 No Pipe Proposed 8 2690 130 No Pipe Proposed 572 552 5481 574 556 5481 576 548 5501 578 238 5501 5~0i 536 5821 538 242! 5841 410 398! 586i 524~ 532 588! 530: 532 590i 5341 532 ~92i 550[ 412 594! 400~ 236 596i 2461 572: 598i 550! 5601 600! 4121 564i 6021 2481 568i 6041 560 562i 606; 562 608 564 566 6101 566] 5681 8 2625 130 No Pipe Proposed 8~ 2650 130 No Pipe Proposed 84 2475 130 No Pipe Proposed 8~ 3940 130 No Pipe Proposed 8 3425 130 No Pipe Proposed 12' 1345 130 No Pipe Proposed 121 3630 130 No Pipe Proposed 12! 3680 130 No Pipe Proposed 2695 130 No Pipe Proposed 8 121 2900 130 No Pipe_ Proposed 8 2740 130 No Pipe Proposed 8 2615 130 No Pipe~ Proposed 8 2650 130 No Pipe Proposed 12 2650 130 No Pipe Proposed 8 1640 130 No Pipe Proposed '612~ 562' 366 8 785 614 '5661 222 8 2400 130 No 6161 568~ 5704 12+ 4340 130' No 618~ 5701 576~ 12 4300~ 130_ No 620~ 568 574, 12 5280 130 Noi 6221 5721 5741 624i 762 576~ 626: 574 578! 628 5~8 58~i 630 580i 582~ 1045' 130 No' Pipe Proposed 1620 130 No PiDe~ Proposed 945 130 No Pipe Proposed 130 No Pipe~Proposed 8 2500 130 No~ 8 2720 130 No 12, 3820 130 No 12 2050 130 No 16' 3850 130 No 632 576 582 16' 5260 634 236 584 16 7040 Pipe Proposed Ptpe~ Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed PiPe Proposed Pipe Proposed Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed Page 12 I I Pipes Concentrated Source Pipe DB I I I I I I I I I I I I I I I I I ID 'FM_ND TO_ND DIAMETER LENGTH ROUGHNESS"CHKVLV DESCRIPTIONT PHASE 636' 584 586 12 4000 130 No Pipe Proposed 638' 584 588: 20 4510 130 No Pipe_ Proposed 640', 582 590 20 4000- 130 No Pipe Proposed 6427 5881 616~ 20 4460 130- No Pipe[Proposed 644! 590~ 616~ 20T 2780~ 130' Nor PipeT.~ Proposed 646 974 592 16! 2317 130 o~N Pipe Proposed 648[ 208 594 16' 5360 130 No PipeI Proposed 650 594 970 16; 1950 130 No Pipe Proposed 652' 596~ 966 16 1840' 130' No Pipe Proposed 654! 962 600 12 2400 130 No PipejProposed 656 610 824 16 2800 130 No Pipe I Proposed 658 610T 606 12' 2760 130~ NoL Pipe Prooosed '660i 6'~ 44 6107 ~ 4000 130/ No ~ Pipei Proposed 662 614 6201 16 4680 130 No~ Pipe~ Proposed ~64: 620 6221 24 8110i 1301 No[ Pipel Proposed 666~ 622 624 24 2180 130 No~ Pipe; Proposed 670' 624 456 24 3100 130 No Pipe Proposed 672* 626 822 16 2350 130 No Pipe Proposed 674~ 626 628 12 2260 130 No Pipe Prooosed 6761 626 630 12 4629 130 No Pipe Proposed ~78i 634 630 12~ 3128~ 130 No~ Pipe' Proposed 680 634 348 12 4312 130~ No~ Pipe Proposed 682 636 634 1:2 1897 130 No Pioe Existing 684 636 344 8~ 325 130 No Pipe Existing 686 924 636 12I 4015 130 No Pipe Proposed 688 638 924 12 3459i 130 No Pipe Existing 694 640 646 12 2400 130 No Pipe Proposed 696 646 644 16' 2630 130 No Pipe Prooosed 698~ 634 642 12 2770 130 No Pipe Existin.c 700 916 642 81 1606 130 No Pipe Proposed 702 642 628 12 2680 130, No~ Pipe Proposed 7041 644- 652 16/ 2360i 130~ No~ Pipet Proposed 706 646' 648' 121 2750~ 130i No PipeProposed 708 904 650 12 2258 130 No PiPe Proposed 710 898 650 12 ~ 2495 i 130 No Pipe Proposed 712 898 654 12~ 2929! 130 No Pipe Proposed 714 644 908 12 3135~ 130 No Pipe Proposed 716 652 656 16 6800~ t30 No Pipe Proposed '718 900 910~ 12~ 7169r 130 No Pipe Proposed 720 .... 510] 704L~ 8o~ 898 130 No Pipe Proposed 722 1048 706 12_ 3895 130 No' Pipe Proposed 724~ 704 698~ 12 5764 130 No Pipe Proposed 728 700' 702 20' 500' 130' No Pipe Proposed 730! 698 664 16 3020 130 No Pipe Proposed 732 664 662 8 2080 130' No Pioe ProDosed 734r 684 890 12TL 1303 130 Noi Pipe Proposed 736~ 676 674 12 3640 130 No= Pipe Proposed Page 13 Concentrated Source Pipe DB Piees I I I I I I I I I I I I I I I I ID FM_ND`,TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV~DESCR PT ON PHASE 738 866' 676 12 3879 130 No Pipe Proposed 740 682 684 12 2175 130 No Pipe Proposed 742 690 890 16 2733 130 No Pipe Proposed 744 696 700 16 2640 130 No Pipe Proposed 746 868: 690 12 1500 130 No Pipe Proposed 7~48- 6821 676~ 12 3528. 130_ No Pipe Proposed 750' 676 864 12 613 130 No Pipe Proposed 752 678 680 12 2420 130 No Pipe, Proposed 754 680 686 16 2998 130 No~ Pipe Proposec 756 686' 688 16 2042 130 No~ PipeI Proposed 758 692 688 16 1718 130 No Pipei Proposed 760 694 6921 16j 1130 L 130 No ~ P~pe~ Proposed~ 762 868 696 12 4025 130 No Pipe Proposed 764 - '672 678 ~ 12~ 2250' 130-- No' Pipe' Ex,sting 766 864~ 670i 12~L 3451- 130 Nol Pipei Proposed: 768 672 670' 12 1180 130 No Pipei Proposec 770 670 668 12 1120 130 No Pipe i Proposed 778 618 666 12 5865 130 No Pipei Proposed 780 276 666 8~ 900 130 No Pipe~ Proposed 782 324 712 8 2050 130- No~ Pipel Proposed 784' 712 714 8~ 4670 130 No Pipe! Proposed 786 714 218 16 6175 130 Not P'Pel Proposed 788 254 2 12 600' 130 No Pipe Proposed 790~ 716 718 12~ 2700 130 No~ Pipe ~ Proposed 792~ 718 720 12 5100 130 No Pipe~ Proposed 794i 216 720 12 1360 130 NoI PipeI Proposed 796' 720 722 12 2930 130 No Pipe~Proposed 798 722 470 16 4900 130 No, Pipe Proposed 800~ 12 264 12' 3930 130 No, Pipe Proposed 804 272 936 12 1200 130 No' Pipe' Proposed 806' 708 420 12~ 3419 130 No' Pipe Proposed 808! 266 710- 12 4940 130 No~ Piper Proposed 810 710T 50 81 806 130, NoL Pipe Proposed '81~ 1241 11100 8i 3823~ 130~ No Pipe~ Proposed · 814 11102 62~ 8~ 2803 130' No Pipe Proposed 816 302 356 81 9800 130 No Ppe Proposed 818 952 726 12 8072 130 No Pipe Proposed 820 552 546 8 580 130 No Pipe, Proposed ~22 546 560 8 5710 130 No~ Pipe,. Proposed 858 574 762 8 2640 130 No Pipe i Proposed 898~ 1112 788i 8- 5' 130 No~ Pipe Existing 9001 6 790? 12 2350'~ 130 No~, Pipe' Existing 902 1114 792 16 5i 130- NoI Pipe' Proposed 910 1122 800 16~ 5! 130 No Pipe Proposed 912 1022 802 16 5 130~ No Pipe Proposed 928 810 8 6 2280 130 No Pipe Existin 930 810 470 12 1900 130' No P~pe Ex,stun Page 14 I I Concentrated Source Pipe DB Pipes I I I I I I I I I I I I I I I I I ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 932 952 950 8 10175 130~ No Pipe Existing 934 358 724 8 50 t30 No PiPe Proposed 936 360 356 8 1400 130 No Pipe Existing 952 1132 984 16 50 130 No PiPe Proposec 954 608 828 16 5 130 No Pipe Existin, 958 1136 832 8 51 130 No PiDe Existin, 960 236 5861 12 5400 130 No Pipe Proposed 972 842 834 24 1500 130 No Pipe Existin, 974 834' 694~ 42' 1500' 130 No Pipe Proposed 976 1044' 886 42 501 130 No' Pipe Proposed 978 696 690 12 3100 130 No Pipe Proposed 980 690~ 682' 12 3000 130 No Pipe_ Proposed 982 702~ 854 16 4507~ 130 - No Pipe Proposed -9~4 ~ 860~ 1050 36' 10079 130 No PipeT Proposed 986 1140L~ 1006 24 50 130 No Pipe Proposed -~ 348 638 12 3936 130 No Pipe Proposed ~92 694 886 42 9079 130 No Pipe Proposed 994 680 864 12~ 1670 130 No Pipe Proposed 996 866 684 121 1540 130 No Pipe Proposed 998 674~ 866 81 3005 130 No Pipe Proposed 1000 688 868 121 521 130 No Pipe Proposed -1-006 1146 876 16 5' 130 No Pipe Proposed 1014~ 1154 884 16 5 130 No Pipe, Proposed 1016 1168 702 24 100 130 No' Pipe Proposed 1020 860 698 24 2100 130 No Pipe Proposed 1022 890 664~ 16 1555 130 No Pipe Proposed 1024 662 892~ 12 800 130 No Pipe Proposed 1026 892 894 8 2432 130 No Pipe Proposed 1028 894 896 8 2702 130 No Pipe Proposed 1030 896 664 8 3929 130 No PiPe Proposed 1032 892 898 12 600 130 No PiPe Proposed 1036 900 662i 12' 100' 130 No Pipe Proposed 1038 648 904 12 582 130 No P~pe Proposed 1040 898 900[ 161 17601 130 No P~pe Proposed 1042 904 654 ! 12 ~ 3539 130 No Pipe Existin.( 1044 998 1156 30 ;1001 130' No Pipe Existing ;1050' 908 654 8 959 130- NoL Pipe_ Proposed 1052' 908' 78, 12~ 3026~, 130 No Pipe[ Proposed 1056 912 6601 12 1802 130 No Pipe[ Proposed 1060[ 62611 506 81 2325 130[ Noi Pipe!Proposed '1064i 644 9161 81 1209 130; NoJ Pipe; Proposed 10661 82 9181 8 1056 130, Nol Pipe' Existing 10681 920 5041 8 480 130 No: P~pe Ex~sbng 10701 110 922 12 537 130 No Pipe Existing 1072 1160, 822 24 100[ 130 No Pipe Proposed 1074 924 640 8!, 13631 130 No Pipe Existing 1076 632, 614 12 4311 130, No Pipe Proposed Page 15 I I I I I I I I I I I I I I I I I I I Concentrated Source Pipe DB Pipes ID -FM_ND TO_ND DIAMETER LENGTH ROUGHNESS 1082 1162 860 24 100 130 No 1092, 912 910 8 100 130 No 1096 906 90 24 590 130 No 1104 1172 210 16 100 130 No 1106 210 468 16 100 130 No 1108' 1174 456 24 100 130 No 1110~ 1176 608i 24~ 100 130 No 1114 1178' 6 36 100 130 No 1116 8 10 12 1095~ 130 No 1118 936r 7084 8 100 130 No 1120 414F 464' 8' 3963 130 No 1122' 464 360 81 4297 130 No 1124 16' 938 8' 1084' 130 No ;I 126 938 940 8 354 130 No '~128 944 414 8 1372 130 No 1132 356 162' 8 5227 130 1136 844 6 36 1582 130 1138 710 11116 12 2633 130 No 11421 946 950 8 1901 130 No 1144 948 18 8 797 130 No 1146 948 360 8, 4978 130 No 1154 '1110 302 8! 50 130 No~ 1158 1188 952 8~ 100 130 No 1162j 1192 980 12 50[ 130 No 1164 1194 95~ 12 100 130 No 1166 956 95~ 8 2000' 130 No 1168 598 9601 12 1500~ 130 No 1172 964 598~ 16 1830 130 No CHKVLV DESCRIPTION PHASE Pipe Existin§ Pipe ' ProposeC Pipe, ProposeC Pipe, ProposeC Pipe Proposed Pipe Proposed PiPe Proposed PiPe Existing Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Existing Pipe Existing Pipe Existing No Pipe Existing No' Pipe Proposed Pipe Proposed Pipe Existing Pipe Existing Pipe Existing Pipe Existing Pipe Proposed PiPe Proposed PiPe ProDosed Pipe Existing Pipe Proposed Pipe Proposed 1176 968 596 16 1450' 1180 972 978 16 1182 468 974 16 1184 976 210 8 1188 980 592 12 50 '-11901 982; 980~ 12 5 119~ ~84- 824 16 50 1194~ 986 984 8 50 1196 988 102 1~ 50 1198" 9901 988 16, 50 1200 918 504 6 3000 1202 1196 454 24 100 1204 992 1010 24 50 1206 994 992 24 50 1208 656 920 8 2900 1210 998 922 24 100 1212 1004 118 16 50 1214 1216 130 No' Pipe' Proposed 104 88 6 4932 130 No 9981 988 16 13856 130 No 2000 130 No Pipe Proposed 2317 130 No Pipe Proposed 100 130 No Pipe Proposed 130 No Pipe Proposed 130 No i Pipe' Proposed 130 No PiDe ProDosed 130 No Pipe Existing 130 No Pipe Existing 130 No Pipe Existing 130 No Pipe Existing 130 No Pipe Existing 130 Nol Pipe Existing 130 No Pipe Proeosed 130 No PiPe Existir 130 No Pipe Proposed 130 No Pipe: Proposed Pipe Existir Pipe Proposed Page 16 I I Concentrated Source Pipe DB Pipesi I I I I I I I I I I I i I I I I I ID 1220 951 1006 30 50 130 No 1222 1138i 1044 42 50 130 No 1224 1046 1044 42 50 130 No 1228 1050~ 1006 36 6694 130 No 1230 1050 442 24 3044 130 No 1232 11100 422 8 1247 130 No 1234 420 11102 8 601 130 No 1236 422 11102 8 1094 130 No 1242 1002 11106 16 50 130 No 1246 1186 11110 8 50 130 No FM ND TO ND DIAMETER,LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE Pipe: Proposec Pipe, Proposed Pipe,: Proposed Pipe Proposed Pipe T, Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Existing Pipel Existing 1252 11114 942 8' 50 130 No PipeT Existing 1254 324 714 8 5578 130 No Pipe Proposed 1268 38 11116 12 703 130 No Pipel Existing 1270 1208 270 24 100 130 No Pipe Proposed' 1290 616 11124 30 896 1292 11126, 11124 24 100 1294 1216~ 616 30 100 1296- 236~ 534 12 9227~ 1298 1218~ 11128 1300 1220~ 11130 1304 6~ 4 1306 4~ ~ 216 1322~ 8361 11124 1326i 2~ 666 1328' 6; 12 1330 121 8 1332' 444] 46 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No' Pipe i Proposed' 24 100 130 NO Pipe Proposed' 12' 100~ 130 No Pipe Existing 24 5518, 130 No Pipe Proposed 16 1297 130 No Ppe Proposed 30 20558 130 No Pipe Proposed 12 4833, 130 No' Pipe- Existing 12 4940 130 No Pipe Proposed 12' 2829 ' 130' No' Pipe .-Pr°p°sed 8 1266 130 No Pipe~ Existing 1334 216 214 12 43741 130 No Pipe Proposed 1336 2141 2 12 ~1671 '130 No' Pipe Proposed i338 442i 122 12 2054i 130 No Pipe~ Existing 1340 681 11132 12 25821 130 No~ Pipe~, Existing Page 17 I I Concentrated Source Valve DB Concentrated Source - Scenario 2, Link Database I I I I I I I I I I I I I I I I I Valves-' ID FM_ND TO_NDI TYPE SETTINGIDIAMETER DESCRIPTION SYM_SIZE PHASE 3002 10 8 PRV 40 8 Valve 300 Existing 3112'~ 788 364 FCV 300 8 Valve 150 Existing 3114 792 790 FCV 1800 24 Valve 150, Proposed 3122~ 800~ 264' FCV- 1350 16 Valve 150 Existing 3124 802 270 FCV 1800 16 Valve 150 Proposed 3148 832 270~ FCV[ 225. 8 Valve 150 Existing 3158 876 836 FCV 8000 16 Valve 300 Proposed 3166: 884' 8441 FCV~ 8000' 16' Valve 300 Proposed 3172 198 926 PRY 40 12 Valve 400 Ex~sbng 3174~ 604 928} PRVI 40' 12~ Valve 400 Existing 3178 4627 932i PRVJ 407 8~ Valve_ 400 Existing 3184 960T 9621 PRV~ 40 12. Vave 400 Proposed 3186' 966' 9641 PRV7 40!, 16_ Valve 400~Proposed 3188 970 968 PRV_ 40 16. Valve 400 Proposed 3190 976 978 PRV~ 40 8 Valve 400 Proposed 3192 1048' 514 PRY 401 8 Valve- 400 Proposed 3196 66 4401 PRV~ 40~ 16. Valve 400 Proposed 3198 11128 834 FCV 20000i 24 Valve 300 Existin.( 3200 11130 61 FCVI 708i 12 Valve 150 Existing 3204 422' 420' PRV~ 40~ 8 Valve- 4001 Existing Page 18 Conc. Source Junction Output Concentrated Source - Scenario 2, Node Output I I I I I I ! I I I I I I I I I Junctions ID Type 2 Junction 41Junction i 6]jUnction ' 81Junction 10]Junction- hs] junction Demand (gpm)!Elevation(~) Grade (fi)Pressure (psi) 338 2085 2275~ 82 282[ 2130 2292i 70 338i 2~i 2298; 73 511 2 ' ] 4 139! 2292 66 O! 21411 2292i 65 3751 3i48] ~294] 63 263! 2~01 14 Junction 2293 58 16 jJ unction 0 ' 2170 2292 53 18 Junction 28 2180' 2292' 48 20 Junction 282, 2180 2292L 49 34 Junction 0 2617I 29'~8 130 381'~Junction ' 711 2203~ 2406~ 88 40~,J unction 2021 2225 2407 79 44~Junction 1381 2268 2406' 60 461Junction 53 2288 2405 51 48 Junction 67 2211 2405 84 5OIJunction - 104~ 2204 2405 87 58]Junction 140" 2246 2410 71 62 Junction 731 2339 2479 61 64~J~nction t 51' 2357 2479' 53 66 J~Jnction 210 2326 2458 57 681JuncUon' 239T 2216 2404 82 72 Junction 107 2261 2403 62 74 Junction 135 2236 2404 73 78 Junction 49 2510 2689 78 80 Junction 52 2480 2689 91 82 Junction 19 2580 2693 49 84 Junction 19 2540 2696 67 88 Junction 53 2600 2696 42 90'Junction 82 2490 2700 91 96Junction 254 2740 2906 72 98 Junction 254 2730 2907 76 102-Junction 0 269~ 2694 · 104 Junction 282 2523 2700 77 108 Junction 282 2478' 2705 99 110 Junction 71 2490 2708 95 118 Junction 0 2584 2693 47 1201Junc{ion ! 0 2376~. 2412 16 122[Junction 51~ 2385 2500, 50 ] 124j Junction 79~ 2345- 2497 66 1261Junction 327 2230 2403 75 162]Junction 28' 2290 2424' 58 184F Junction 156 2311 2410 43 188 Junction 0 2320 2412 40 198 Junction 395 2700 2905 89 200:Junction 90 2540 2687 64 Page 19 I I ! i I I I I i I I I I I I I I I I Conc, Source Junction Output Grade (ft) Pressure (psi) Junctions ; ID I Type Demand (gpm) Elevation Iff) 202 Junction 0 2895 2902 206 Junction 0 208 Junction 0 2101Junction 0 212 I Junction 226 775 282 2130 232 Junction Junction Junction 169 2124 2278 Junction 0 1987 2150 Junction 56 1990 2153 Junction 671 1985 2149 Junction 85 2010 2160 Junction 102 2142 3E 2475 2702 98 2850 2896 20 2895 3117 96 3000 3117 50 2104 2279 76 2288 69 67 71 71 65 75 Junction Junction Junction 246~Junction 248 Junction 119 1987 254 Junction 0 2088 260'Junction I 141 · 2094 264jJunct!on ~ 231, 2 60 266J Junction 0_ 2164 26~Junct~n 0 2175 270~Junction 181 2172 272 Junction 102 2170 276 Junction 0 2080 0 1947 2138 83 0 1980 2148 73 0 1990 2152 70 98 1995 2154 69 2153 72 2275 84 22741 78 2298 60 2296 57 2297 53 2298 55 2298 55 2272 83 298~Junction 85} 2270 2425' 67 302T Junction 281 2320' 2424 45 3081Junction 0 2071 2268 85 324'Junction 1691 2070 2268' 86 ~;;~ction ~ 1932 2137~ 89 ~Jun~tion 0J 1 ~2' 2137 85 ~Junction 0 2~0_ 2788 .64 34~Junction 0~ 2700 2788 38 ~ J u~cti~-n O~ 2660~ 2788. 56 356 Junction 14 2250 2424 75 358 Junction O' 2226 'L 2424. 86 360 Junction 0 2228 2424 85 3~,Junct~on 0 2120~ 2292 74 366J Junction 0 1980] 2148} 73 3~[Junction ~ 65 1976 2145. 73 400 ~Junction 42 1994 2153 69 402 j Junction ' 110 1956 2138 79 4~Junction 0 1~5 2137 83 406~Junction 0 1995 2154 69 41~Junction 41 1967 2142 76 412]Junction 90 1981 2147 72 Page 20 Conc. Source Junction Output I Jun~ions I I I I I I i I I I I I I I I I ID 414 Juncbon 416 Junction 420 Junction 422 Junction 424 Junction 428 Junction 434 Junction 436 Junction Type Demand (gpm) Elevation (ft) Grade (fi) Pressure (psi) 0 2260 2425 72 0 2450 2579 56 59 2300 2404 45 115 2305 2482 77 125 2280 2466 81 93 2270 2404 58 85 2430[ 2703~ 118 262 2445 2699 110 ' 0 2320' 24121 40 440 Junction 442 Junction 0 2417 2514 42 ~44 Junction 70 2310 2404 41 448Junction 0 2318 2458 61 454 Junction 0 2586 2920 145 456 Junction 0 2699 2907 90 462 Junction 0 2500 2694 84 464 Junction 28 2260 2425 468 Junction 0 2895 3117 470 Junction 282 2140 2290 502 Junction 35 2560 2696 504 Junction 53 2600 2797 506 Junction 35 2630 2797 510 Junction 0 2390 2575 512 Junction 0 2520 2696 514J Junction 516;Junction 518!Junction 520iJunction 522:Junction 524 Junction 5261 Junction 528 ,Junction 5301Junction 532 Junction 534 Junction 71 96 65 59 85 72 8O 76 69 85 88 83 2415 2575 51' 1942 2137 49 1935 2137 51 1935 2137 88 34 1942~ 2137 85 68' 1960 2144 80 102 1947 2138 83 102 1948 2138 82 85' 1960 2144 80 85: 1960 2144 80 85' 1970 2148 77 5361Junction 90 1963 2142 78 538iJunction 23 1970 2144 75 540iJunction 62 1933, 2137 88 542~Junction 54 1940 2137 85 544 I J unction 68 1950 2137 81 546 Junction I 92 1960 2139 77 548 Junct on 103 1965' ;~139- 75 5501Junction 70 1973 2142 73 552 Junction 0 1960 2139 77 554 Junction 129 1951 2138 81 556 Junction 118 1964 2139 76 558 Jr, '~ction 74 1960 2139 78 560 JL qction 62 1981 2143 70 Page 21 I I Junctions Conc. Source Junction Output I I I I I I I I I I I I I I I I ID i Type ~ Demand (gpm) Elevation (ft) Grade(ft) Pressure (psi) 562 Junction 0 1983 2147 71 564 Junction 104 1985 2148 70 566'~Junction 0 1987 2151 71 568[Junction. 96 1991 2156 72 570 i Junction ~ 34 1995- 2162 72 572~!Junction ~ 86 2004 2156~ 66 574 Junct on i 186 2005 2160 67 576!Junction 1587 2012 2168 68 5781Junction ! 85, 2010 2166 68 580~ unction i 130 2015~ 2170' 67 582 Junction ! 344, 2025 21721 64 584/Junction: 299~ 2012~~ 2169 68 ' ~Junction ~ 158[ 2o2o-% _2164L 63 588 Junction 197 2030 2174 63 590j Junction 113r 2035~ 2177 61 0 3100 3117 7 5087 2750 - 2886' 59 508 2650 2791 61 564 2550 2686 59 282j 2450- 2600~ 65 0 2800 2903 45 592 ~Junction 594 F Junction 596 Junction 598 Junction 600' J unction 602 Junction 604 Junction 90 2600 2792 83 606 Junction 141 2800 2904 45 608 Junction 0 2900 3012 49 610 Junction 141 2780 2904 54 612'Juncbon 0 2760 2911 66 614 ~,unction 0 2760 2905 63 616 Junction 113 2040 2180 61 618]Junction 197 2060 2271 92 620J Junction 429- 2750 2906 68 622 Junction 0 2700 2907 90 624 Junction 0 2730 2907 77 626~Junction 116 2660 2798 60 628~Junction 251 _ 2640 2794 67 630 Junction 632 Junction 634 Junction 636'Junction 638 I Junction 640j Junction 642 Junction 644 i Junction 646 Junction 6481Junction 650j Junction 652 Junction 654 Junction 141 2700 2792 40 141 2760i 2905 63 169' 2660 2790' 56 141 2640 2788 64 451 2680i 2787 46 226 2580 2688 47 68 2620 2791 74 147 2580 2689 47 79 2540 2688- 64 103 2500 2687 81 271 2440 2687 107 0 2540 2690 65 230 2480 2687 90 Page 22 I I Conc. Source Junction Output I I I i I I I I I I ! I I I I I I Junctions ID Type Demand (gpm) Elevation (ft) Grade (ft) Pressure (psi) 656' Junction ' 0i 2580 2693 49 658 Junction ' 11 2410 2576 72 I 660 Junction 0 2540 2696- 67 662'Junction 0 2380- 2527 64 664~ Junction ' 119~ 2330: 2529'. 86 666 Junction 282 2080 2272 83 668 Junction 206 2160 2312 66 670 Junction 01 2140 2312 75 672 Junction 226 2110~ 2312 88 674 Junction 2821 2300 2403 45 676 Jun_ction 85/ 2220 2404 80 878-Junction 56 2140 2313 75 680' Junction, 169 2190 2313 53 682~Ju~cbon i 259 2260 2404 684 Junction I 226 2300 2404 45 686~ Junction ! 56 2160 231 ~ 67 63 2200 2315 50 688~Junction i 690 ~Junction ~ 293 2240 2405 72 ~92~Ju.otion~ 39 2130~ 23161 8~ 694~Junction 0 2120 2317 85 6961Junction - 78! 22501 2410 69 698 h Junction 45 2320 2530 700'Junction 99 2290 2413 53 702 Junction 0 2298 2413 50 704 Junction 93 2370. 2530 69 706.~Junction I 83 2440 2704 114 708 Junction 87 2240 2404 71 710 Junction ' 121 2180 2293 49 712 Junction i 338 2080 2268 81 714,Junction i 338 2090 2275 80 716 Junction, 282~ 2120 2281 70 718 Junction, 141 2160 2283 53 720 Junction L 423 2150 2287 59 72~[Junction 327 2180[ 2289' 47 7241Junction~ O~ 2195/ 2292~ 42 72~Junction 68 2440! 2531 ~ 39 762r Junction 0 2010 2164~ 67 788iJunction 0- 2120 2298' 77 790 Junction 0. 2140, 2298 68 ~92' Junction 0 2140i 2298 68 800'Junction 0 21601 2298 60 802 Junction ' 0! 2172 2298 55 810 Junction~ 0i 2140 2292 66 822 Junction 1 2001 2700 28021 44 824~Junction 0 28971 29041 3 828!Junction 113 2900~ 30121 49 832 Junction 0i 217211 2298! 55 Page 23 Conc. Source Junction Output I I I i I I ! I I I I I I I I I Junctions ~ D ; Type Demand (gpm) Elevation (ft).Grade (ft), Pressure (psi) 834~Junction 0' 2110, 2318 90 I 836 I~lunction 0 2100 2100 0 842~Junct on 0 2120~ 2318~ 86 844~Junction 0 2130, 2298 73 854~Junction [ 1299 2220 2408 82 8601Junction I ~)~ 2311t 25301 95 864~ Junction ~ 85 2200 2313 49 866~Junction 0' 2300 2404~ 45 ~ 21~ 2200. 24071 89 8681Junction 876~Junction- 0~ 2100 2100~ 0 · ~ 0 2130 2298 73 I 884j Junction 886iJunction 0 2298 2308' 4 ' 890]Junction 109 2300" 2405' 45 / ~92~J unction 124 24101 25271 51 894'Junction 190 2400 2526 55 896 Junction 71 2300 2527 98 898~Juncbon 127~ 2416 2687 , 117 900LIJuncti°n , 731 2416· 2687+ 118 103 24904 2687, 85 01 2490_ 2699~ 90 99 2500 26891 82 0 2490T 2693; 88 0 24901 2694 88 68 r 2600 2791 83 904'~Junction ~ 906[Junction 908 i Junction 910~Junction 912 Junction 916 Junction 918 Junction 18 2600 2797 85 920 Junction 18 2590 2695 45 922~Junction 71 2500 2711 91 924 Junction 226 2600 2787 81 §26'Junction 0 2700 2792 40 928 Junction 0 2595 2687 40 932,~Junction 0 2490~ 2582 40 ~36~ Junctio~ 87 2200 2298 42 938iJunction 28i 2190~ 22927 44 ~9~. ~0~J unction: 01~ 2206- 2425 95 942 Junction 14t 2200_ 2291 39 944~Junction 14 2206 2426 95 - ~6~Junction 561 2380i 2529 64 948 Junctio~ 0 22061~ 2424~ 95 950~Junction I 28 2320; 2529~ 91 951 ~Junct on ~ 9920~ 2508L 2511~ 1 9521Junction 14 22601 2531 117 956~Junction~ 0 3225 3340 50 9581Junction 140 3225 3339 49 960 i J unction 0 2508 2686 77 9621Junction 0 2508' 2600 40 9641Junction - 0~ 2595-1 2687 40 9661 Junction 0 25951 2790 84 Page 24 I I I I I I I I I I I I I I I I I I ! Conc. Source Junction Output Junctions ID Type Demand (gpm) E evaton (ft) Grade (fl) Pressure (ps0 968 Junction 0' 2700, 2792 40 970 Junction 0 2700 2884 80 972 Junction 3381 2805 2989 80 974 Junction 170 3015 3117 44 976 Junction 0 2897~,' 3117~ 95 978Junction 0 2897T 29;~~ 40 980'Junction ~0~ 3107'~ 3117~ 4 982~ Junction 140 3107 3117 4 984 Junction 0 2897t 2904 3 986 Junction 120j 2897 2904 3 988 Junction 0 2691 2694 1 990~ Junction 34201 2691 ~1 2693i 1 9921Junction ' 01 2897T 2902 2 994 Junction 87~ ~2z89~7~ 29021 2 -998 Junction O, 2490 2711~ 96 ~004 Junction 3320[ 25841 2692[ 47 1006 Junction 0 2508 2511 1044 Junction 0; 2298 2308 '~ 1046 Junction 16080 2298 2308 4 1048 Junction 41 2415 2704' 125 1050' Junction_ 0 · 2440Tj 2516 33 11100 Ju nction 107 2308 2484 76 11102 Junction 0 2308' 2481 75 11106 J unction 0 2400 2412 5 11110 Junction 0 2330 2424 41 11112 Junction 180 2330 2424 41 11114 Junction ' 370 2200 2291 39 11116 Junction 0 2200 2292 40 11124 Junction 0 2040 2084' 19 11126-Junction ~ 5760 2040 2084 19 11128 Junction ! 0 2100 2318 95 '~ 113~' JunctionI 0 21304 22981 73 11132 '~Junction i 0 2230 2409 77 Page 25 I I Concentrated Source Tank Output Concentrated Source - Scenario 2. Node Output I I I I I I I I I I I I I I I I I Tanks ID Type Demand (gpm} Elevation (~) Grade (ft) Pressure (psi) 1216 Tank -5301.8 2180 2180 0 1138 Tank 0 2298 2298 1186 Tank 0 2340 2340 1188 Tank -166.4 2531 2531 1200 Tank -377.4 2426 2426 12201Tank -708 2298 2298_ 1178 Tank 0 2308 2308 1154 Tank -4157.97 2298 2298 1114 Tank -885.43 2298 2298 0 1112, Tank -300 2298 2298 0 1000 Tank 0 2130 2130 1208ITank 0 2308' 2308 11681Tank[ -2750.4 2413' 2413 1136 TankI -63.45 2298 2298 1122 Tank -1132.63 2298 2298i 1022,Tank -393.12 2298 2298 1146~Tank -5760 2100' 2100' 1218 Tank -16980.2 2320 2320 1162, Tank -13419.6 2531 2531 1002 Tank 0 2403 2403 11561 Tank -9891.4 2711 2711 1140~ Tank 0 2508 2508 1174 Tank -1479.22r 2907 2907 1196Tank -3306 2920 2920 1160 Tank -1936.4 2802 2802 1008 Tank 0 2701 2701 1192 Tank 0 3107 3107 1172 Tank -874 3117 3117 1010 Tank 0 2897 2897 1176 Tank -112.8 3012 3012 1132 Tank 0 2897 2897 1194 Tank -140 3340 3340 Page 26 Concentrated Source Pipe Output I I I I I I I I I I I I I I I I Conc,entrated Source - Scenario 2, Link Output Pipes ID IType Diameter [in) Flow (gpm) Velocity ff~sec) Headloss (ft/kft) 3 Pipe 12 -573.3 1.6 0.9 5 P~pe 12 -486.5 1.4 0.7 71Pipe 12 684.2 1.9 1.3 9! Pipe 12 262.6 0.7 0.2 11~lPipe 12 47.6 0.1 0.0 131P pe 12 -28.2 0.1' 0.0 47 P~pe 12 290.8 0.8 0.3 51 ~ Pipe 8- -83.7~ 0.5 0.2 53 Pipe 8 140.6 0.9 0.5 Pipe 12 288.4 0.8 0.3 12 66.2 0.2 0.0 12 ' 0.2 267.8 0.8 12~ 62~.7j 1.8 1.1 731Pipe 8 -501.2 3.2 5.1 51LPipe 8 -473.7 3.0- 4.6 77 Pipe ~ 12 -944.8~. 2.7 2.3 79 Pipe 12 0.0 0.0 0.0 81 iPipe 12 -1881.6 5.3' 8.2 83:Pipe 12 -1863.0' 5.3 8.1 85iPipe 8~ -69.3 0.4 0.1 891F~ipe, 12 1423.1' 4.0 4.9 91~Pipe ~ 16 827.3 1.3 0.4 95/Pipe 8 -43.7' O. 3 O. 1 971 Pipe 8 -15.8 0.1 0.0 99~Pipe 16 -569.6 0.9 0.2 101 iPipe 8 107.2 0.7 0.3 103 Pipe 6 -85.3 1.0 0.8 105' Pipe 8 59.8 0.4 0.1 1071pipe 6' 111.6- 1.3 1.3 109~Pipe 24~ -4557.9~ 3.2 1.4 113~Pipe ' 8i 497.0~ 3.2 5.0 1-15~Pipe 12i 1250.0% 3.6 3.9 1171Pi~eI 241 3847.6 '~.7 1.1 119TPi-pe ' 24i 3320.0 2.4 0.8 ;1211pipe- 12; -338 4 10 0 3 137~Pipe 16' 327.0. 0.5 0.1 145 Pipe 8 43.4 0.3: 0.1 157-Pipe~ 16i -8.8 0.0! 0.0 161 Pipe 8 -124.5 0.8 0.4 163 P~pe 12 -291.0 0.8, 0.3 165 P pe ~, 12' 766.6 2.2 1.6 171 ,Pipe ~, 16 0.0 0.0 0.0 175,Pipe . 8 319.7', 2.0' 2.2 1771Pipe 16~ -808.2' 1.3 0.4 Page 27 I I Concentrated Source Pipe Output Pipes~ ! ! I I I I I I I I I I I I I I I I ID Type Diameter (in l Flow (gpm) Velocity (fi/sec) Headloss (ftJkft) 193 Pipe ~ 24~ 3306~0 2.3, 0.8 207 Pipe 16 507,6 0.8 0.2 209Pipe ' 16 253,8 0.4 0.1 211 Pipe 24 -3306,0 2.3 0.8 213 Pipe 12 -180.4 0.5~ 0.1 215 Pipe 24 2730.8 1.9, 0.6 2171Pipe L 16 O.0 0,0. 0.0 221~Pipe 8~ 0.0 0.0 0,0 229~Pipe 24r 4484.4 3.2 1.4 231,~Pipe ] 24r 870.0 0,6 0.1 233i Pipe 165 1860,8 3.0 2.0 235q, Pipel I 12 225 .6 0- 6 0 2 237iPipe I 12 -148.1 0,4 0.1 239' Pipel ~· 12 4 - -736.2 [_ 2.1 .' 1.5 24t iPipe 12 471.3~ 1.3 0.6 243~ PiPe r 12~ -949.4 2.71 2.3 I 245~Pi'pe 12' -1130,9~ 3,2: 3.2 255~PiDe 8 172.5 1.1 0.7 259.Pipe 8 -229.0 1.5 1.2 261 [Pipe ~ 8 247.0 1.6 1.4 263' Pipe 8 15.0 0.1 0.0 265' Pipe ~ 8 172.6 1.1 0.7 2671Pipe I 8 326.4 2.1 2.3 2691Pipe i 12 801.6 2.3 1.7 ;2711Pipe I 8 -258.7 1.7 1.5 273 ~' Pipe L 8 -63.4 0.4 0.1 279]Pipe 8 -141,0 0.9 0.5 2851Pipe 1L 8 173.3 1.1 0.7 287]Pipe 8 173,3 1.11 07 289 Pipe 8 102.1 ~ 0.7 0.3 29~Pipe ~ 8, 86-7i 0.6i 0_2 2991Pipe i 8 238.71 1.5] 1.3 31~] Pi'pe ~ 12' 201.6~ 0.61 0,1 -35~1 8[ -67.6L 0.4~ - 0.1 363 Pipe 8 0.0 0.0] 0.0 369 Pipe 6] 15.4 0.2 0.0 371 Pipe 61 15.4. 0.21 0.0 3734 Pipe 12 384.0 1.1 0,4 381 [Pipe ~ 8' 0.0' 0.0 0.0 3851Pipe [ 16' -300.07 0.5 0.1 ' Q5 397 P~pe 8 -142.7 0.9 . 399~P~pe i 8, 265.1: 1.71 1.6 401 P pe 8~ -'153,9" 1.0' 0.6 403~Pipe i 8j 133.2; 0.9~ 0.4 405~Pipe 8j 27.71 0 2 O.O 407 Pipe I 8i -33.6 0 2, 0.(3 Page 28 Concentrated Source Pipe Output I Pipes I I I I I I i I I I I I I I I I ID Type Diameter (in) Flow(gpm) Velocity(ffJsec) Headloss (ft/kft) 409, Pipe 8 -33.6 0.2 0.0 411 Pipe 8 5.6 O.0 0.0 413 Pk)e 8 319.2 2.0 2.2 415 Pipe 12 1130.7 3.2 3.2 417 Pipe 12 286.2 0.8 0.3 419 Pipe 8 193.4 1.2 0.9 427 Pipe 8 -376.4 2,4 3.0 433 Pipe 8 84.5 0,5 0.2 437 Pipe 12 146.6 0.4 0.1 441 Pipe 16 1281.4!~ 2.01 1.0 443 Pipe 8 341.9 2.2 2.5 445 Pipe 8 222.5 1.4 1.1 447 Pipe 12 -471.0i 1.3 0.6 449 Pipe 8 262.4i 1.7 1.6 4531 Pipe 16 0.0 0.0 0,0 455 Pipe 16 0.0 0.0 0.0 457, Pipe 12 0.0 0.0 0.0 459 Pipe 8 154.7 1.0 0.6 461 Pipe 8 0.0 0.0 0.0 466 Pipe 8 0.0 0.0 0.0 470 Pipe 8 193.4 1.2 0.9 472 Pipe 12 193.7 0.6 0.1 490 Pipe 12 -260.8 0.7 9.2 492 Pipe 8 181.7 1.2 0.8 494 Pipe 8 -27.2 0.2 0.0 498 Pipe 8 193,4 1_2 0.9 500 Pipe 8 148.5 1.0 0.5 502 Pipe 8 82.6 0.5 0.2 504 Pipe 8 75.7 0.5 0.2 506 Pipe 8 27.7 0.2 0.0 508 Pipe 8 57.4 0.4 0.1 510 Pipe 8 218.4· 1.4 1.1 512~Pipe 24 2730.8~ 1.9 0.6 51-4%Pipe _ 12 90.2% O. 3~ 0.0 516 Pipe 24 3306.0 2.3 0.8 518 Pipe 8 -423.7! 2.7 3.8 520 Pipe 8 82.6 0.5 0.2 522 Pipe 8 -401.3 2.6 3.4 524 Pipe 12 -347.0 1.0 0.4 526 Pipe 12 -867.1 2.5 2.0 5281Pipe 12 -28.2 0.1 0.0 530 PiBe 8 -221.9 1.4 1.1 532IPiPe i 8 -192.3 1.2 0.9 534 Pipe 8- 156.0~ 1.0 0.6 536',Pipe 8 54.8 0.4 0.1 538 Pipe 8 -148.4 1.0 0.5 540 Pipe 8 -220.0 1.4 1.1 Page 29 I I Concentrated Source Pipe Output I I I I I I I I I i I I I I I I I Pipes ID I Type Diameter(in) Flow (gpm) Velocity (ftJsec) Headloss (ft/kft) 5421 Pipe 8 -2.8 0_0' 0.0 544, Pipe 8 -75.7 0.5' 0.2 546 Pipe 8 24.9 0.2 0.0 548 Pipe 8 -24.1 0.2 0.0 550 Pipe J8' -72.2~ 0.5 0.1 5521Pipe4 8 -2.71 0.0 0.0 554 Pipe I 5~;!Pipe 8 -78.1 0.5 0.2 _ 8 -41.61 0.3 0.1 558 ~Pipe 8 -20.4 0.1 0.0 560~Pipe p 8 -61.6 0.4 0.1 562 Pipe , 8 -13.0 0.1 0.0 564 Pipe 8 -80.6 0.5 0.2 566' Pipe J 8 -62.3 0.4 0.1 568 Pipe 8 -85.9 0.6 0.2 570 ~Pipe 8 -96.5 0.6 0.2 572 Pipe 8 -93.7 0.6 0.2 574'~ P~pe ~ 8 -36.0 0,2 0.0 578 Pipe i 8 -78.6 0.5 0.2 580 Pipe 8' -181.3 1.2 0.8 582]Pipe 8. -203.9. 1.3~ 1.0 8 -200.1 1.3 0.9 584 l PiDe 5861Pipe 12, -445.5 1.3 0.6 588 Pipe 12 -84.6 0.2 0.0 590~PiDe 12 614.7 1.7 1.0 592~ Pipe 8 -288.6 1.8 1.9 594 ] Pi De 12 -963.7 2.7 2.4 596]Pipe 8i -194.9 1,2 0.9 598tpipe 8! -91.9 0.6 0.2 6001Pipe 8 -59.2 0.4 0.1 602~ Pipe 12i -634.0 1.8 I 1 604 Pipe 8 -335,0 2,1 2,4 606 Pipe ~ 8j -162.6 1.0 0.6 · 608 Pipe ~ 8 -325.6~ 2.1 2.3 6'i0 Pipe 8~ -498.0~ 3.2 5.1 612~Pipe 8 -172.5 1,1 0.7 6141Pipe 8 172.5~ 1.1. 0.7 616]Pipe 12 -694.9 2.0 1.3 618 Pipe 12 -729.3 2.1 1.4 12 -533.4 1.5 0.8 620 Pipe 622jPipe 8 -280.7 1.8 1.8 624 Pipe 8 -249.5 1.6 1.4 626 Pipe 12 -750.3 2.1 1.5 628 Pipe 12 -835.5 2.4 1.8 630 Pipe 16 -965.1 1.5[ 0.6 632 Pipe 16 -1136.7 1.8 0.8 634 Pipe 16, -1461.8 2.3 1.3 Page 30 Concentrated Source Pipe Output PipesI ID Type Dameter (in)' F ow (gpm)¢ Velocity (ft/sec) Headloss (ft/kft) 636 Ppe 12 672.5 1.9 1.2 638~Pipe; 20~1 -2433.1 2.5 1.1 640i Pipe , 20~ -2445.7 2.5 1.1 6421Pipe 20i -2630.5 2.7 1.3 644'Pipe ~ 20t -2558.5 2.6 1.2 646tPipe 164 140.0 0.2 0.0 648 Pipe 16~ 1860.8. 3.0. 2.0 650 Pipe ] 16 1353.2 2.2 1.1 652 Pipe 16 845 6 1.4 0.5 654~P pe 12 282.0 0.8 0.3 656 Pipe 16~T 120 0 0 2 0 0 658~Pipe 12~ 141.01 0.4 0.1 _ 66~0 ,Pipe ~ 161 402.01 0.6 0.1 662~Pipe J 16i, -543 _ 0~· 0 9~ 0.2 664 Pipe 24 -971.6 0.7 0.1 666 Pioe 24 -971.6 0.7 0.1 670 Pipe 24 -971.6 0.7 0.1 672 Pipe 16 -1736.2 2.8 1.7 674 Pipe 12 836.2 2.4 1.8 676 Pipe 12 678.4 1.9 1.2 678. Pipe r 12 -537.4 1.5 0.8 680 Pioe 12 327.6 0.9~ 0.3 682 Pipe 12 490.2 1.4 0.7 684 Pipe 8 15.4 0.1 0.0 686 Piee 12 -333.8 1.0 0.3 688 Pipe 12 -108.2 0.3 0.0 694 Pice 12' -225.6 0.6 0.2 696 Pipe 16 -661.4 1.1 0.3 698 Pioe 12 -449.6' 1.3 0.6 700 Pipe 8 -67.8 0.4 0.1 702 Pipe 12 -585.2 1.7 1.0 704 Pipe 16 -810.3 1.3 0.4 706 Pipe 12 356.8 1.0I 0.4 708-Pipe 12' 87.01 013] 0.0 710 Pipe 12 183.8 0.5i 0.1 712 Pipe 12 166.2 0.5 0.1 714 Pipe 12 211 0.0, 0.0 716 Pipe 16 -810.3' 1.3 0.4 718 Pipe 12* -5498 1.6 0.8 720 Pipe 8 0.0 0-0r 0.0 7221Pipe 12 41.4 0.1 0.0 724 Pipe 12 -92.8 0.3 0.0 728 P~pe 20 -1451.4 1.5 0.4 ~3OIPipe 16 503.2 0.8 0.2 732 Pipe 8 222.1 1.4 1.1 734 Pipe 12 -455.3 1.3 0.6 736 Pipe 12 194.4~, 0.6' 0.1 I I I I I I I I I I I I I I I I Page 31 I I I I I I I I I I I I I I I I I I I Concentrated Source Pipe Output Pipes i ID iType~, Diameter (in) Flow (gpm) Velocity (fi/sec) Headloss (ft/kft) 738~Pipe 12i 108.11 0.3 0.0 740 P pe 12 -34.0, O. 1 0.0 7421P~pe ~ 16, 564.1, 0,9 0.2 ' 16 -1352.6 2.2 1.1 744 i Pipe 7461Pipe4 12 520,7~ 1.5 0,8 748iP pe ~ 12 171 0 0.5 0,1 760iPipe 12', o.o~ o.o o.o 752LPipe 12! -278.2, 0.8', 0.2 7541Pipe 16! -741.6~ 1.2 0.4 7561Pipe 16i -798.0 1.3 0.4 7581P pe 167 861.4~ 1.4 0.5 760~tpe 16i 900.2 1,4~ 0-5 762]Pipe 12~ -541.91 1.5 0,8 --~64 +Piee r 12! -221.8, O.6~ 0.2 766~Pipe 12 209.74 0.6, O. 1 768iPiDe 12 -3.9 0.0 0.0 770 Pipe 12 205.8 0,6 0.1 778,Pipe 12 -197.4' 0.6! 0,1 780 !Pipe 8 0.0~ 0.0. 0.0 782 Pipe 8 69.9~ 0.51 O. 1 784 Pipe 8 -268.5 1.7 1 786 Pipe 16 -846.0 1.4 0.5 788 Pipe 12 -141.0' 0.4 0.1 790 Pipe 12 ~-12.9 1.2, 0.5 792 Pipe 12 -553.9 1.6 0.9 794 Pipe 12 574.8 1.6 0.9 796 Pipe 12 ..402.2 1.1 0.5 798 Pipe 16 -729.2 1.2 0.4 800 Pipe 12 -576.0. 1.6 0,°~ 804 Pipe 12. 87.2 0.3, 0.0 806 Pipe 12 -87.2. 0.3 ~ 12~ 412.0, 1.2 0.5 808 Pipe 810, Pipe 8 0.0 81~'lSipe ' 8* 392.2 2.5r 3.~ 814 Pipe 8 170.2 1.1 0,7 816 Pipe 8 -6 6V 0 0 O.G 818 Pipe 12 67.6~ 0.2~ 0,0 0.0' ' 820iPipe 8 -2.81 0,0 822%Pipe ~ 8 -181_1 i] 1.2', 0.8 858JPipe 8 -249.5 1.6: 898!P pe 8 300,0' 1.91 2.0 900[Pipe 121 -201.3, 0.6, 0.1 902iPipe 16 885.4 1.4 0.5 910iPipe 16, 1132,6 1,8 0.8 9121P pe 16 393. 0 6 0.1 928,1P~pe 6, -31.0_ 0.4 0.1 9301Pipe I 12 524.7 1.5 0.8 Page 32 I I Concentrated Source Pipe Output Pipes ~ . ID i Type, D ameter (in) i Flow (gpm) Velocity (ft/sec) Headloss (ftJkft) 932 Pipe 8 84.6 0.5 0.2 934 Pipe 8 0.0 0.0 0.0 936- Pipe 8~ 33 0 0.2 0.0 0.0 0.0 952 Pipe 16 0.0 954_Pipe ~ 16~ 112.8 0.2~ 0.0 · 1 958 ?pe 8~ 63.5, 0,4~ 0. 960,Pipe 12 -514.7 1.5 0.8 972 Pipe 24 0.0 0.0 0.0 974 Pipe ' 42 1698Q2 3 9 1 1 976 Pipe 42 -16080.0 3.7! 1.0 978 Pipe 12 732,9 2.1 1.4 980 Pipe 12 396.4 1.1 0.5 982 Pipe 16 1299.0 2.1~ 1.0 9847ipe 36_ 12778.4 4.0 1.4 986 Pipe 24 0.0 0.0 0.0 990 Pipe 12 343.1 1.0 992 Pipe 42 16080.0 3.7 994 Pipe 12 294.3 0.8 996 Pipe 12 -195.7 I I I I I I I I I I I I I I I I 998 Pipe 8 -87.6 1000 Pipe 12 0.0 1006 Pipe 16 5760.0 1014 Pipe 16 4158.0 '1'016 Pipe 24 2750.4 1020 Pipe 24 641.2 0.4 1.0 0.3 0.6 0.1 0.6 0.2 0.0 0.0 9.2 16.0 6.6 8.8 2.0 0.6 0,5 0.0 1022 Pipe 16 0.0 1024 Pipe 12 222.1 1026 Pipe 8 98.5 1028 Pipe 8 -91.9 1030 Pipe 8 -162.5 1032 Pipe 12 0.0 1036 Pipe 12 0.0 0.0 0.0 0.6 0.2 0.6 0.3 0.6 0.2 1.0 0.6 0.0 0.0 0.0 0.0 1038 Pipe 12 1040 Pipe 16 1042 Pipe 12 63.9 10441Pipe 30 -9891.4 1050 Pipe 8 0.0 1052 Pipe 12 -96.5 1056]Pipe 12~ -540.8 1060;P~ipe , 8: 106.0 1064, Pipe, 8 0.0 253.8 0.7] 0.2 -4'~7.0 0.8 0.2 0.2 0.0 4,5 2.0 0,0 0.0 1066~ Pipe 8 0.0 1068 Pipe 8 0.0 1070 Pipe 12 -1320.6 1072 Pipe 24 1936.4 1074 Pipe 8 0.0 1076 Pipe 12 -141.0 0,3 0.0 1.6 0.8 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0,0 3.8 4.3 1.4 0.3 0.0 0.0 0.4 0.1 Page 33 I I Pipes Concentrated Source Pipe Output I I I I I I I I I I I I I I I I iD 1082 Pipe 1092 Pipe 1096 Pipe 1104 Pipe Type Diameter (in) Flow (gpm) Velocity(fi/sec) Headloss (ft/kft) 24 13419,6 9.5 10.6 8 549.8 3.5 6.1 24 4557.9 3.2 1.4 16 874.0 1.4 0.5 0.2 0.2 0.0 0.0 0.0 0.0 0.2 8 48.8 0.3 0.1 8 28.2 0.21 0.0 8 0.0 0.0' 0.0 12 363.2 1.0, 0.4 8 12.4 0.1 0.0 36 4158.0 1.3~ 0.2 12 290,8 0.8! 0,3 8 -56.4 0.4 0.1 8 o.o~ o.° o.o 8 -15.8 0.1 0.0 8 -180.0 1.2 0.8 8 166.4 1.1 0.7 12 0.0 0.0 0.0 12 140.0 0.4 0.1 8 140.0 0.9 0.5 12 282.0 0.8 0.3 16 845.6 1.4 0.5 16 -338.4 0.5~ 0.1 16 310,0 0.5~ 0.1 8 -338.4 2.2 2.5 1106 Pipe 16 535.6 0.9 1108 Pipe 24 1479.2 1.1 1110 Pipe 24 112.8 0.1 1114 Pipe 36' 0.0 0.0 1116 Pipe 12' 47.6 0.1 1118 Pipe 8T 0.0 0.0 1120 Pi~e 81 77.0 0.5 1122~Pipe 1124 ~Pipe 1126 Pipe 1128 Pipe 1132 Pipe 11367ipe 1138 Pipe 1142;Pipe 1144 Pipe 1146 Pipe 1154 Pipe 1158 Pipe 1162 Pipe 1164~Pipe 1166 Pipe 1168rPipe 1172~ Pipe 1176 Pipe 1180: Pipe 1182 Pipe 1184: Pipe 1188:Pipe j 12 -140.0 0.4i 0.1 -1190 Pipe 12 -140.0' 0.4i 0,1 1192 Pipe . 16 1194 Pipe 8 1196 Pipe 1198 Pipe 1200 Pipe 1202' Pipe 1204 Pipe 1206 Pipe 1208 ! Pipe 1210 Pipe 1212'Pipe 1214 Pipe 1216 Pipe 20! -120.0 0.2 0.0 -120.0 0.8 0.4 -827.3 1.3 0.4 16 r -3420.0 5.5 6.1 6 9.6 0.1 0.0 24 3306.0 2.3 0.8 24 0.0 0.0 O.O 24 -870.0 0.6 0.1 8 -164.1- 1.1 0.7 24 2814.3 2.0 0.6 161 -3320.0 5.3 5.8 61 75.9 0.9 0.6 2592.7 2.7 1.2 Page34 I I Concentrated Source Pipe Output' I I I I I I I I I I I Pipes ID Type Diameter (in) Flew (gpm)~ Velocity (fi/sec)+ Headloss (ft/kft) 1220Pipe 30 -9920.0, 4.5, 2.1 1222 Pipe 42 0.0, 0,0 0.0 1224LPipe 42 -16080.01 3.7, 1.0 1228,Pipe 36 9920.0; 3.1, 0.8 1230 Pipe 24 2858,4' 2.01 0.6 1232 Pipe 8 285.2 ~ 1.81, 1,8 _12341 Pipe _ 8 0.01 0.0! 0.0 1236~Pipe 84 170.2~ 1.1 0.7 1242|Pipe 16[ 0.0 0.0~ 0.0 1246iPipe~ 8' 0.0~ 0.0] 0.0 1248]Pipe 8~ -180.0 1.2 0.81 1252 P pe 8[ -370,0 2.4~ 2.91 1268~ P~pe 12. 0.0 ~ 0.0 0.0 1270iPipe 24 0.0 0.0 [ 0.0 12901Pipe 30 0.0~ 0.0~ 0.0 1292]Pipe 24 -5760.0 4.1 2.2 1294 i Pipe 30 5301.8, 2.41 0.6 1296i pipe L 12 699.3, 2.0~ 1.3 1298jPipe 24 16980.2. 12.0, 16.5 1300 ! Pipe 12 708.0 2.0 1.4 1304 ?ipe 24, 3670.4 2.6 1.0 1306i Pipe 1322~ Pipe 1326 Pipe 1328 ~Pipe 1330 ~Pipe 1332 Pipe 1334 Pipe 1336 'Pipe 1338 Pipe 13401Pipe 16 2344.4 3.7 3.0 30 5760.0' 2.61 0.8 12 479.4' 1.4 0.7 12 485.1 1 4 0.7 12 547.8 1.6~ 0.8 8 -154.1' 1.O1 0.6 f 12 932.9 2.71 2.2 12 487.5 1.4 0.7 12 1727.7 4.9 7.0 12 -808.2 2.3 1.7 I I I I I I Page 35 I I Concentrate Source Valve Output Concentrated Sot, 'ce - Scenario 2. Link Output I I I I I I I I I I I I I I I I I Valves ID Type Diameter (in) Flow (gpm) Velocity (ftJsec) Headloss (ft/kft) 3002 PRV 84 0.0 0.0 0.0 3112 FCV 8 300.0 1.9 6.2 3114. FCV~ 24 885.4 0.6 0.0 3122 FCV 16 1132.6 1.8 0.0 31~4 FCV 16 393.1 0.6 0.0 3148 FCV 8 63.5 0.4 0.0 3158 FCV 16 5760.0: 9.2 0.0 3166 FCV 16 4158.0 6.6 0.0 -3172~ PRV 1 2 180.4 0.5r 112.3 3'J74 PRV 12 90.2 0.3' 104.5 3178I PRV- 8 193.4~ 1.2! 110.1 3184I PRV 12T 282.0, 0.8i 85.8 3186~r PRV~ 16~ 845.6 14 102 6 3188 PRV 16 1353.2, 2.2, 91.3 3190 PRV 3192 PRV 3196 PRV 3198 FCV 32001 FCV 3204'~ PRV 8 338.4 2.21 127.4 8 0.0 0.0' 0,0 16 2048.0 3.3i 45,7 2,41 16980.2 12.0 0.0 12[ 708.0: 2.0 0.2 8 0.0 0.0 0.0 Page 36 I I Conc. Source Fire Flow Output Concentrated Source - Scenario 2, Fi[-e Flow Ou,tput I I I I I I I I I ! I I I I I I Junctions ' Static Static ' Fireflow ' Residual 'Available! Calculated Design Demand Pressure Demand' Pressure Flow ~ Pressure Flaw ID i (gpm) (psi) (gpm) (psi) (gpm) i (psi) (gpm) 2 338 4 82 4 1500 67.4 4570i 20 4368 4 282.0 70 4 1500 68.8~ 17821 69 6 338.4 72.7 1500t 72.61 1839' 73 8 451.2! 66.3 1500 63,1l 1951 63~ 12 375.21 63.4 1500 61.0i 1875 61, 14 262.6~ 57.8 1500 39 71 2636' 20 2636 18 28.2 48.5 1000 289 1273 20 1273 20' 282.0~ 48 5 1500 37.7 3051T 20 3024 38~ 70.6, 88.0 15001 7~4 34391 20~ 23~5 40~ 201,6J 78.8 1500 69.0 3448 20~ 2331 44 138.2 60.0 150~ 48.8 2704~ 20 2279 46 52.8 50.7- 1500 39.9 2333 20 2125 48 67.4 84,1 1500 74.5 3392~ 20' 2236 50 104,0 87.3 1500 77.4 3508 20 2310 58 140.4 70.9 1500 61.9 3348 20 2234 624 73.4 60.8 1500 34.6 2219 20 2219 66 210.0 57.2 1500 28.7 2287' 20- 2287 68, 238.6 81.5 1500 58.2 2770 20 2321 72 107.2 61.6 1500 8.7 1397 20 1397 74' 135.4 72.6 1500 46.7 2367 20 2126 78 48.6 77.5 1000 68.1 3339 20 3339 80 51.8 90.7 1000 70.8 2174 20 2174 82 18.6 48.9 1500 44.9 7545 20 7444 84 18.6 67.5 1500 64.2 12610 20 8554 88 53.0 41.8 1500 37.8 5575 20 5575 90 81.6 90.8 1500 88.3 19854 20 10652 96 253.8 72.1 1500 68.9 8275 20 8275 98' 253.8 76.5 1500 74.1 10311' 20 9864 104 282.0 76.5 15001 72,0~ 9938- 20' 6797 108~ 282.0 98.5 1500 94~ 11128 20 11128 110~ 70.6 94.7 1500 92.1, 15654 20, 15654 122! 50.6 49.9~ 1500 40 11 3795 20 3795 124~ 79.0 65,7 1500! 50.3! 35611 20 3561 126~ 327.0 75.0 1500 45.11 2457 20 2317 162i 28.2 58.1' 1000' 15.8~ 969. 20_ 969 184 156.0 43.1 1500 33.8 2391 20 2248 198 394.8 88.7 1500 82.0' 9362 20 6431 200 90.2 63.8 1500 56.8 3530 20 3530 212 225.6 50.5 1500 42.6 3558 20 3558 214 775.4 75.7 1500 67.8 6562 20 6562 216 282.0 68.6 1500 65.7 1782 66 218 169,2 66.9 1500 57.2 4997' 20 4997 222 0.0 70.5 1500 38.4 2017 20 2017 234 670.6 71.2 1500 56.51 4718 20 4718 Page 37 Conc. Source Fire Flow Output I I I I I I I I I I I I I I I I I Junctions ' Static , Static Fireflow Residual Available, Calculated Design Demand Pressure Demand Pressure Flow Pressure Flow ID (gpm) ! (psi) (gpm) (psi) , (gpm) , (psi) (gpm) 236 84.6 65.2 1500 56.3 5687] 20 5687 238 101.6i 75.0 15004 52.7; 3041! 20i 3041' 242 0.0] 72.8F 1500 53 9 3216! 20L 3216 246 98 0~ 687 1500 51 5 31061 20i 3106 248[ 119.4j 72.1~ 1500. 59.4! 4611 20 4611 260 141.0 78.0 1000 47.7 1657 201 1657 264 231.21 59.8 1500 56.7 1741 57~ 270 181.2 54.6 1500 54.6 1681 55~ 272 101.6 55.4 1500 48.6 3684 20i 2999 298 84.6, 67.0 1000, 60.1j 3399 20~ 2375 302' 28.2' 45.1 1000 34.8 1780~ 20~ 1780 308~ 0.0 85.5 1000 43.4 1337 20 1337 324 169.2 85,9 1000 53.3 1797 20 1789 340 67.6 88,8 1500 18.3 1545 20' 1545 356 14.0 75.5 1000 47.4 1495 201 1225 366 0.0 72~ 1500 45.1 2315 20, 2315 398 65.0 73.3 1500 44.1 2317 20~ 2317 400 41.8 69.1' 1500- 56.9' 4668 201 4668 402 110.0 78.8 1500 50.0 2639 20~ 2639 410 40.6 75.8 1500 53.3' 2974 20! 2974 412 89.8 72.1 1500 50.5 2919 20, 2919 414 0.0 71.6 1000 67.8 5007 20 3291 416 0.0 56.0 1000 25,1 1357 20: 1357 420 59.4 45.0 1500 40.0' 2335 201 2266 422 115,0 76.7 1500 35.0 1951 20 1951 424 124.8 80.6 1500 42,6 2272 20 2272 428 92.6 58.0 1500 51,5 2722 20~ 2282 434 84.6 118.4 1500 100.6 4481 20~ 4261 436 262.4 110.3 1000 7~9~ 1978 20i 1978 444] 69.6 40.9 1500 24.7! 1802L 20~ 1802 464j 28.2, 71.3 1000 5O.3 1705 20 1662 '470] 282.0 65.1 1500 613,T, 6823[ 20~ 5552 502q 35.4' 58.9 1500 53.3' 5298' 20! 4983 5O4 5O6 516 518 52O 53.0 85.4 1500 17.61 1522 20! 1522 35.4 72.5 1500 24.4 1614 20 1614 50.8 84.6 1500 30.0 1726 20 1726 49.0 87.6 1500 32.0 1753 20 1753 5o.8 87.6 15ooL 45.5 21271 ' 20 2127 33,8 84.6 1500 46.3 2197 20 2197 67.6 79.6 1500 56.3 3016 20 3016 101.6 82,6 1500 46,2 2302 20 2302 522 524 526 528 101.6 82.2 1500 51.0 2580 20 2580 530 84.6 79.9 1500 532 84.6 79.9 1500 534, 84.6 77.2 1500 47.4 2348 20 2348 56.8 3056 20 3054 55.3 3110 20 3110 Page 38 Conc. Source Fire Flow Output I Junctions I I I I I I I I I I I I I I I I Static Static Fireflow Residual Available Calculated Design Demand Pressure Demand Pressure Flow Pressure Flow ID (gpm) (psi) {gpm) (psi) (gpm) (psi) (gpm) 536 90.2 77.7 1500 54.4 2997 20, 2997 538j 22.6 75.5 1500 42.9 2148 20 2148 540 62.0] 88.4 1500 41.8 200~6 20 2006 542 54 2 854~ 1500 461 2194: 201 2194 544i 67.6i 81.2 1500f 43.0 2154 20' 2154 546 92.4. 77 4 1500 46.9 24491 20~ 2449 548j 102.6 75.5 1500 47.3 25411 20 2541 550 69.6 73.4 1500 51.31 29471 20' 2947 554 129.2 80.9 1500 51.7 27091 22 2709 5561 118.4 759 1500 49,9! 2774i 2~ 2774 558~ 74.4 77.6 1500 49.6! 2600i 20~ 2600 560 62.0 70.2 1500 45.4 2525i -20 2525 564' 103.8 70.5 1500 49.1 2899~ 20 2899 568 96.4 71.6 1500 60.2 5182 20 5182 570 34.4 72.3 1500 60.4 4662, 20~ 4662 572 85.8 65.9 1500 42.1~ 23601 20 2360 574 185.6 67.3 1500 56.8~ 5056 20 5056 576 157.8 67.6 1500 59.6! 6473' 20 6473 578 85.2 67.7 1500 57.5~ 5202 20 5202 580 129.6 67.1 1500 59.9~ 6696' 20 6696 582 344.0 63.8 1500 59.7' 9959r 20 9959 584 298.8 68.2 1500 63.0~ 8907 20 8431 586 157.8 62.6 1500 52.7' 4434T 20 4434 588 197.4 62.5 1500 59.6' 11666' 20 11666 590 112.8 61.4 1500 59.5~ 15033 20 15033 594 507.6 58.8 1500 36.9' 2880 20 2880 596 507.6 61.0 1500 58.9: 4003, 20 598 563.6 59.1 1500 57.1 4755 20 600 282.0 64.9 1500 57.4 4103t 20 i ~ 7 604I 90.2 83.1 1500 69.2 3687 20 368 606' 141_0~ 45.2 1500' 27.7 2022~ 20 2022 610~ 141.0/ 53.9- 1500 43.9 3434~ 20 2877 ' 616 1128r. · 606. 1500_ 60.6.~1 266683 1 20-266683_ 618 197.4, 912 1500 42.u4 2110 20 2110 620 428 6 67.5 1500 65.3i 11121 20 7769 630' 141101 39.9 1500 26 5i 21671 20 2167 632' 141 0 62.7 1500 44 3~ 2636F 20 2636 634 169.21 56.2. 1500 40.6 29~81 20 2383 636 141.0~ 64.3 1500 44.4' 2818' 2oI 2042 638 451.2 46.3 1500 21.3 2006~ 20 2006 6421 67.8l 742~ 1500~ 60.4 4037i 201 2608 6441 146.81 47.2 15001 37.41 3469i 20i 3469 6461 79.01 64~ 1500' 53.2' 4322i 20i 3527 648~ 103.0' 81.O' 1500i 67.0~ 4392~ 20t 3938 650 270.8 107.0 15ooi 90.7 5065' 20 4258 Page 39 I I I I I I I I I I I I I I I I I I Conc. Source Fire Flow Output I Junctions i Static Statc F reflow~ Residual ~Available Calculated Design Demand Pressure Demand Pressure Flow Pressure Flaw D '(gpm) (psi) (gpm) (psi) (gpm) J (psi) (gpm) 654 230.0 89 6 1500 72.8 4240j 20 4222 658 110.6 71.8' 1000 37.6 1-,,68!i 20 1768 662~ 0.0- 63.7~ 1500j 36.8 2028! 20 1634 6~T~ 118.6 86.4 1500~ 83.2 9770 20 6301 6661 282.0 83.2 1000~ 64.4 2654 20 2654 668 205.8 66.0! 1500i 48.6 3012 204 3012 672- 225.6, 87.7i 1500, 73.6 1726' 74 3212 674- 282.0 44.7 15001 22.7 1 g06~ 20 1 g06 676- 8461_ 79 .6[ 1500I~ 62 .9 , 3666 20 2082 678 56.4 74.g 15001 62.2 1556 62 2770 680i 169.2, 53.5 1500~ 44.6L 1669 45~ 682 259.4 62.4- :1500: 48 6~ 3568 ' 20 257~ 684- 225.6 45.1 1500 31.5~: 2567 20L 2560 686 56.4 66.9 1500. 61.2i 1556 61 688 63.4 50.0 1500 46.5 1563~ 46 690 293_2 71.7 1500J 61.4~ 4967+ 20, 314z_ 692~ 38.8 80.7 1500 79.1, 1539, 79, 696 77.8 69.3i 1500 65.2 8329 20[ 5433 698 45 2 90.9 1500 90.54 37283~ 20i 23297 700 98.8' 53.2 1500 52.9 32238 20i 2'~300 704 92.8 69.21 1500~ 53.8~ 2988] 20r, 2988 706 82.6 114.4 1500 103 3, 5908L 20 5756 708 87.2 70.9 1500J 57.1 2521 J 20i 2294 710 121.2 49.0 1500 38.3 2895 201 2895 712 338.4 81.4 1500 22.9__ 1888 20! 1888 714 338.4 80.4 1500 ~ 63.8 4129 20 4129 716 282.0 70.0 1500' 61.7 5783 20 5451 718 141.0 53.2 1500 ~ 44.6 4089 20' 4089 720 423.0 59.4 15001 54.5 5768 32 6288 722 327.0 47,0 1500 42.2 5391 20 5391 726 67 6' 39 3 1000 28 3~ 1446~ 20~ 1446 822~ 200,2~ 44.2 1500 44.2~ 112394J 20 101016 828p 112.8 48,5 1500- 48.5~ 105646 ~ 2~ 105646 854. 1299.0 81,6 1500~ 75,31 8430! 20! 8430 864 84.6 49.0 1500 37.1 ~ 2806~ 20i 2806 866' 0.0 45.0! 1500I, 29.4 20981 201 2098 868 21.2 89.5' 1500i 79.7 5734 20 3124 890 108,81 45.4 1500 33.4 2697 20 2686 892 123 6 50.6 1500 22.9~ 1722 20 1722 894 1904' 547 1500 17.2 16191 20 1619 8961 70.6 98.3 1500 64.11 25391 20 1854 898 127 0 117 5 1500~ 102 51 5648t 207 4711 900 72 8 117 6 1500 102 8t 5597 20i 4740 904 103.0 85.3 1500 i~ 70,8 4483, 20i 4012 908 98.6 81.8 1500, 67.7 4121 20 3654 Page 40 I I I I I I I I Conc. Source Fire Flow Output lunctions , :Design static ; static Fireflow Residual Available Calculated Demand Pressure Demand Pressure Flaw Pressure i Fow ID (gpm) (psi) (gpm) (psi) ~ (gpm) (psi) (gpm) 916 67.8i 82.8 1500 39.~I 19541 20 1954 918 17.61 85.4 1500 13.1! 14341 20i i434 920 17:6i 45.3 1500 31.61 21751 20l. 217,5 922 70.61 91,3 1500 9'1.3l 175280i 20i 112696 9?4 225.6 ~i.0 1500 56.7; 3083 201 1885 936 87;2i 42:3 1500 32~5[ 7529i ~0i ;)529 9~8 28;2! ~4.2 ~600: 2~;~ ~378F 201 944 '14.~ ! 95.2 1600 93.9[ 11332i 20L 6!17j 946 56 4 ~4 5 1000 -46 6 639 ~0 639 952 '14-12 ! 117.4 1000 ~16.41 132881 20i 5~60' 9~ 140.0! 491~ i000- 29.4i, 1398], 20i 1398 9~2' 338.41 79.8 2000 77.2i 10970! 20i 10970 ' ' ~69;)I 201 669;) 974 170.0i 44.1 1500 42.1 i 1048 41.4 125.2 1000 113.8 39981 201 3998 11100; 107.0i 76.4 15001 35.6~ '1962! 201 1962 i 110~! 0,0! 75.1 1500 35,3i 186D ~0! 1860 I I I I I I I I I I I Page 41 "7 8 B 8 8 8 8 T11S T12S 8 8 8 8 · 18 rrl l 'i · 16 4 Ground $.tor~ge Ut.ctMo.te 6690 *X' Zone Zone Reservoir (Propo~ed=0,4 FIG) 1140 gpm 'G' 'to 'I' Zo~ Boos'ter S'to,'tlon {P~bpOsed=leO0 gpm> ~870 gpm 'E' to 50 gpm) 'E~ 'E' '. T, 12S 'T15S r t MG> 16 ~' 'C' 'co 8 G 6 \ / /.> ,m.. s.'.;-.. .:,: ,O ZONE 1680 gpm 'E' ~'--'"~ 4.0 MG 'Y' Zone'"' 18 TO.CO~I, 3~,850 9pm Ui3cmo.'te 12,3 MG Forebo.y Reservoir [ti Gro~d ~'toro.ge Z Zone Boos%er , '~.. ~ ~ ~ ~ ~ [ ~1 18 18 Ul,~o.'te 3440 gpm 'D' Zbne Booster 8 B ~12S Exls't;ng N<~ro.nJ~ Reservoir ~nd Booster 84 Ul,.cImo.'te 4,7 MG Zone Reservoir (Exfs.cing=4 MG) Uttlm~(~ 8980 g~m 'C' 'to 'E' Bo~ter S'tO.~lon (Exis'tlnQ=370O Qp~) U['tlMo.'t;e 3,6 MG : Zone Reservoir .to 'C' Boos.ter $.t~'tton -- Ut'tlmO, te 4,0 MO 'Z' Zone Reservoir (Exls'tlng';a FIG) / / .PIPE, NORTH SCALE: 2"=1 LEGEND MILE t2 ,, PIPE DIAM~ER JUNCTION DEMAND SUMMATION JUNCTION pump VALVE < RESERVOIR ' : I BOOSTER STATION ': ,' · , ~-:7.~"-^'--~"~ "":: '-,',' -- ~:; j.. . .~;, r ~: 5 ii, , '1, i\ T115 T125 "1. ~;, :;} :.,' '1 ~~; '"-' :i :1,' ,j, :1 ~ ;1' ,'~ ;', -~~<<---- .; ,,' , ! L ',J:' ,) A :: I:.t . , ,i...' ~7 ("' "'to". '~./ ~,' T125 T135 \;,' ~i . .~" :; :." ;L " >'0 ~v 'o{ ~:; 340J w o ~ ~ .' w ~ ~ 0:::: 6J 404J l!l ... 526J ... C> <J1 OJ w o ~ 0:::: 00 ... If) i1J' 550 <J1 <J1 J\) <J1 <J1 00 6 ") 566 '-' ..-\ '\.' ", ',.~, , ., C1 1\,./ <'jl '\ '../\.../ , ~..- ' w ~ ~ 0:::: 8J J\) '" w 4J 538 <J1 &l 2J 403 C> '" If) .,1 --;' C'" /'-, \...j '530 532 : ,~....-'-. i~' "-. /', /,' . ./ 7/ -" i~, / / '~'') I / (' ,,~_/I /// '-,--- \--- -,.,.,-------.---"-<<-... .' ~, /. ~~ ! /) \ /i/, _,.-~'____......__/./ I / r'.' 0" '" J/,/ ;/- I', / /, // ' J '.'-' , , //' \''-'~/ ' G Z " ~-'" /-- ONE' -'\ /- \ ;' \1 ,/ ',,---. ., "'! ~ r I \ ~ . / \ '--"--~"', \ /' j ~, / ~ ~-~ i ~, : "'-..:....._-~---- :"(' .;~: . " I I %; I: ., "l ') , , ,\ ,~:' j': !'- .' . I , " ~ l\ ~ ,- 1~ ~ ~; ~' ~J .-'1 r-o .-" '::i , "" .,-, ~~ -~, ,.~, ~, ."-.~ \ \ \ '1 ~ j i ,'" \ 1,,\ \ "- '\, "- '~ ' ~ " """ '-...'j j ,,/! " "-.~, ~ ," ~ , '''-.'' " " :'}., , , " ~. 'I \ ! I I I \ \ , \ \ \ \ , ,-,\ ! (':1 \ \ , \ \, \~ \ \ , \ \\''')' , , \: ',' \. x () .J , , ,.J \ ~, ~' ,..~-- ,- '\ , ~) \ \. \ " , \ { ....~ \, W N W 1'0 ~ ~ , '1 ( \ \ \ \ ~ ".., '\ ~, "'-' ~ '\ \ \, " W~ <N; , ~. 0:::: ,', ; , "', " , w \ \ \ \ \ ~ 0:::: " 1 ~ ; i ~ ' '; (~:. 524J <J1 W ... 6J 580 8J , , \ \ \"-.~, """\. '" '......- ~--...~ " \ , \J t,io' , ..i ~ . 1 O \' \ . \ ~ \ I, , ~ 1 \ o ';\ ~."'''< ~ '\ ~ ' '-."--..',aw \ ~,J' \ ~ - \" i ~ 04:. \~ o"'~ (<).... fQ . , ! " I! " , ',,- I', ", '\, \\ I " \ '\ ~ \l \ i \ , ! ! \1 1 i. ~ ' I '" I' '''\".., "'~ '-.. '" '" 00 "'''" <r! ",,- ~, ~" \ \ \, '\:,.j \ \ " \, .~ .~, ''\ '~ "'\ / '" " " ",,- ~ ''\~ ,.~ \ \~ \,~, \\ " \ \ \ ,'", ,<'> "' \ \ \ \ , \ " , \ '\ \ \ \. (I , \ ~ \ ~ \ \" ~ '"\ c~ ~ / ~o /V~ OJ r) -~ 540 \ \ \ \ ,/ ,~" \ <J1 ... J\) '" '" <'> " '\, \ \i \1 ~\ .\ \ \ \ '~ "\ " \ \\ '\ ~ ... ... " \ , \ \ \ 960 6J \ \ \ \ \ , , \. J J 510 261 , ."L ~ ""' \\ OJ \, ~' ; \"""'" % ~ . '\, ~ o. ,\, '~ \ ~ ~ , )76) ,)Q <J1 '" ... <J1 '" <Xl '" 406J * 5961 46J , ". \ \ \\ \ ~ \ '" '" J\) 572 r "J 576 ~ I' I ,/ !/ / I / / i / / / , / ,. /1 / ~ ~~ 1" Os ,;. \ \ \ \ i I I , I cP ;; // , ./" ~----- -,~~-- ---~---- - ~~-~----l-(5--"-'~---'_":-'----- ,"'\ L ,..,: '- , \,' , i .' '\ ~:.~.. ~"') T~ i! hi-' ,j"- ,- I' I: " i' ij, ~ '" I ~t t' , , ('\ : ',I ',"-. ,~c ;' ""... .,.. "- f , "', z: . OJ .J \\ '\, 4J 2J 413 592 '" W '" " .!.-. ',~ ! _.----~-~"'..... ~ '" g \ I \, 56QJ 604 606 562J '" ~ 608 4J 4J 620 ""-., " "'~ , '-~~-~~---~---- "-Ml I \ ,\-", " "", , ,,>-, , '''.., '" '" C> - 366J 1 / ,,), " -4 ""~ , 1 I OJ! \ \ \ \ \ \ , \ "'-, " " '", ~h~ ~\ ~ \\ <<" \ \ ~. ~' \ '\ \ \ ' \ \ \ \ \ 0;J '"'\ \ \ \ '" ~ ... 00 <J1 00 2J 604J 92aJ , "-., """\. ~ ..'P ''::',t- 222J 2J O,J '''{ , () , , \ \ , , \ OJ ':::Z' ..'~ ", '. . .', g; C> '-..,,, '. ~ ... - "' '" J\) ... <J1 '----.... 0\ 6J 640 , \ "\ ~.....~'...... ""'-.. . r--'-:'.~_.___..--....~/-'~-----'--"----,---~~ ~"-'---^--~---"-- \ .-/ , --,--~ / I / I I i I ! I I ! 3 \. , \ OJ 4J 678 640J ". " ", ", ... '" '" \\ , \ \ \ \ \ \ \ \ \., '. \ \ \\ "- , \ \ \, \ " ;; ij '1' 1 "]' , 706 69 1I46J " " 2J ., (. ,-' 702 672 822J " \, '. \ \ , \ ~ C> g; s O~ +t \, 6J '''\ \ ", - ... <J1 656J t--'l 1,--" ~ ... - ...", <J1 J ;,~ ) \ \ \ .', 'I' <-~- j ("--:-- - ---.--.. \ ~ \. \ , \ ) I ..,/ J ! ' /;~ ! \ I . ! \ \ \ \ \ \ \ \ \ \ \i \ \ \ \ \ \ I, \ ,\ \ \ .'\ . \ \ \ "'-l~-n 4J . "l\td\ ; I . J \ "" ~_-"..,,__~_1Jl.Q-,----,-_.,,~_ . . ~ I. "2-tQ-G' .///~-- ,1 '---~I / /' . / / / / --,~/ -~ ' 812 2 OJ '6J J\) - '" 95 718 ~ ~80J \ \ , ~\ \ \ , \ , \ \ \ , \ \ \ '\ 1I'<46T 08J 4J ... l8 ", , 1 , I 26 .. 6;;)- --~-- - [' '-'__,_ I ---~_.../ ~""'-- 92 1050J I , , , ", ~ ~I :)'f \ j . I I ! I I J I I J J 1154T 46J , , ", \, , !..,\ .... , \ \ 6J 449 4J, / / I .I I / ~ / " .I , / ~ .",_...., / "c;~ \/ <<' ,', ,.., ! '" 00 J\) ", . ~, ;!! \~.; (~ .' /" , ~ " i ; -) ././<" /f ....,,-,#// !::"~- I \ I ) ) ) ..,..-.../ / .' . ./~\.~ . ;. .'.. '., '..... I ( (\ \),' )_,~,_~/2:22QQ~ 1_) \ \~'-' ~ V/ . . K.-'r) \' \ I ",,-.\ \: ".,..... . ... . " .. . . . ...,;,.. f" ,../ r \"l, , .. ."~ I ~----1------~-~ / ''...., '----.~l -.....~....,....., : (l / //-c_-t--- ~-- ' '\ I -.....-, J' -.. \.V / I ~ ~-, I ( ",......--.. . 3 1,.C)'- 'I ( llt~ ..... 1" / \ ------\ \ / " \ \\ / ~.' I .. ',' '. /,~ ~ . n~~' ;~r\ 1 ////-/", ,; /./) . Y , I' // C/--'--'''''\. ~ . / .\\// t.: \\ 4]>.. . "// \ ~v ' ___ . _____, \~-e> . < 0 IV.L' r~ 1,,0., , <.: , o i 7 5 '( \ ~-'--,,<;OIA... . .' \ /~" Ar i \.\..J '\ "v... 0 "\. Ii ~) : /- L.<." '" ) ;15 ww... ~... ....~r\ ( .,,- A .HU - ',H, ~ i . ____Y /~\ .-?_71 \ >'-____~ A ,~ 1002T 4J ~~ to: ;) 2J 85 792 4 If) ... ,) ~ ~ 2J 798 --7 "7 ,)~) .J- ~ ,b .'/1, )'J/~ 1 ,,~,' <J1 - 161 ) / / / / / II' / I I / i I I , \', '~0; a (9, " /1 " . .' ".y', ,~, ,~' , ,--',,-, I :::10' w'_ 00: i , 8J OJ 157 121 63 I 1, / / / / / , / / / / / I I i / / / , 1 ~\'O I c1J cy I I \ ~ ... ... <>0110 ; r .i:' ,. <.: 1 32J , , , , '-, \', '" '~- --.......... / / \ \ " \ "~\ " \ ~~\ ~\ ,\ ~ 6J i ,/ ~ -" ------- ~-"' 816--,- ge ~ w ... 8J 4J 101 2J 99 I i t I I ! I r i 1'1 H I' , -.---~,,- -'--) , I i '" ;:~ ... // I I , 1 ! I ! , .'> , , TOWN OF MARANA , , WATER' MASTER' PLAN' CONCENTRATED SOURCE .' MODEL SCENARIO' 2. NODE MAp: ENVIRONMENTAL ENGINEERING J CONSULTANTS. INC. .' 4625 E. FT" 'LOWELL RD: SUITE 200 " TUCSON, Afu~o~'A 85712 , I , I I r I, I' i. ", ; !. .- f; \ , f r I I -rf1'1S'" , 1125 6J "'---.........-- 1 4T ,t' ,/ . // ~/ /' , ' 7 ~-"---'-'-' ~, , I;' " '" '" t\ ,fe. :'\ 'I I . . ' ,,"I ' "u.... ,.:.<', :1 ", ., :1 '- ,1 '. ";1 -II -Ii , ;! ': 'j, ')1 , :! " ,'1: I , ., I I .' [ ! .1 " , , " ',: , 1: , I .: I' . .j II I I , I : t r -: I ! , i I : i I: I , " ,{', "! (D '.1 -.,':; NORTH SCALE: 2"=1 MILE '" , .:,':..,j " LEGEND 456 PIPE IDENTIFIER ,', .' ,.104J JUNCTION IDENTIFIER ~. 3010 ~" , - '. VALVE IDENTIFIER , - ,"( l!l1040T RESERVOIR/TANK IDENTIFIER [!) 1 082T BOOSTER STATION IDENTIFIER (~) 10J DEMAND SUMMATION JUNCTION. IDENTIFIER WELL , <.~ I!I . E>l . ,'j I I I I I I APPENDIX H I I I I I I I I I I I I CAP SOURCE MODEL RESULTS I I CAP Source Junction DB CAP Source - Scenario 3. Node Database I I I I I I I I I I I I I I I I Junctions ID ELEVATION DEMAND 2 2085 169.2 I Junction 4 2130 141 I Junction 6 2130 169.2 I Junction 8 2139~ 225.6 1 Junction 10 2141 0 I Junction 12 2148 187.6 1 Junction 14 2160 131.3 1 Junction 16 2170 0 I Junction 18 2180 14.1 Junction 20 2180 141 Junction 38 2203 35.3 Junction 40 PATTERN DESCRIPTION PRES_ZONE X Y SYM_SIZE 4 742558 505882 300 5 746406 496623 300 5 751456 497731 300 5 752625-491294 300 5 752819 490638 300 5 754158 493605 300 5 758508 490291 300 5 755927 487493 300 5 762391 482303 300 5 761165 487547 300 5 763834i487564 300 6 766209 487568 2225 100.8 Junction 44 46 2288 48 2211 50 2204 58 2246 62 2339 64 2357 66 2326 68 2216 2268 69.1 26.4 33.7 52 70.2 36.7 25.3' 105 119.3 72 2261 53.6 74 2236 67.7 78 2510 24.3 80 2480 25.9 82 2580 9.3 84 2540 9.3 88 2595 26.5 90 2490 40.8 126.9 Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction Junction 6 766193i490197 Junction 6 765971 492697 Junction 6 763844 491792 5 763816 490240 6 768826 487586 7 767143 495356 7 768729 495368 7 768752 492596 6 769154 482432 3OO 6 773484 482403 300 6 771781 482403 9 763724 512408 8 763744 509776 9 768767 512446 9 768659 509792 10 774073 510329 8 768818 507167 11 778950 516325 PHASE Existing Existin( Existin.( Existing Existin( Existin( Existin Existin Existin( Existin(. Existing 300 Existin 3001 ExisMng 300~ Existing 300 Existing 300 Existing 300 Existing 300 Existin 300 Existing 300 Existing Existing Existing 300 ExisUn( 300 Existin( 300 Existin( 300 Existing 300 Existing 300 Existin( 300 Existin( 300 Existin( 96j 2740 98 2730 126.91 Junction 11 777891 516315 300 Existin IO2' 2691 0 Junction 10 776078 514620 300 Existin 104 2523 141 Junction 9 774128 505403 300 Existin( 108 2478 141 Junction 8 768818 505379 300 Existing 110 2490 35.3 Junction 8 771315 505379 300 Existing 122 2385 25.3 Junction 7 768710 498024 300 Existin( 124 2345 39.5 Junction 7 767375 498031 300 Existing 126 2230 163.5 Junction- 6' 771944 477287 300 Existing 162 2290 14.1 Junction 6 760439 478163 300 Existing 184 2311 78 Junction 7 767983 490100 300 Existing 198 2700 197.4 Junction 10 760943 525770 300 Existing 200 2540 45.1 Junction 9 758281 519466 300 Existing 202 2895 0 Junction 12 761522 530681 300 Existing 208 2850 0 Junction 12 759253 532469 300 Existing 210 2895 0 Junction 12 761338 531306 300 Existing 212 3000 112.8 Junction 13 759936 533788 300 Existing 214 2104 387.7 Junction 5 743930 501056 300 Existing 216 2130 141 1 Junction 5 745222 496961 300 Existing Page 1 I I Junctions CAP Source Junction DB I I I I I I I I I I I I I I I I 218 222 232 234 236 238 240 242 244 246 248i ELEVATION DEMAND PATTERN DESCRIPTION PRES~ZONE X Y 2124 84.6 1 Junction 1987 0 I Junction 1990 28.2 I Junction 1985 335.3 I Junction 2010 42.3 1 Junction 1969 50.8 1 JunctionI 1947 0 1; Junction 1980 0 1 Junction 1990 0 1 1995 49 1 1987 59.7 1 5 740279 500439 3 714939 522037 3 718297 531320 3,716006 529283 4 721242 529353 3:710744 529283 3i705440 535537 3~716009 531954 Junction 3 717820 530896 Junction 3 718638 526693 Junction 3 716009 526693 2541 2088 O- I i Junction 4i 741988 505870 ~60L 2094 70 5T 1 '~ Junction 4'+741836: 503783 - ~ ' 5~757204! 495422 264i 2160 115.6 1~ Junction 266~ 2164 0 1 Junction 5 758810 492789 268[ 2175 0 I Junction 5 760439 492789 270~ 2172 90.6 1 Junction 5i 759760 494213 272i 2179 50.8 1 Junction 5. 758522 495422 2761 2080 0 1 Junction a 742404 510106 2981 2270 42.3 1 Junction 6 748016 487431 302, 2320 14.' 1 Junction 7 748016 484131 308i 2071 0 I Junction 4 732057'509706 324 2070 84.6 1 Junction 4'733320 508734 340~ 1932 33.8 ~ Junction 3r698156 530755 342~ 1942 0 * Junction 3 699620 530755 344 2640 0 ' Junction 10 764466 519274 348 2700 0 1 Junction 10 764466 522120 352 2660 0 ~ Junction 10 764466 520320 356 2250 7 ~ Junction 6 757708 482620 358 2226 0 I Junction 6 758165 484438 360 2228 0 I Junction 6 757698 483997 SYM_SIZE PHASE 300 Existing 300 Existin¢ 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existir 300 Existinc 300 Existin, 300 Existin, 300 Existir 300 Existin~ 300 Existir 300 Existir 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existing 300 Existin~ 300 Existin~ 300 Existir 300 Existin§ 300 Existir 300 Existir 300 Existir 300 Existir 300 Existin< 300 Existin 364 2120 0 I Junction 5 750799 492914 300 Existim 366 1980 0 I Junction 3 712468 523235 300 Existim 398 1976 32.5 I Junction 3 714096 531936 300 Existin 400 1994 20.9- 1- Junction- 3 718342 529283 300 Existin 402 1956 55 4O4 1945 0 4061 1995 0 410 1967 20.3 412 1981 44.9 414 2260 0 416 2450 0 420 2300 29.7 422 2305 57.5 424 2280 62.4 428 2270 46.3 434 2430 42.3 436 2445 131.2 440 2311 0 Junction 3 705440 529283 300 Existing 300 Existin< Junction 3 705359 538332 Junction 3 718639 527996 300 Existim Junction 3 710674 531847 300 Existin Junction 3 713463 526686 300 Exstin! Junction 6~ 750197 487441 300 Existin Junction 8 763584 508655 300 Existin! Junction 6 763739 495366 300 Existing Junction 6 763728 496271 300 Existing Junction 6 766359 492737 300 Existing Junction 6 763759 493978 300 Existing Junction 8 768732 501278 300 Existin Junction 8 771367 501278 300 Existing Junction 7 769175 490445 300 Existing Page 2 I I Junctions CAP Source Junction DB I I I I I I I I I I I I I I I I I ID ELEVATION DEMAND PA'FrERN DESCRIPTION PRES_ZONE X Y SYM SIZE PHASE 442 2417 0 1 Junction 8 768705 500517 300 Existing 444 2310 34.8 1 Junction 6 766137 493953 300 Existing 456 2699 0 1 Junction 10 777966 513510 300 Existing 462 2500 0 1 Junction 9 767473 508601 300 Existin! 464~ 2260 14.1 I Junction 6; 753730 485647 300 Existing 468 2895 0 1 Junction 12 760522 532603 300 Existing 470~ 2140 141 I Junction 5 749262 493612 300 Existing 5021 2560 17.7 1 Junction 9' 771422"509818 300 Existing 504 2600 26.5 1 Junction 10 771475 511924 300 Proposed 506 2630 17.7 1 Junction 10 771397 513764 300 Existin( 510 512 514l 5161 518 52O 2390 0 I Junction 7 763663 504581 300 Existin( 2520 O' 1' Junction~ 9' 768510 508554 300 Existing, 2415' 41,3 I Junction 7-766063- 504578 300' Existin( 1942' 25.;4 1' Junction 3-705356' 539757 3005 Propose~ 1935 24.5. I Junctior 3 702449 539730 300 Prooosed 1935 25.4 I Junction'. 3 702435537094 300 Prooosed 522 1942 16.9 1 524 1960 33.8 526 1947 50.8 528 1948 5O.8 530 1960 42.3 532 1960 42.3 534 1970 42.3 Junction 3 702503 534445 300 Prooosed I Junction 3 710686 536946 300, Proposed 1 Junction 3 705394 537108 300 Proposed 1 Junction 3 705440 534512 300 Proposed I Junction 3 709001 540431 300 Proposed 1 Junction --3 711621 537914~ 300 Proposed 1, Junction vI 714614'535772 300 Proposed 536 1963 45.1 I Junction 538 1970 11.3 17 Junction 540 1933 31 1 Junction 542 1940 27.1 1 Junction 544 1950 33.8 Junction 546 1960 46.2 Junction 548 1965 51.3 Junction 550 1973 34.8 Junction 552 1960' 0 Junction' 3 705427 526554 554 1951 64.6 Junction 3 705440 531807 556 1964 59.21 Junction 3 708122 529283 558 1960 37.2 Junction 3 708069 531861 560 1981 31 Junction 3 710808i 524020' 562 1983 0 Junction 3~ 7124481524020 564 1985 51.9 Junction 3. 713494 524040 566 568 3 710700,534521 300 Proposed 3 713175.534550 300 Proposed 300 Proposed 300 Proposed 300 Proposeo 300 Proposeo 300 Proposeo 300 Proposeo 3 699595:534416 3 699635 531755 3!700416 529235 3~705442 525974 3 708145 526594 3 710768 526634 300 Proposea 300 Proposea 300 Proposea 300 Proposea 300 Proposed 300 Proposea 300 Proposed 1987 0 Junction 3 714857:524096 3001 Proposed 1991 48.2 I Junction 3 716056:524040, 300 Proposed 3 717479'520075' 300 Proposed 570 1995 17.2 572 2004 42.9 574 2005 92.8 576 2012 78.9 578 2010 42.6 580 2015 64.8 582 2025 172 584 2012 149.4 586 2020 78.9 1 Junction 1] Junction 1~[ Junction I Junction 1t Junction a. 725162 524151 Junction 4 726632 522719 1F Junction 4~ 726632 518863 1 Junction 4 726595 524775 Junction 47726595 528778 721375 526648 300 Proposed 721339', 524151 300 Proposed 721375 518789 300 Proposed 300 Proposed 300 Existing 300 Proposed 300 Proposed 300 Proposed Page 3 ! I Junctions CAP Source Junction DB I I I I I I I I I I I I I I I I I ID SYM_SIZE PHASE 588 2030 98.7 Junctior 300 Proposed 590 2035 56.4 Junction 300 Proposed 592 3100 0 ~ Junctior 300 Proposed 594 2750 253.8 I Junction 300 Proposed 596 2650 253.8 1 Junction 300 Proposed 598 2550 281.8 1 Junction 300 Proposed 600 2450 141 I Junction 300 Proposed 602 2800 0 I Junction 300 Proposed 604 2600 45.1 1 Junction 10 758291 522489 300 Proposed 606 2800 70.5 1 Junction 11 763591 528396 300 Prooosed 608 2900 0 I Junction 12 767771 528819 300 Proposed 610 2780 70.5 I Junction 11 765938 526941 300 Proposed 612 2760 0 IT Junction 11 768574 524095 300 Proposed 614~ 2760 0 I Junction 11 768881 524462 300 Prooosed 616J 2040 56A 11 Junction 4 733416 518949 300 Prooosed 618~ 2060~ 98.7~ 1~ Junction 4'738589 514448 300 Proposed 620~ 2750~ 214.3 I Junction 11~771050 521389 300 Proposed 622~ 2700 0 I Junction 10 774025 516113 300 ProDosed 624 2730 0 I Junction 1! 776212 516138 300 Proposed 626 2660 57.8 1 Junction 10 771335 516088 300 Prooosed 628 2640 125.5 1 Junction 10 769072 516013 300 Proposed 630 2700 70.5 1 Junction 11 769510 518947 300 Prooosed 632 2760 70.5 I Junction 11 766381 522664 300 Prooosed 634 2660 84.6 I Junction 10 766382 518926 300 Proposed 636 2640 70.5 I Junction 10 764486 518950 300 Proposed '6381 2680 225.6 1 Junction 10 761078 523874 300 Prooosed 640 2580 112.8 1 Junction 9 761078 519052 300 Proposed 642 2620 33.9 I Junction 10 766398 516154 300 Proposed 644 2580 73.4 1 Junction 9 763585 516233 300 Proposed 646 2540 39.5 1 Junction' 9,761048 516642 300 Proposed 648 2500 51.5 1 Junction 9,758301 516840 300 Proposed 650 2440 135.4 1 Junction 8 758325 514000 300 Proposed 652j 2540 0 1 Junction 9~763593 513868 300 Proposed 654 2480 115 1 Junctionl 8~760531t513507 300 Proposed 654 2580~ 0 1r Junction' 9i768482 511948 300 Proposed 658~ 2410 55.4 1 Junctiom 7~763635 506032 300 Existin 660 2540 0~ 1 Junction 9768654 509313 300 Existing 662 2380 0 1 Junction; 7 758429 510106 300 Proposed 664 2330 59.3 1 Junction 7 757072 508566 300 Proposed 666 2080 141 1 Junction ~ 743090 510685 300 Proposed 668 2160 102.9 I Junct~onl 5 747098 512384 300 Proposed 670 2140 0 1 Junction 5 746734 511322 300 Proposed 672 2110 112,8 1 Junction 5'746461 510170 300 ProPosed 674 2300 141 I Junction 6 752850 512488 300 ProDosed 676 22201 42.3 1' Junction 6 750465 509919 300 Proposed 678 2140 28.2 1' Junction 5 748101 508622 300 Proposed 680 2190 84.6 I Junction 5 750519 508555 300 Proposed 682 2260 129,7 1 Junction 6 753081 508622 300 Proposed 684 2300 112.8 ~ Junction 6 755255 508639 300 Proposed ELEVATION DEMAND PATTERN DESCRIPTION PRES ZONE X Y 4 730051 521874 4 730639 518899 14 763948 535724 1' 754461 534875 10 751061 535249 9 747491 534705 8 743683 534502 1~ 762280 528534 Page 4 CAP Source Junction DB I Junctions I I I I I I I I I I I I ! I I I ID J ELEVATION DEMAND PATTERN DESCRIPTION PRES_ZONE X Y 686 2160 28.2 1 Junction 5 750591 505558 688 2200 31.7 1 Junction 5 752330 504488 690 2240 146.6 1 Junction 6 753900 505680 692 2130 0 1 Junction 5 751076 503313 694 2120 19.4 1 Junction 5 750439 502373 696- 2250 38.9 1 Junction 6 755783 503253 698 2320 22.6 1 Junction 7 758395 506044 700 2290 49.4 1 Junction 6 7584251503344 702 2298 0 ~ Junction 6 758430 502611 704 2370 46.4 Junction 7 763653 503683 706 2440 41.3 ' Junction' 8 768774 503318 708 2240 43.6 1 Junction 6 760320 495374 710 2180 60.6 1 Junction 5 763011 490190 SYM_SIZE PHASE 300 Proposea 300 Proposea 300 Proposea 300 Proposea 300 Proposea 300 Proposea 300 Proposea 300Proposea 300 Proposea 300 Proposea 300 Proposea 300 Proposed 300 Proposed 714 716 718 72O 722 724 726 762 79O 810 824 828 854 712 2080 169.2i I Junction 2090 169.2 1 Junction 4 734875 503377 21201 141' 1~ Junction 5'741102 499096 2160 70.5 I Junction 5 740378 496496 2150 211.5! 1~ Junctio~ 5i745233 495596 2180 163,5 I Junction 51745239 492670 2195 0 1 Junction 2440 33.8 I Junction 2010 0 1 Junction 2140 0 I Junction 2140 0 1 Junction 2897 0 1 Junction 2900 56.4 1' Junction 2220 649.5 I Junction 2311 0 I Junction 735014 508041 300 Proposed 5 758505 484793 8 752954 477498 4 721357 521512 5 753033 496002 5 750593 492250 12 767226 528976 12 767862 527721 6 758554 498105 7 758694 503970 300 Existin 300 Proposed 300 Proposed 300 ProDosed 300 Proposed 300 Proposed 300 Proposed 300 Proposed 300 Existin¢ 300- Existin.( 300' Proposed 300 Proposed 300 Pro~)osed 300 Prooosep 300' Proposed 860~ 864 2200 42.3 I Junction 5 749877 510097 866 2300 0 I Junction 6 754343 509880 300 Proposed 868 2206 10.6 I Junction 5 752745 504803 300 Proposed 890f 2311 54.4 I Junction 6 755922' 507519 300; Proposed 892 2410 61.8 1F Juncton- 7- 758408 510906 300 Proposed 894 2400 95.2 1' Juncton~ 7 756613~ 512547 3001 Existing 8961 23001 35 3 1~ Junction' 6 754482!510887 3001 Proposed '~)8i 2416,~ 63.'~- 1i Junctidn' 7~58392~ 511506 3001 Proposed 900 2416- 36.41 1'I Junction 7~759485 510127 300', Proposed 904 2490 51.5~ I Junction 8'758306 516258 300 Pronosed 9 761246 514145 300 Proposed 8 766044 509361 300; Proposed 8 766852 509346 300 Prooosed 10 764793 516199 300 Prooosed 10 768917TM 513538 300 Existing 9 771463 511444 300 Existin.( 9 771852 505383 300 Proposed 10 761078 520415 300 Proposed 10 760473 525516 300 Proposed 1 Junction 9 758283521896 300 Existing I Junction 8 766875 508609 300 Existing 908 910 912 916 918 92O 922 924 '926 928 932 2500 49.3 I Junction 2490 0i I Junction 2490 PI 1 Junction 2600 33.9 I Junction 2600 8.81 I Junction 2590 8.8! I Junction 2500 35.3 1 Junction 2600 112.8 1 Junction 2700 0~ 1 Junction 2595 0 2490 Page 5 I I CAP Source Junction DB Junctions I I I I I I I I I I I I I I I I I ID 936; 938~ 2190 14.' 940j 2206 0 942! 2200 7 944! 2206 7.' 946t 2380 28.2 948 2206 0 950 2320 ELEVATION DEMAND PATTERN-DESCRIPTION PRES ZONE X Y SYM SIZE PHASE 2200 43.6 I Junction 5 759710 495390 300 Proposed Junction Junction Junction Junction Junction Junction 14.' '~ Junct~n 952~ 2260 7.' 1 Junction 5 755097 486796 300 Proposed 6 754826 4865681 300 Proposed 5 751165'488976, 3001 Proposed 6 750928488602 300 Proposed 7 746060 482886 3001 Existin~ 6j 762051. 481583 300. Proposed 7 747664 483907 300 Exis~r 6 757642481916' 300' Proposed 956j 958~ 960i 962! 2508 0 Junction 964 2595 0 q Junction 966 2595 0 1 Junction 9681 2700 O 1 ~ Junction _~70 2700' 0 I Junction 972 2805 169.2 1 Junction 974J 3015 85 1 Jun~ion 976i 2897 0 ~ Junction 3225 0 1 Junction 15 764568 535618 300, Exis~n, 3225 70 ~ Junction 15 765258~534293 300~ Proposed 2508 0 ~ Junction 9~ 746221: 534637 300~ Proposed 9 745740,534613 300 Proposed 9'748942 534926 300 Proposed 91749482 535009 300 Proposed 11 752259,535117 300 Proposed 11 752755 535063 300 Proposed 11 760601529286 300 Proposed 13 762235.534164. 300' Existir 12 761121 530716 300 Existir 0 I Junction 12 760975 530304 300 Proposed 0 Junction 14 763900~536595 300 Proposed 70 Junction 14 762993'536681 300 Proposed 0 ' Junction 12 767324:529542 300 Proposed 60 Junction 12 766320'529648 300 Proposed 0 Junction 10 776556 514076 300' Proposed 255 ' Junction 10 775944!513309 300~Proposed · Junction 12 762084i531363 300. Proposed · Junction 12 762715,530538 300 Proposed 20.7 1 Junction 7 7661151503885 300 Proposed 53.5 1 Junction 6 763752'497518 300 Proposed 0 3 Junction 6764340495364 300~ Proposed 0 I Junction 7 747589t484732 300, Proposed 90 Junction 7 746805 484473 300 Proposed 185 Junction 5 7505691490001 3001 Proposed O Junction' 5 7631301487560 300 Proposed 978~ 2897 980i 3107 982~ 3107 984 2897 986i 2897 988, 2691 990~ 2691 992~ 2897 0 994 2897 435 1048i 2415 11100 2308 11102 2308 11110 2330 11112 2330 11114 2200 11116 2200 11132 2040 0 Junction 4.727256!524774 300~ Proposed 1i134~ 2800~ O Junction 10 769407 525789 300 ProposedI 111361 2800 12500 Juncbon 10~770025~526870 300 Proposed 111421 2311 0 1 Junction 7TM759459 503037 300~ Proposed 111441 2206 0 1 Junction' 6~ 758544, 497337 300 ProposedI 111501 2800 0 I Junction 10 769098'526291 300 ProposedI 11152! 2230 0 1 Junction 6 768990 485009 300: Exi~ 111541 2760 0 1 Junction 11 769356 524095 300 Proposed 11156l 2595 ~ 1 Junction 10!768668,512843 300 Proposed 11158! 2595 1 Junction1 10i768643~513482 300' Proposed 11160] 2490' O 1? Junction ~ 768787 507826', 300- ExisUr 11162J 2416! 0 I Junction 71765290 503027 300 Proposed 11164 2416 0 I Junction 7 765926 503026' 300 Proposed Page 6 I i CAP Source Junction DB Junctions i ID iELEVA?ION DEMANDiP~FERNiDE~cRIPTION PRES ZONE X Y ~i166 2416 0 11 Junction - 7 768705 500055 11168 2750 0i 1! Junction 11 771352 521734 SYM_SIZE PHASE 300 Proposec 300 Proposed I I I I I I I I I I I I I ! I I Page 7 I I CAP Source Tank DB CAP Source - Scenario 3, Node Database Tanks i i : lb !ELEVATION ZONE]DESCRIPTION; X ¥ SYM SIZEi PHASE 1008 2701 91 Tank] 775352 515577 400 Existing 1010! 2897 11 Tank 762623 532016 4004 Existing 1132 28971 il Tanki~6~447 53025~i 4o0] prOpOsed 1172~ 3117] 13 Tank! 762119j 532777i 150 Proposed 1174 2907 11 Tanki 778863i 512483! 1501 Proposed 1176' 3012 12 Tank 7683671529764 150i Proposed 1186i 2340 5 Tank; 747229! 485240! 4001~ Ex st ng 1i88 25;31 7 Tank 7559871481640] 150] Proposed 1~19~I~i iiii~;3'107 i3 Tank 7~8511,537474 ~00i Proposed 1194] 3340 ~ Tank 76~37i 537023] 15~ Proposed -1--200~ 2426 6~ 'r~nk ~49193~ 488991 i 15~Proposed 1216~ ~180 3! 'rank ~269~7! 52~2~I 150!ProP°s~d 'I ~?~?, ~;30 10 'l'~nk ~27~2D 152633~, '15D Proposed 1224 2800! 10 Tank 7707591526561 400; Proposed 1228; 29i5i 11 Tank' 768669:526533 150 Proposed I I I I I I I I I I I I I I i I I Page 8 I I CAP Source Pipe DB CAP Source - Scenario 3. Link Database I I I I I I I I I i I I I I I I I Pipes ID FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVL¥ DESCRIPTION PHASE 3 4 6 12 5855 5 470 4 12 3100 7L 790 12 12 2860 9 12 14 12 5130 11 10 16 12 4952 13 18 724 12 8400 47 11116 20 12 1966 51 44 4O 8 2640 53 44 46 8 2640 55 50 48 12 1320 130 No Pipe Existin¢ 130 No Pipe Existing 130 No Pipei Existing 130 No Pipe Existing 130 No Pipe Existin¢ 130 No Pipe Existing 130 No Pipe: Existinc 130 No Pipe Existinc 130 No Pipe: Existir 130 No Pipe, Existir 57 48 46 12 2800- 130 No Pipe Existin! 61 38 50 12 2640~ 130- No' Pipe Existin~ 12 2640 130 No Pipe Existin! 8 2600 130 No Pipe Existin~ 63 58 40 73 424 62 75 62 124 77 124 122 81 66 64~ 83 64 122 85 64 62 89 922 91 88 102 95 84 502 8 3771 130 No 12 1457 130 No 12 2561 130 No 12 2600 130 No 8 1755 130 No 104 12 2276 16 6251 8 2763 Pipe Existin~ Pipe Existin Pipe Existin Pipe Existin Pipe Existing 97~ 162 948 99~ 74 101~ 74 103 78 105 80 107 84 113 90 115' 110 117! 121 38 40 137 74 126 82 66O 24 3135 628 11158 24 2567 12 2350 16 130 No Pipe Existin! 130 No Pipe Existing 130 No Pipe Existin~ 8 3780 130' No Pipe Existin~. 68 16 2646 130 No Pipe Existin~ 72 8 1421 130 No Pipe Existin 82 6 5076 130 No Pipe Existin 78 8 2636 130 No Pipe Existin 80 6 4916 130 No Pipe Existin 108 24 1788 130 No Pipe Existin 108 12 800 130 No Pipe Existin 130 Ne Pipe Existin 130 No? Pipe Existim 130 No' Pipe Existin! 5100 130 No Pipe Existin~ 145 506 504 153 8 12 155 104 88 157 16 20 161 5O 44 163~ 58 184 165 440 184 175 184 44 177 11152 193 630 207 456 209i 98 8 1841 12 2717 16I 4413 16 5238 8 2320 12 2652 12 1240 8 1793 58 16 2582 628 24 2966 98 16 2640 96 16 1045 130 No' Pipe Existim 130 No~ Pipe Existin~ 130 No' Pipe Existin~ 130 No Pipe Existing 130 No' Pipe Existin! 130 No Pipe Existin.( 130 No~ Pipe Existin( 130 No Pipe Existin! 130 No Pipe Existin( 130 No; Pipe Existin! 130 No Pipe Existin( 130 No' Pipe Existing Page 9 I I Pipes CAP Source Pipe DB I I I I I I I I I I I I I I I I I ID FIV_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 21 ' 198 612 24 8290 130 No Pipe Existing 213 604 926 12 4900 130 No Pipe Existing 215 198 602 24 3200 130 No Pipe Existing 217 1008 102 16 100 130 No Pipe Existing 229 90 108 8 1794 130 No Pipe Existinc. I 231 ½ 202 992 24 50' 130 No Pipe Existin(. I 233 202 208 16 2591 130 No Pipe Existing 235 468 212-- 12 2591 130 No Pipe' Existing 237 218 214 12 3620 130 No Pipe Existing 239 716 216 12 4800 130 No Pipe Existing 241 214 2 12 55001 130~ NoL Pipe Existing 243 214 216 12 4235 130 No Pipe Existing 245 216 ,~ 12 1231 130 No Pipe Existing 255 222 366 8 3000 130 No~ Pipe Existing 259 232 236 8 6000 130 No Pipe Existing 261 234 238 8 5280 130 No Pipe Existing 263 554 528 8 2705 130 No Pipe Existing 265 232 244 6 1000 130 No Pipe Existing 267 244 242 8 1936' 130 No Pipe Existing 269 400 234 12 2464 130 No Pipe Existing 271 234 248 8 2640 130 No Pipe Existing 273 248 246 8 2640 130 No Pipe Existing 279 260 254 8 2050 130 No Pipe Existing 285 268 266 8 1650 130 No Pipe Existing 287 270 268 8j 1700 130 No PiPe Existing 289 270 272 8 900 130 No PiPe Existing 297 264 272 8 1200 130 No ~ 3e Existing 299 264 266 8 1850 130 No P 3e Existing 313 298 302 8 3350 130 No PiPe Existing 353 340 342 8 1600 130 No Piae Existin¢ 363' 308 3241 8' 1182 130 No Pipe Existing 3691 344 352 / 6 1180 1'30 No-- Pipe Existing 371' 352- 3481 6 1800T 130i No- Pl"pe Existing 373J 8 94~ 12 2740 1301 No P~pe~ Ex,sting 3811 358 360' 8 850~ 130~ No. PipeI Existing 385 810 364 16 350 130 No Piae Existin.c 397] 242 234 8 2640 130 No P 3e Existin¢ 399 242 398 8 1760 130 No PiPe Existin, 401_ 244 400 8 1760 130 No Pipe Existin.c 403 556 402F 8 2682~ 130 No Pipe' Existin¢ 405 240 526 8 1572 130 No Pipe Existing 407 400 406 8 1580 130 No Pipe Existing 409 406 246 8 1230 130 No Pipe Existing 411 238 410 8 2540 130 No1 Pipe Existing 413 248 412 8 2640 130 No Pipe Existing 415 11166 122 12 2031 130 No Pipe Existing 417 414 298 8' 2187 130 No Pipe Existing Page 10 I I ~pest CAP Source Pipe DB I I I I I I I I I I I I I I I I ID FM ND TO ND DIAMETER LENGTH ROUGHNESS CHKVLV~DESCRIPTION PHASE 419 512 -462 8 2000 130 No Pipe Existing 427 66 424 8 2640 130 No Pipe Existing 433 444 428 8 2640 130 No P 3e Existing 437 428 420 12 1320 130 No PiPe Existing 441 440 58 16 2640 130 No Pipe Existin¢ 443 11160 512 8 780 130 No ~ipe Existing 457 434 442 459 48 428 461 424 46 466 940 464 470 932 416 472j 8 810 490~ 502 88 492~ 502 920 494 918 506 498i 416i 658 5001 512' 660 502? 510 514 504 526 404 506 528 240 508 402 554 445 84 656 81 2163 130 No PiPe Existing 447 706 108i 12~ 2030 130 No Pipe Existing 449 434 436 8 2500 130 No P~pe Existing 12- 761 ' 130 No Pipe Existin, 8 2200 130 No P~oe Existing 8 50 130 No P~pe Existing 8 1431 130 No Pipe Existing 8 3500 130 No Pipe Existing 12 2250 130 No Pipe'. Existing 12 2707 130i No Pipe Existing 8~ 1627 130 No Pipe Existing 8 2612-- 130' No P~pei Ex~stinc 8 3960 130 No P pe Ex~sbng 8 1240 130 No Pipe Existing 8 2640 130 No Pipe Existing 8 1225 130 No Pipe Existing 8 1024 130 No Pipe Existing 8 2525 130 No Pipe Existin~ 556 8 2637 130 No Pipe Existin~ 202 24 2400 130 No BiDe Existin( 12 2700 130 No PiDe Existin,( 24 5151 130 No Pipe Existin( 510 238 512 602 514 928 200 516 11154 630 518 656 82 8 50 130 No Pipe Existin, 520 658 510 8 1452 130 No Pipe Existin, 522 660 84 8 479 130 No Pipe Existin 524 434 706 12 2030 130 No Pipe Existin( 526 218 716 12 1600 130 No PiPe Existin 528~ 724' 167. 12 3733~ 130 NO Pipe Existin, 530 526 524 8 5350 130 No Pipe Proposed 532 528 536 534 524 536 536 536 410 538 554 558 540 558 410 542 558 556 544 516 404 546 516 518 548 518 52O 550 520 526 552 520 522 554 522 528 8 5250 8 2425~ 8 2675 8 2630 8 2600 8 2575 8 1425 8 2900 8 2630 130 No 8 2950 130 No 8 2650 130 No 8 2930 130 No 130 No Pipe Proposed 130 No Pipe ProDosed 130 No PiDe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No PiPe ProPosed 130 No Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Page 11 ! I Pipes CAP Source Pipe DB I I I I I I I I I I I I I I I I ID 556 540 522 8 2900 130 558 540 542 8; 2660 130 560 542 554 8 5800 130 562 542 342 8 1000 130 564 342 544 8 1720 130 566 544 402 8 5025 130 568 544 546 8 6150 130 570 402 552 8 2730 130 FM_NDTTO_ND DIAMETER LENGTH ROUGHNESS CHKVLV 572 552 548 8 2720 130 No 574 556 548 8 2690 130 No 5761 548 550' 8' 2625r 130 No 57~¢ 238 550 8 2650 130 No 580 536 538 8 24751 130 No 582t 538 242 8 3940 130 584 410 398 8 3425 130 586 524 532 12 1345 130 588 530 532 12 3630 130 12 3680 130 8 2695 130 590' 534 532 ~921 550 412 594 400 236 16 2900 596 246 572 8 2740 598 550 560 8 2615 600 412 564 8 2650 602 248 568 12 2650 604 560 562 8 1640 606 562 564 8 1045 130 No 130 No 130 No 130 No 130 No 130 No 130 No 608, 564 5661 8 1620 130 No 610L 566 568 8 945 130 No 612~ 562 366 8 785 130 No 6141 566 222 6161 568 570 618i 570 576 8 2400 130 No 12 4340 130 No 12 4300 130 No 5280 130 No DESCRIPTION PHASE No PiDe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed Pipe, Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe' Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed No Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pioe Proposed Pioe Proposed PiOe- Proposed ~ipe Proposed Pipe Proposed Pipe Proposed 6201 568 622i 572 624 762 626 574 628 578 630! 580' 574 12 . 574 8 2500 130 No Pipe Proposed 576 8L 2720 130 No P~pe_ Proposed 578 12 3820 130 No ~ipe Proposed 580 12 2050 130 No Pipe Proposed 582 12 3850 130 No Pipe Proposed 5260 130 No Pipe Proposed 632L 576 582 12 634 236 584 20 7040 130 No 636i 584 586 12 4000 130 No 6381 584 588 16 4510 130 No 6401 582 590 12 4000 130 No 642~ 588 616 16 4460 130 No Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed 644 590 616' 12 2780 130 No' Pipe Proposed 646: 974 592 16 2317 130 No Pipe Proposed 648 208 594 16 5360 130 No Pipe, Proposed Page12 I I Pipes CAP Source Pipe DB I I I I I I I I I I I I I I I I ID FMND',TO ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 650 -594 -970' 16 1950 130 No Pipe Proposed 652 596 966 16 1840 130 No Pipe Proposed 654 962 600 12 2400 656 610 824 16 2800 6101 606 12 2760 6585 660 614 610 16 4000 662[ 614 620 16 4931 664 11168 622 24 7872 130 No Pipe Proposed 130 No Pipe Proposed 130 No; Pipe Proposed 130 No Pipe Proposed 130 No: Pipe Proposed 130 Nol Pipe Proposed 666 622 624 24 2180 130 No, Pipe Proposed 6701 624 988 24. 2090 130 Noi Pipe Proposed 672 626 622 16 2690 130- Nol Pipe Proposed 674T 626i 628 12 2260 130 Noj Pipe Proposed - 6767 626~ 630 12 4629 130 Nol Pipe~ Proposed 678 634 630 12 3128' 130 No~ Pipe Prooosed 680 634 348 12'~ 4312- 130 NoT Pipe Proposed 682 636 634 12 1897 130 No Pipe Existing 684 636 344 8r 325 130 No Pipe Existing 686 924 636i 12 4015 130 No Pipe Proposed 688 638 924, 12 3459 130 No Pipe Existing 69~ 640 646'~ 12 2400 130 No Pipe Proposed 696 646 644 16 2630 130 No Pipe I Proposed 698 634 642 12 2770~ 130 No Pipe Existin( 700 916 642 8 1606 130 No Pipe Proposed 702 642 628 12 2680 130 No Pipe Proposed 704 644 652 16 2360 130 No Pipe Proposed 706T 646' 648 12 2750 130 No Pipe Proposed 708~ 904~ 650 121 2258 130 No Pipe Proposed 710~ 898 650 121 2495 130 No Pipe Proposed 712 898 654 121 2929 130 No Pipe Proposed 714 644 908 121 3135 130 No Pipe Proposed 716 652 656 16! 6800 130 No Pipe Proposed 718 900 910' 12 7169 130 No' Pipe Proposed 720 510 704 8j 898 130 No Pipe Proposed 722 1048 706T 12! 3895 130 No~ Pipe Proposed 724 704 6981 121 5764 130 No Pipe Prooosed 730 698 664 24 3020 130 No Pipe Proposed ¢3~ 664' 6621 121 2080 130 No Pipe Proposed 7~ 684~ 890, 16~ 1303 130 No Pipe Proposed 736~ 676 674 12 3640 130 No Pipe Proposed 738~1 866 676 12 3879 130 No Pipe Proposed 740 682 684 742 690 890 746 868 690 748' 682 676 7521 678 68O 754f 680 686 756 686 688 12 2175 130 No Pipe Proposed 16 2733 130 No Pipe Proposed 12 1500 130 No Pipe Proposed 12 3528 130 No Pipe Proposed 12 2420 130 No Pipe Proposed 16' 2998 130 No Pipe Proposed 16! 2042 130 No Pipe Proposed Page 13 I I Pipes CAP Source Pipe DB I I I I I I I I I I I I I I I I I iD FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 758 692 688 16 1718 130 No Pipe Proposed 760 694 692 16 1130 130 No Pioe Proposed 762i 868 696 12 4025 130 No Pipe Proposed 7641 672 678 12 2250 130 No Pipe Existin~ 766! 864 670 12 3451 130 No~ Pipe. Proposed. 768! 672 670 12jr 1180 130 No Pipei Proposed 770 i 670 668 12 1120 130 No Pipe, Proposed 774 11132 11150 54 44192 130 No Pipel Proposed 778 618 666 12 5865 130 No Pipe Proposed 780 276 666 8 900 130 No Pipe Proposed 782 324 712 8 2050 130 Nor P pe Proposed 784 712 714 ~ 8 l 4670 130 NoT Pipe l Proposed 786 714 218~ 161 6175j~ 130~- No' Pipei Proposed 788 254~ 2 12 600 130 No Pipe Proposed 790 716 718~ 12 2700 130 No Pipe Proposed 792 718~ 7201 12 5100 130 No Pipe Proposed 794 216 720 12 1360 130 No Pipe Proposed 796 720 722 12 2930 130 No Pipe Proposed 798 722 470 16 4900 130 No Pipe Proposed 800 12 272 30 5513 130 No PiDe Proposed 804 272 936 8' 1200 806 708 420 12 3419 808 266 710 12 4940 810 710 50 8 806 812 124 11100 8 3823 814 11102 62 8 2803 816 302 356 8 9800 818 952 726 12 8072 820 552 546 8 580 822 546 560 8 5710 130 No Pioe Proposed 130 No Pioe Proposed 130 No Pioe Proposed 130 No Pioe Proposed 130 No Pioe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 858 574 762 8 2640 130 No! Pipe Proposed 900 6 790 12 2350 130 No Pipe Existing 928 810 8 6 2280 130 No Pipe Existin 930 810 470 12 1900 130~ No Pipe Existing 932 952 950 8 10175 130 No Pipe Existing 934 358 724 8 50 130 No Pipe Proposed 936 360 356 8 1400 130 No Pipe Existing 952 1132 984 16 50 130 ~U,,o Pipe Proposed 954 608 828 16 5 130 No Pipe Existing 960 236 586 12 5400 130 No Pipe Proposed 976 700 702 36 733 1301 No Pipe Proposed 978j 696 690 12 3100 130 No Pipe Proposed 980 690 682 12 3000 130 No Pipe Proposed 982 702 854 36 4507 130 No Pipe Proposed 984 11162 11142 36 5831 130 No Pipe Proposed 990 348 638 12 3936 130, No Pipe Proposed 994i 680 864 12 1670 130' No Pipe Proposed Page 14 I I CAP Source Pipe DB Pipes ~ ~ i D FM ND TO ND~DIAMETER LENGTH! ROUGHNESS CHKVLV DESCRIPTION PHASE 996 866 684 12 1540 130 No Pipe Proposed 998 674 866 12 3005 130 No Pipe Proposed 1020 860 698 24 2100~ 130 No Pipe Proposed 1024' 662' 892 16- 8001 130 No Pipe Proposed 1026-- 892- 894 12 2432 130' No Pipe Proposed 1028T 894~ 896 8 2702 130 No Pipe Proposed 10301 8965 664 8- 3929 130~ No- Pipe Proposed 1040 898'~ 900 16 1760 130~ No Pipe~ Proposed 1042 904 654~ 12 3539 130, No Pipe Existin( 1050~ 908 654, 8 959 1304 No Pipe~ Proposed 10521 908 781 12 3026 1304 No Pipet Proposed 10561 9121 660l 1~2_ 1802 1301 N0i Pip~, ~Proposed, 1060i 626 506 12 2325 130, No~ Pipe ~'roposeo 10641 644 916 81 1209 130 j Nol Ppe:,_ Proposed 1~)66 82' 918' 8 1056 130 No! Pipe Existing 1068 920 504 8 480~ 130 No? Pipe Existin( 12 537 130 No Pipe Existing 8 ~ 1363 130 No i Pipe Existin 12 4311 130 No Pipe Proposed 16 100 130 NoT Pipe Proposed 16 100 130 No Pipe Proposed 456 24 100 130 Nof Pipe Proposed 608 24 1001] 130 No Pipe Proposed 10 12 1095 130 No Pipe Proposed I I I I I I I I I ! I I I I I I I 10701 110 922 1074 924 640 1076 632 614 1104 1172 210 1106 210 468 1108 1174 1110 1176 1116 8 1118 936 708i 8 1120 414 464 8 1122 464 3601 8 1124 16 9381 8 1126 938 940 6 100! 130 No Pipe Proposed 3963 130 No Pipe Proposed 4297 130 No Pipe ProPosed 1084 130 No Pipe Existin¢ 354 130 No Pipe Existing 1128 944 414 8 1372' 130 No Pipe Existing 1132 356 162i 8 5227; 130 No Pipe- Existing 11381 710~ 11116i 12 2633 130- No Pipei Proposed 1142/ 946 950~ 8 1901 130 No Pipe Existing ~1 ' 948~ ~ 8 797 130~ No Pipe~ Existing 1146 ~8l~ 360 8' 4978~ 130, No Pipe Existing 11110~ 302i 8 50 130 No Pipe~ Existing 1158 1188 952 8' 100 130 No Pipe Proposed 1162 1192 980: 12 501 130 No Pipe Proposed 1164 1194 956 12 100 130 No Pipe Proposed 1166 956 958' 8~j 2000 130 No Pipe Existing 1168 598 960 12 1500 130 No Pipe Proposed 1172 964 598 16~ 1830 130 No Pipe Proposed 1176 968 596 16 1450 130 No Pipe Proposed 1180 972 978 16 2000 130 No Pipe Proposed 1182 468 974 16 2317! 130 No Pipe Proposed 1184 976 210 8' 100 130 No Pipe Proposed 1188 980 592 12 501 130 No Pipe Proposed Page 15 CAP Source Pipe DB I Pipes I I I I I I I I I I I I I I I I ID FM ND TO ND DIAMETER' LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 1190 982 980 12 5 130 No Pipe Proposed 1192 984 824 16 50 130 No Pipe Proposed 1194 986 984 8 50 130 No Pipe Existin! 1196 988 102 16 50 130 No Pipe Existin! 1198 990 988 16 50 130 No: Pipe Existing 1200 918 504[ 6 3000 130 No! Pipe' Existing 1204 992 1010- 24 50~ 130 Nol Pipe Existing 1206 994T 992 24' 50' 130~ No~ Pipe Proposed 1208 656 920 8 2900 130 No Pi De Existing 1214 104 88 6 4932 130 No PiPe Existing 1216 11154 630 36 5163 130 No~ Pioe Proposed 1232 11100 422 8 1247 130 No Pipe Proposed 1234 420 11102 8 601 130 No Pioe Proposed 1236~ 422 11102- 8~1 1094 130 No Pioe Prooosed 1246t 1186' 111107 8 50 130 No Pipe Existing 1248 11112 11110 8 50 130 12~0 1200 944 8 100 130 1252- 111~4 942 8 50 130 1254 324 714 8~ 5578 130 1268 38 11116 12 703 130 1294 1216 584 30 100 130 No 1296 236 534 12 9227 130 No 1306 4 216 16 1297 130 No 1326 2 666 12 4833 130 No 1330 12 8~ 24 2829 130 No 1332 444 46 8 1266, 130 No 1334 216 214 16 4374 130 No 1336 214 2 12 5167i 130 No 1338 584 11132! 8 100 130 No 1340 1222 11132 54 1001 130 No 1342 1224 11134 54 100 130 No 1344 11136 11150 54 1093i 130 No 1348711134 11154i 54 16951 130' NO 13507 108' 706 36 21201 130' No No Pipe Prooosed No Pipe Prooosed No Pipe Existing No Pipe Proposed No Pipe Existing Pipe Proposed Pipe Proposed Pipe Proposed Pipe Existing Pipe Proposed Pipe Existin( Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Proposed 1~52] 434- 442i 20 796i 130 No 1354j 11166 122, 20 2051, 130L No 1356 122 66 16 5457 1358 706 434 1360~ 11142 860 1_362 11144 272 1364 656 84 1366 90 108 1374 8 470 1376 470 4 24 4229 130 1378 11150 11134 54 5891 130 1380 11160 660 24 1493 130 1384 68 11152: 12 2582 130 Pipe Proposed Pipe Proposed 130 No Pipe~ Proposed 20 2082 30 1207 30 2500 36 2191 36' 1861 24' 4382i No No No No 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Proposed 130 No Pipe Existing 130; No P pe L Proposed Pipe Proposed Pipe Proposed Pipe Proposed Pipe Existing Page 16 I I CAP Source Pipe DB Pipes I I I I ID ~ FM_ND TO_ND DIAMETER LENGTH ROUGHNESS CHKVLV DESCRIPTION PHASE 1386 1228 614 24 2439 130 No PipeI Proposed 13881 614 612' 16 478 1390~ 11156~ 82i 24 409 1392 706 111641 36 2973 1396 11154~ 11168 24 3921 1398 84 88 12 5527 1400~ 630! 628[ 36 3002 1402 628[ 11158 36 2589 1406 1408 t 30 No Pipe Existing 130 No Pipe Existing 130 No Pipe Proposed 130 No Pipe Proposed 130 No~ Pipe Existing 130 No J Pipe Proposed 130 No: Pipe Proposed Pipe Existing Pipe Proposed Pipe Proposed 130 No 82 656 36 699 130 No 84i 11160 36- 2024 130 No I I i I I I I I I I I I I Page17 I I CAP Source Valve DB CAP Source - Scenario 3, Link Database I I I I I I I I I I I I I I I I I Valves ID _ FM_ND TO NDI TYPE SETTING DIAMETER DESCRIPTION SYM_SIZE PHASE 3002 10 - 8 PRV 40 8 Valve 300 Existing 31721 198 926i PRV 40 12 Valve 400 Existin! 3174~ 604 9281 PRV 40 12 Valve 400I Existin! ' ' ~ ~ 400~ Existin~ 3178' 462, 9321 PRV 40' 8 Valve 3184 960 962! PRV 40 12 Valve 400 Proposed 3186, 966 964' PRV 40 16 Valve 400 Proposed 3188, 970 968 PRV 40 16 Valve 400t Proposed 3190 976 978 PRV 40 8 Valve 400 Proposed 3192! 1048 514' PRV 40 8 Valve 400~ Proposed 3196 66i 440 PRV 40~ 16- Valvek 400 Proposed 3204~ 422 420- PRV' 40~ 8' Valve~ 400~ Existin~ 3206_ 900' 662~ PRV' 401 16 VAlve! 400~Proposed 3208 11164 11162 PRV 40 16 Valve 400 Proposed 3210 860 700 PRV 401 30 Valve 400~ Proposed 3212 664 890~ PRV 40~ 16 3214 676 864+ PRV 401 16 3216 868_ 688, PRV 40 16 3218 854 11144 PRY 40 24 3220 11158 11156~ PRV 40} 24 3222 912' 910 PRV 401 12 ~ 3224 11160 90 PRV 40 24 3226 648 904 PRV 40 12! 1 3228 442 11 66 PRV 40 24 Valvei 400: Proposed Valve 400 ~ Proposed Valve 4001 Proposed Valve 4001 Existin Valve 4001 Existin§ Valve 4001 Existing Valve · 4001 Proposed Valve, 400 Proposed Vave 4001 Ex stng Page 18 I I CAP Source Junction Output CAP Source - Scenario 3, Node Output I I I I I I I I I I I I I I I I Junctions ID Type Demand (gpm) Elevation (fi[) Grade (fi[) Pressure (psi) 2 Juncbon 338.4 2085 2267 79 4/Juncbon 282.0 2130 2279' 65 6~Junctiont 338.4 2130 2282' 66 8 Junction 451.2 2139 2286 64 10 ~Junction ' 0.0 2141 2286- 6~. 12~Junction 375.2 2148 2290' 61 14~Junction 262.6 2160 2289: 5E 16~Junction 0.0 2170 2286 5¢ 18~Junct· on 28 2' 2180' 2286' 4E 20.Junction 282.0' 2180 2286 46 381Junction 70 6+ 2203~ 2397 84 ~ 40 !Junction' 201.6~ 2~22.5.~ 2398 75 44iJunction · 138.2~ 2268, 2397~ 56 46!Junction 52.8 2288 2396 47 48 Junction 50 Junction 58~Junction 62 Junction 64 Junction 66 Junction 67.4 2211 2396 80 104.0 2204 2396 83 140.4 2246 2401 67 73.4 2339 2502 70 50 6[ 2357f 2502 63 210.0 2326 2499j 75 68 Junction 238.6 2216 23951 78 72 Junction 107.2 2261 2394~ 58 74 Junction 135.4 2236 2395 69 78 Junction 48.6 2510 2678' 73 80 Junction 51.8 2480 2678 86 82'Junction 18.6 2580 2687 46 64 Junction 18.6 2540 2683 62 88]Junction 53_0 25951 2682 38 90 Junction 81.6 2490' 2582 40 96J Junction 253.8 2740'~ 2906' 72 98~Junction 253.8 27301 2907. 76 102 Junction 0.0 2691 2682 -4 104 Junction 282.0 25231 2682 '. 69 1081Junction 282.0 2478 2580 44 110 Juncbon 70.6 2490 2580 39 122_Junction 50.6 23851 2506 53 124 Junction 79.0 2345 2505 69 126 Junction 327.0 2230 2394, 71 162-Junction 28.2' 2290 2424~ 58 184 Junction 156.0 2311 2401: 39 394.8 2700 2903 88 198 Junction 200 Junction 202 JUnCtion 208 Junction 210 Junction 212 Junction 90.2i 2540' 2687 64 0.0i 2895 2899; ~20 0.0, 2850i 2894! 19 225,6i 30001 31171 Page 19 CAP Source Junction Output I Junctions I I I I I I I I I I I I I I I I ID Type Demand (gpm) Elevation(fi) Grade(fi) Pressure (psi) 214 Junction 775.4 2104 2271 72 216 Junction 282.0 2130 2276 63 218 Junction 169.2 2124 2269 63 222 Junction 0.0 1987 2143 67 232 Junction ~ 56.4! 1990 2162[ 75 234 Junction 670.6~L 1985 2151 72 236_Junction ~ 84.6L 2010 2170T' 69 238 Junction 101.6 1969 2141 74 240 Junction 0.0 1947 2137 82 242 Junction 0.0 1980 2150 74 244 Junction 0.0~ 1990 2159 73 _ _246~Junction 98.0 1995 2148 66 248 Junction, 119.41 1~)87T 21451 69 '-2~n 0.0 2(~88- 2267 78 "~60~Junction i 141.0_ 2094~ 2266- ' 75 264 Junction 231.2 2160 2291 57 266 Junction 0.0 2164 2289 54 268 Junction 0.0 2175 2291 50 2701Junction 181.2 2172 2292 52 272 Junction 101.6 2170 2295 54 2~6~Junct!.on 0.O 2080 2264 80 298 Junction 84.6 2270 2425 67 302 Junction 28.2 2320 2424 45 308 Junction 0.0 2071- 2259 81 324 Junction 169.2 2070 2259 82 340 Junction 67.6 1932 2136 88 342 Junction 0.0 1942 2136 64 344 Junction 0 O' 2640 2785 63 348 Junction 0.0 2700 2785 37 352 Junction 0.0 2660 2785 54 3561Junction 14.0 ~250 2424. 75 358L Junction 0.01 2226 2424 86 360~Junction 0.0 2228 2424 85 364~Junction 0.0 2120 2284 71 366 Junction 0.0 1980 2142 70 398 Junction 65.0 1976 2147 74 400 Junction 41.8 1994 2162 73 402 Junction 110.0 1956 2137 78 404 Junction~ 0.~ 1945 2137 83 406 Junction 0.0 1995 2154 69 410 Junct on 40.6~ 1967 2142 76 412 Junction, 89.81 1981 2142 70 414 Junction 0.0 2260 2425 72 t 0 0 2450 2579 416 Junction ~ . 56 420 Junction 59.4 2300 2395 41 4221Junction 115.0 2305~ 2502i 85 424,Junction 124.8 2280 2499i 95 Page 20 CAP Source Junction Output I Junctions I I I I I I I I I I I I I I I I Type Demand (gpm) Elevation (fl) Grade (ft) Pressure (psi) ID 428 Juncbon 92.6 2270 2395 54 434 Junction 84.6 2430 2574 62 436 Junction 262.4 2445 2570 54 440 Junction 0.0 2311 2403 40 442 Junct on 0.0 2417 2573 68 444 Junction 69.6 2310 2395 37 45(~ Junction 0.0 2699 2907 90 462~Junction 0.0, 2500 2679 78 464 Junction- 28.2 2260 2425 71 468~ Junctior 0.0 2895 3117 96 470 Junction 282.0 2140 2281 61 502;Junction 35.4 2560 2683 53 504~Ounction~ 53.0i 2600 2792 83 506 Junction ' 35~4 2630, 2792 70 '510~Junction 0.0r 2390 2575 80 512,Junction 0 0 2520 2681 70 514 Junction 82.6 2415 2575 69 516 Junction 50.8 1942 2137 84 518 Junction 49.0 1935 2137 87 520 Junction 50.8 1935 2137 87 522 Junction 33.8 1942 2137 84 524 Junction 67.6 1960 2146 81 526 Junction 101.6 1947 2137 82 528 Junction 101.6 1948 2137 82 530 Junction 84.6 1960 2147 81 532 Junction 84.6 1960 2147 81 534-Junction 84.6 1970 2153 79 536 Junction 90.2 1963 2143 78 538 Junction 22.6 1970 2146 76 540 Junction 62.0 1933 2136 88 542 Junction 54.2 1940 2136 85 544 Junction 67.6i 1950 2137 81 ~46 J unctionS,, 92.4' 1960- 2137 77 548 ~Junc~i0n [ 1~2.61 1~65_ 2138 75 550 Junction 69.6 1973 2140 72 552 Junction O.01 1960 2137 77 554 Junction 129.2 1951 2137 81 556 Junction 118.4 1964 2138 75 5~ Junction 74.4 19601 2138 77 5~60 Junction i 62.0 1981 2140 69 562~ Junction~ 0.0 1983 2142 69 564~Junction~ 103.8 1985 2142 68 566~Junction 0.0 1987 2143 68 568;Junction 96.4 1991 2145 67 570 Junctior 34.4 1995 2145 65 572~Junction 85.8 2004 2146 62 5741Junction 185.6 2005' 2145 61 Page 21 I I Junctions CAP Source Junction Output I I I I I I I I I i I I I I I I I ID 576 Junction 157.8 578 Junction 85.2 580 Junction 129.6 582 Junction 344.0 584 Junction 298.8 586 Junction 157.8 588 Junction 197.4 590 Junction 592 Junction 594 Junction 596 Junction Type Demand (gpm) Elevation [fi) Grade (ft) Pressure 2012 2146 58 2010 2146 59 2015 2146 57 2025 2148 53 2012 2180 73 2020 2175~ 67 2030 2174 62 112.8 2035 2160 54 0.0 3100 3117 7 507.6 27501 2884- 58 507.6 2650 2791 61 598~Junction 563.6~ 2550 2686 59 600~Junction · 282 0 2450 2600' 65 602~Junct-- on, 0101 2800 29014 44 604~J unction 90_21 26001 2792 83 606~J unction ~ 141 .OL 2800, 2911 48 608~]Junction 0.0 2900, 3012 49 610 Junction 141.0 2780 291" 57 612iJunction 614:Junction 616'Junction 618rj unction 620 ,Junction 622 Junction 0.0 2760 0.0 2760 112.8 2040 197.4 2060 2263 428.6 2750 2914 0.0 2700 2796 624~Junction 0.0 2730 2796 626 Junction 115.6 2660 2792 628 Junction 251.0~ 2640 2787 630 Junction 141.0 2700 2791 2909 65 2912 66 2169 56 88 7O 41 28 57 64 40 632 Junction 141.0 2760 2912 66 634Junction 169.2 2660 2786 55 141.0' 2640 2785 63 636 ~Junction 638 i Junction 451.2 2680' 2783' 45 640 ~Junction 225,6 25807 2676 41 ' 67 8 2620TM -2786] 72 642,Junction j ~'.8~ · 644 Junction 146.8 2580 2678 42 646 Junction 79.0 2540 2676 59 648 Junction 103.0 2500 2672 75 650 Junction 270.8 2440 2582 61 652j Junction 0.0 2540 2680 61 654 Junction 230.0 2480 2582 44 656 t Junction ' 0.01 2580 2686 46 658 Junction 110.8 2410 2576 72 660!Junction 0.0 2540 2683 62 662 Junction 0.0 2380 2496 50 664 Junction 118.6 2330 2497 72 6661 Junction 282.0 2080 2264 80 668 Junction 205.8 2160 2291 57 Page 22 i I Junctions CAP Source Junction Output I I I I I I i I I ! I I ! I i I I ID Type Demand (gpm) Elevation (ft) Grade (ft) Pressure (psi) 0.0 2140 2292 66 225.6 2110i 2292 79 282.0 2300 2400 43 84.6 2220 2400 78 56.4 2140 2292 66 169.2 2190 2292 44 259.4 2260 2401 61 44 57 670:Junction 672 Junction 674 Junction 676 Junction 678 Junction 680 Junction 682 Junction 684 Junction 225.6 2300 2402 686 Junction 56.4 2160 2292 688 Junction 63.4 2200 2292 40 690 Junction 293.2 2240 2402 70 692 Junctior 0.0 2130 2292 70 694 Junction 38.8 2120 2292 75 696 Junction 77.8 2250 2401 66 698 Junction 45.2 2320 2499 77 700,Junctior 98.8 2290 23821 40 702 Junction 0.0 2298 2382 36 704 Junction 92.8 2370 2498 56 706 Junction 82.6 2440 2577 59 '~08,Junction i 87.2 2240 2395 67 710,Junctionl - 121.2~ 2180 2287 46 712 Junction 338.4 2080 2259 77 714 Junction 338.4 2090 2266 76 716 Junction ' 282.0· 2120 2271 65 7181Junction 141.0 2160 2272 49 720 Junction 423.0 2150 2275 54 722 Junction 327.0 2180 2279 43 724 Junction ~ 0.0 2195 2286 39 726 Junction ~ 67.6~ 2440 25311 39 762 Junction O. 2010 2146 59 790 ~Junction, 0.04 2140 2286: 63 810 Junction 0.0 2140 2284" 62 824 Ju nct on ' 0 0 2897 2911 6 828 Junct on [ 112.8 2900 30;12 49 854~ Junction t 1299.0i 2220 2379' 69 8~O~JJ~ti~n I 0.0 2311 2500 82 864~Junction: 84.61 2200' 2292 40 866[Junction i 0.01~ 2300. 2401- 44 868[Junction I 21.2, 2206 2401 85 2311~ 2403 · ~ 108.8 ~ 40 890iJunct~on I 892 Junction I 123.6 2410 2496 37 894!Junct on 190.4 24001 24961 42 896'Junction I 70 6 2300 2496 85 8981Junction i 127.0t 2416t 2582 72 900~Junction ! 72.8~ 24161 2582 72 904]Junction 103.0 2490~ 2582 40 9081Junction i 98.6 2500, 2678 77 Page 23 I I Junctions CAP Source Junction Output I I I I I I I I I I I I I I I I I iD Type Demand (gpm) i Elevation (ft) Grade (ft) Pressure (psi) 9101Junction 0.0, 2490 25821 40 912iJunction 0.0, 2490 2682 83 916 Junction 67 8 2600 2786 81 918 Junction 17.6 2600 2792 83 920 Junction 17.6 2590~ 2684 41 922 Junct~or 70.6' 2500~ 2682 79 924 Junctior 225.6 2600i 2783 80 926 Junction 0.0 2700'I 2792 40 928 Junction 0.0 2595~ 2687 40 932 Junction_ 0.0~ 2490 25821 40 936 Junction 87.2 2200 22951 41 938~Junction 28.2 2190. 22861 41 9401Junction 0.0. 2206~ 2425:, 95 r 942 Junction 14.0 2200 2285 37 944 Junction 14.2 2206 2426' 95 946 Junction 56.4 2380 25291 64 948 Junction 0.0~ 2206 2424 95 950 Junction 28.21 2320' 2529 91 95~unction 14.2 2260 2531 ' 117 956_ Junction 0.0- 3225~ 3340, 50 958 Junction 140.01 3225~ 3339 49 960 Junction 0.0 2508 2686' 77 962 Junction 0.0 2508 2600 40 964 Junction 0.0 2595' 2687~ 40 966 Junction 0.0 2595 2790~ 84 968 Junction 0.0 2700 2792 40 970 Junction 0.0~ 27004 2881 79 972'Junction 338.4 2805~ 2989 80 974 Junction 170.0 3015 3117 44 976 Junction 0.0' 2897 3117 95 978 Junction 0.0 2897 2989 40 980 Junction 0.0 3107 3117 z~ 982~Junction 140.0 3107i 3117L 4 984 Junction 0.0 2897i 2911 6 ~ I 986 Junction 120.0 2897[ 2911 6 0.0 2691 27961 45 988 Junction 990~Junction 510.0 2691 27961 45 992 Junction 0.0 2897! 2899- 1 994 Junction 870.0 28971 2899 1 'i048~Junction 41.4 ~ ' 2415,, 2577 70 11100 Junction 107.0 23081 2502 84 11102 Junction 0.0' 2308' 2502 84 11110 Junction 0.0 2330 2424 41 11112 Junction 180.0 2330 2424 41 11114 Junction 370 0/ 22001 2284 37 11116 Junction 0.0 [ 2200 2286 37 11132 Junction 0.0! 2040' 2830 342 Page 24 I I CAP Source Junction Output Junctions I I I I I I I I I I I I I I I I I ID Type i Demand (gpmi Elevation (ft) iGrade (ft) Pressure (psi) 11134;Junction j 0.0 28001 2800 0 111361J unction i 25000.0 ~800 !, 2801 0 i1142 Juncii°n i 00 ~311i 2501 ~2 1 ~144 Junction Ji ~JO 2206i ~798{ 40 111501Junction I 0.0 2800 2801; 1 11152JJunct'on; 0.0; 2230, 2400j 73 11154iJuncton I 0.0~ 2760; 2799i 17 11156 L Junction ! 0.0 25951 2687! 40 0.0; 28~! 2783; 82 11158J Junction ~ 11160iJunction J 0.0 2490~ 26811 83, 11162iJunction ! 0.0 2416~ 2508~ 40 11164!Junction i! 0.01 2416i 25731 68 {l~66iJuncti°n i 0 0 24161 ~508} ' 40 11168 Junct on [ 0,0! 2750 2798 21 Page 25 I I CAP Source Tank Output CAP Source - Scenario 3, Node Output Tanks ID :Type Demand(gpm) Elevation(fi) Grad~ift) Pressure(psi) i00~' Tank 0 2701 2701, 1010 Tank: 0 28~7i 2897l 1132 Tank 0 2897 2897 1172, TankI -8741 3117i 3117 1174i Tank -507.62! 2907 1176 Tank -112.8[ 30'Mi 3012 1 i86'~ Tank 0, 2340i 2340 1188! Tank! -166.4i 2531,i 2531 , 11921 Tank, 0! 3107[ 3107, 1194 Tank -140i 3340i 3340! 1200/Tankl ;377;4~ 2426i 2428i ~2~i 'rank! -25088j 2830! 2830 · 12241Tankl ]20188.4i 2800 2800! i228i l'~nk; -4277.61 ~915- 291~i I I I I I I I I I I I i I I I I I Page 26 CAP Source Pipe Output CAP Source - Scenario 3, Link Output I I I I I I I I I I I I I I I I Pipes ID Type Diameter (in) Flow (gpm) Velocity (fi/sec) Headloss (ft/kft) 3 Pipe 12 -405.8 1.2 0.5 5 Pipe 12 500.5 1.4 0.7 7~ Pipe 12 -744.2 2.1 1.5 9 PiPe 12 262.6 0.7 0.2 11 Pipe 12 62.2 0.2 0.0 13 Pipe 12 -28.2 0.1 0.0 47 Pipe 12 276.2 0.8 0.2 51 Pipe 8 -83.7 0.5 0.2 53 Pipe 8 140.6 0.9 0.5 75 Pipe, 8 77 Pipe 12 81 Pipe 12 83 Pipe 12 85 Pipe 8 89 Pipe 91 Pipe 95 Pipe 97 Pipe 99 Pipe 101 Pipe 103 Pipe 105 Pipe 107 Pipe 6 113 Pipe 24 55 Pipe 12 288.,4 0.8 0.3 57 Pipe 12 66,2 0,2 0.0 6~ Pipe 12 267.8 0.8 0.2 63 Pipe 12. 623.7. 1.8 1.1 73. Pipe _ 8 -196.4. 1.3 0.9 -207.0 1.3 1.0 · 485.2 1.4 0.7 -664.3 1.9 1.2 -800.5 2.3 1.7 85.7 0.6 0.2 12 -70.6 0.2 0.0 16 0.0 0.0 0.0 8 76.4 0.5 0.2 8 -15.8 0.1 0.0 16 -569.6 0.9 0.2 8 107,2 0.7 0.3 6 -128.1 1.5 1.7 8 44.1 0.3 0.1 95.9 1.1 1.0 4002.8 2.8 1.1 115 PiDe 12 -70.6 0.2 0.0 117 Pipe 24 4278.4 3.0 1.3 119 Pipe 24 4607.0 3,3 1.5 121 Pipe 12 -338.4 1.0 0.3 137 Pipe 16 327.0 0.5 0.1 145 Pipe 8 43.4 0.3 0.1 153 Pipe 12 -744.3 2,1 1.5 155 Pipe 16 -329.2 0.5 0.1 157_ Pipe 16 5.8 0.0 0.0 161 Pipe 8T -124.5 0.8 0,4 163 Pipe 12 -291.0 0.8 0.3 165 Pipe] 12 766.6 2.2 1.6 175 Pipe 8 319.7 2.0 2.2 177 Pipe 16 -808.2 1.3 0.4 193 PiPe 24 4516.6 3.2 1.4 207 Pipe 16 507.6 0.8 0.2 209 Pipe 16 253.8 0.4 0.1 Page 27 I I I I I I I I I I I I I I I I I I CAP Source Pipe Output Pipes ID Type. Diameter (in) Flow (gpm)r Velocity (fi/sec) Headloss (ft/kft) 211 Pipe 24 -3306.0 2.3 0.8 213 Pipe 12 -180.4 0.5 0.1 215 Pipe 24 2730.8 1.9 0.6 217 Pipe 16~ 0.0 0.0 0.0 229~ Pipe 8 221.7 1.4 1.1 231 Pipe ! 24 870.0 0.6 0.1 2331 Pipe 16, 1860 8 3 0 2.0 235 Pipe 12 225.6 0.6 0.2 2371 Pipe 12 -356.2 1.0 0.4 239 P De 12 -596.4 1.7 1.0 241 Pipe 12 471.3 1.3 0.6 243 Pioe 12 -675.3 1.9 1.2 245[Pipe 12 -1057.0 3.0 2.8 255 Pipe 8 1037 0.7 0.3 [ 1 '~ 1.3 259 Pipe 8 -237 4 5 261 Pipe 8/ 296.3 1.9 1,9 2-63' Pioe 81 -45.3 0.3 0.1 265 Pipe 6 181.0 2.1 3,2 267 Pipe 8 464.1 3.0 4.4 269 Pipe 12 1366.0 3.9 4,5 271 Pipe 8 311,3 2.0 2,1 273 Pipe 8 -213.7 1.4 1.1 279 Pipe 8 -141.0 0.9 0.5 285 -Pipe 8 204.8 1.3" 1.0 287 Pioe 8 204.8 1.3 1.0 289 Pipe 8 -386,0 2.5 3.2 297 Pipe 8 -423.8 2.7 3.8 299 Pipe 8 192.6 1.2 0.9 313 Pipe 12 201.6 0.6 0.1 353 Pipe 8 -67.6 0.4 0.1 363- PiPe ~ 8 0.0' 0.0 0.0 369 Pioe ~ 6 15.4 0.2t 0.0 371 PipeI 6 15.4 0.2 0.0 '-373~ Pipe~ 12' 384.01 1.1 0.4 381 Pipe ~ 8 0.0 0.0 0.0 385 P~pei 16 0.0 0.0 0.0 397 Pipe1 8 -87.7 0.6 0.2 ' 399' Pipe t 8 318.1 2.0 2.2 401 Pipe I 8 -283.11 1.8 1.8 403- Pipe 8; 119.1! 0.8r 0.4 405 Pipe 8 -10.3 0.1 0.0 407 Pipe 8 493.9 3.2 5.0 409j P~pe 8, 493.9 3.2: 5.0 411 Pipe 8 -114.5 0.71 0.3 4131 ¢ipe 8! 245.8 1.6I, 1.4 4151 Pipe 12i 593.4' 1.71 1.0 417iPipei 12i 286.2' 0.8' 0.3 Page 28 CAP Source Pipe Output I I I I I I I I I I I I I I I I I Pipes i ID J Typer Diameter (in). Flow (gpm)' Velocity (fi/sec). Headloss (ftJkft) 419 Pipe 8 193.4 1.2 0.9 427'[ Pipe 8 -71.61 0.5 0.1 433 Pipe 8 84.5 0.5 0.2 4371 P pe 12 146.6 0.4 0.1 441 ~Pipe 16! 1281.4 2.0 1.0 443! Pipe 81 -52.4 0.3 0.1 445rPipe ' 8i -229.4 1.5 1.2 4471 Pipe 121 -820.1 2.3 1.8 4491 Pipe 81 262.4 1.7 1.6 4~71 Pipe 12[ 602.5 1.7 1.0 459L P~pe 8i 154.7 1.0 0.6 ?-61j Pipe 8[ 0.0, 0.0' 0.0 4661 Pipe 8 0.0 0.0 0.0 470 Pipe 81 193.4 1.2 0.9 472 Pipe 12i 571.2 1.6 490 Pipe 12 196~8 0.6 0.1 492 Pipe 8 -155.8 1.0' 0.6 494 Pipe 8 -27.2 0.2 0.¢ 498 Pipe 8 193.4 1.2' 0.c~ 500 Pipe 8' -245.81 1.6. 1.4 502 Pipe 8 82.6 0.5 0.2 504 Pipe 8 81,1 0.5 0.2 506 Pipe 8 -10.3 0.1 0.0 508 Pipe 8 17.7 0.1 0.0 510 Pipe 8 211.2 1.4 1.0 512~ P~pe 24 2730.8 1.9 0.6 514 Pipe 12 90.2 0.3 0.0 516 Pipe 24 4674.0 3.3 1.5 518 Pipe 8 -994.2 6,4 18.2 520 Pipe 8 82.6 0.5 0.2 522 Pipe 8 -213,9 1.4 1.1 524 Pipe 12 -669.9 1.9 1.2 526 Pipe 12 -659.0 1.9 1.2 528 PiPe 12 -28.2 0.1 0.0 530 Piee 8 -274.1 1.8 1.7 532 Pipe 8 -218.1 1.4 1.1 534 Piee 8 241.3 1.5; 1.3 536 Piee 8 144,1 0.9 0.5 538 Pipe 8 -129.5 0.8 0.4 540 PiPe 8~ -242.0 1.5 1.3 542 Pipe 8 38.2 0.2 0.0 544 Pipe 8 -81.1 0.5 0.2 546 Pipe 8 30.3 0.2 0.O ~481 Pipe 8 -18.7 0.1 0.0 8 q~1.0 0.5 550 Pipe' ' 0.2 552 Pipe 8 11.5 0.1 0.0 554 Pipe~ 8 ~81.5 0,5 0.2 Page 29 CAP Source Pipe Output I I I I I I I ! I I I I I I I I I Pipes ID Type 556 Pipe 558 Pipe 560 Pipe 562 Pipe 564 Pipe 566 Pipe 568 Pipe 570 Pipe 572 Pipe 5741 Pipe Diameter Iin) Flow(gpm) Velocity(Wsec) Headloss(Wkff) 8~ -59.3 0.4 0.1 8 -2.8 0.0 0.0 8 -63.2 0.4 0.1 8 6~3 0.0 0.0 8 -61.4 0.4 0.1 8 -59.0 0.4, 0.1 8 -69.9 0.5 0.1 8 ~67.6 0.4 0.1 8 -92.0 0.6 0.2 87 11.9 0.1 0.0 0.8 576i Pipe 8 -182.7_ 1.2 578r Pipe 8 98.1 0.6! 0.3 580~Pipe ' 8 -211.1 1.4 1.0 582 Pipe 8 -233.7 1.5! 1.3 584 Pipe 8 -253.1 1.6: 1.5 5864 Pipe 12 -582.9 1.7i 0.9 5884 Pipe 12 -84.6 0.2 ! 0.0 590 Pipe 12 752.1 2.1 1.5 592 Pipe 8 -160.1 1.01 0.6 "~94' Pipe 16 -2184.7 3.51 2.7 596 Pipe 8 182.2 1.21 0.8 598 Pipe 8 5.9 0.0; 0.0 600 Pipe 8 -4.1 0.0 0.0 602' Pipe 12 159.8 0.5 0.1 604 Pipe 8 -194.1 1.2 0.9 606 Pipe 8 -90.4 0.6 0.2 608 Pipe 8 -198.3 1.3 0.9 610 Pipe 8 -302.0 1.9 2.0 612 Pipe 8 -103.7 0.7 0.3 614 Pipe 8 103.7 0.7 0.3 616 Pipe 12 -121.3 0.3 0.1 618 Pipe 12 -155.7 0.4 0.1 620 Pipe 12 -117.2 0.3 0.1 622 Pipe 8 96.4 0.6 0.2 624 Pipe 8 -45.2 0.3 0.1 626 Pipe~ 12 -161.3~ 0.5 0.1 628 Pipe 12 -246.5~. j O.7'_ 0.2 630 Pipe 12 -376.1 1.1 0.4 632 Pipe 12 -358.7 1.0 0.4 634 Pipe 20 -2792.3 2.9 1.4 636 Pipe 12 708.9 2.0 1.4 638 Pine 16 1501.8 2.4 1.3 640 Pipe 12 -1078.8, 3.1 2.9 642~ Pipe 16 1304.4 2.1 1.0 644 Pipe 12~ -1191.6 3.4 3.5 646 Pipe 16 140.0 0.2i 0.0 648 Pipe 16 1860.8 3.0] 2.0 Page 30 CAP Source Pipe Output I I I I I I I I I I I I I I I I I PipesI ID Type Diameter (in) F/ow (gpm): Velocity (fi/sec) Head/oss (ft/kft) 650 Pipe 16 1353.2 2.2 1.1 652 Pipe 16 845.6 1.4 0.5 654'Pipe 12 282.0 0.8 0.3 16 120.0 0.2 0.0 656 Pipe 581 Pipe 12 141.0 0.4 0.1 660 Pipe 16 402.0 0.6 0.1 662 Pipe 16 428.6 0.7 0.1 664 Pipe 24 1941.2 lA 0.3 666 Pipe 24 510.0 0.4 0.0 670~Pipe 24~ 510.0 0.4T 0.0 672~Pipe ' 161 -1431.2 2.3' 1.2 674 Pipe 12~ "946.61 2.7 2.3 ;~ipe 12; 263.1 -0:8 0.2 '678~Pipe 1~ -803.7~ 2.3~ 1.7 680+Pipe 12 327.6 0.9 0.3 682 Pipe 12 -490.2 1.4 0.7 684 Pipe 8 15.4 0.1 0.0 686 Pipe 12 -333.8 1.0 0.3 688 Pipe 12 -108.2 0.3 0.0 694 Pipe 12 -225.6 0.6 0.2 696 Pipe 16 -1050.1 1.7 0.7 698 Pipe 12 -183.3 0.5 0.1 700 Pipe 8 -67.8 0.4 0.1 702 Pipe 12 -318.9 0.9 0~3 704 Pipe 16 -1171.9 1.9 0.8 706~ Pipe 12 745.5 2.1 1.5 708 Pipe 12 301.3 0.9 0.3 710 Pipe 12 -30.5 0.1~ 0.0 J71 Pipe 12 -8.2 0.0 0.0 714~ Pipe i 12 -25.0 0.1,, 0.0 716~ Pipe~ 16 -1171,9_ 1.9, 0.8 ;718]'Pipe 12 -161.1 0.5 0.1 -~-~o']?ipe ! 8 o.o' o.o o.o 722 Pipe 12 -41.4 0.1 0.0 724~Pipe 12 -92.8 0.3i 0.0 730 Pipe 24 2756.0 2.0t 0.6 732rPipe 12 295.8 0.8 0.3 734'Pipe. 16_ -1177.2~ 1.9 0.9 736 Pipe 12 -19.3 0.1 0.0 :~381 Pipe 12 263.6 0,8 0.2 740 Pipe 12 -386.8 1.1 0.4 742 Pipe 16 -966.8 1.5 0.6 746 Pipe 12 -292.4 0.8 0.3 748 PiPe 12 343.8 1.0 0.4 752~ Pipe 12 -221.1 0.6 0.2 754 PiDe 16 -199.5 0.3 0.0 756 Pipe 16 -255.9 0.4 0.1 Page 31 CAP Source Pipe Output I Pipes I I I I I I I I I I I I I I I I ID Type Diameter [in) Flow (gpm) Velocity (ft/sec) Headless (ftJkft) 758 Pipe 16 -38.8 0.1 0.0 760 PiPe 16 -38.8 O.1 0.0 762 Pipe 12 -87.0 0.3 0.0 764 Pipe 12 -164.7 0.5 0.1 766 Pipe 12 266.8 0.81 0.2 768 Pipe 12 -6'1.0 0.2 0.0 770 Pipe- 12 205.8 0.6 0.1 774- Pipe. 54 25000.0 3.5 0.7 778 Pipe~ 12 -197.4 0.6 0.1 7801 Pipe, 8 0.0 0.0 0.O 782 Pipe 8 69.9 0.5 0.1 7841Pipe i 81 -268.5 1.7 1.6 I 6~786 -~ pe~ , 164 -846.0i 1.4 05 790J Pipe 12 -344.6 1.0 0.4 792 Pipe, 12 -485.6 1.4 0.7 794 Ppe 12 279.5 0.8 0.2 796 Pipe 12 -629.1 1.8 1.1 798 Pipe 16 -956,1 1,5 0.6 800. Pipe. 30 -6642.0 3.0 1.0 804. Pipe 8 87.2 0.6 0.2 806 Pipe 12 -87,2 0.3 0.0 808 Pipe 12 397,4 1.1 0.5 810 Pipe 8 0.0 0.0 0.0 812 Pipe 8 199.1 1.3 0.9 814 Pipe 8 -22.9 0.2 0.0 816 Pipe 8 -6.6 0.0 0.0 818 Pipe 12 67.6 0.2 0.0 820 Pipe 8 24.4 0.2 0.0 822 Pipe 8 -138.0 0.9 0.5 858 Pipe 8 -45.2 0.3 0.1 900t Pipe 12 -744.2 2.1 1.5 928 Pipe 6 -91.5 1.0 0.9 930 Pipe 12 662.6 1.9 1.2 932 Pipe 8 84.6TM 0.5 0.2 934 Pipe 8 0.0; 0.0 0.0 936 Pipe 8 33.0 0.2 0.0 -952 Pipe 16 0.0 0.0 0.0 954 Pipe 16 112.8 0,2 0.0 960 Pipe 12 -551.1 1.6 0.9 976 Pipe 36 8939.6 2.8 0.7 978 Pipe 12 -164.8 0.5 0.1 980 Pipe 12 216.4 0.6, 0.2 982 Pipe 36 8939.6 2.8 0.7 984 Pioe 36 11932.4 3.8~ 1.2 990 Pice 12 343.1 1.0 0,4 994 Pipe 12 -190.7, 0.5 0.1 Page 32 CAP Source Pipe Output I Pipes I I I I I 1 I I I I I I I I I I ID Type Diameter Iin) Flow (gpm) Velocity(fi/sec) Headloss (fi/kft) 996 Pipe 12 -564.9 1.6 0.9 998 Pipe 12 -301.3 0.9 0.3 1020 Pipe 24 2894.0 2.1 0.6 1024 Pipe 16 295.81 0.5 0.1 1026 Pipe 12 172.2 0.5 0.1 'i028 Pipe: 8' -18.2~ 0.1 0.0 1030 Pipe 8 -88.8 0.6 0.2 1040 Pipe' 16 -88.3 0.1 0.0 1042 Pipe 12 238.2 0.7 0.2 1050' Pipe 8 0.0 0.0 0.0 1052- Pipe i 12~ -123.6 0.4 0.1 1056 Pipe 12 -161.1 0.5, 0.1 1060_ Pipe 12 106.0 0.3_ 0.0 1064 Pipe 8 0.0 0.0 0.0 1066 Pipe 8 0.0 0.0 0.0 1068 Pipe 8 0.0 0.0 0.0 1070 Pipe 12 0.0 0.0~: 0.0 1074 Pipe 8 0.0 0.0, 0.0 1076 Pipe 12 -141.0 0.4 0.1 1104 Pipe 16 874.0 1.4 0.5 1106 Pipe 16 535.6 0.9 0.2 1108 Pipe 24 507.6 0.4 0,0 1110 Pipe 24 112.8 0.1 0.0 1116 Pipe 12 62.2 0.2 0.0 1118 Pipe 8 0,0 0,0 0.0 1120' Pipe 8 77.0 0.5 0.2 1;122' Pipe 8 48.8 0.3 0.1 1124 Pipe 8 28.2' 0.2 0.0 1126 Pipe 6 O.Oi 0.0 0.0 1128 Pipe 12 363.2 1.0 0.4 1132 Pipe 8 12.4 0.1 0,0 - 0.2 1138 Pipe 12 276.2 0.8 1142 Pipe 8 -56.4 0.4 0.1 1144 ~. pipe. 87 0.0!_ 0.0 0.0 1146 Pipe 8~ -15.8 0.1 0.0 1154 Pipe 8 -180.0 1.2 0.8 1158 Pipe 8j 166.4 1.1 0.7 1162~ Pipe 12 0.0 0.0 0.0 1164 Pipe 12 140.0 0.4i 0.1 1166~Pipe 8 140.0 0.9! 0_5 i 168t Pipe 12 282.0 0.81 O. 3 1172 Pipe 16 845.6 1.4 0.5 1176 Pipe 16 1353.2 2.2 1.1 1180 Pipe 16 -338.4 0.5 0.1 1182 Pipe 16 310.0 0.5 0.1 1184 Pipe 8 -338.4] 2.2 2.5 1188 Pipe 12 -140.0 0.4 0.1 Page 33 CAP Source Pipe Output I Pipes! I I I I I I I I I I I I I I I I 3 Type Diameter (in) Flow (gpm) Velocity (ft/sec) Headloss (ft/kft) 1190~ PiPe 12 -140.0 0.4 0.1 1192 Pioe 16 -120.0 0.2 0.0 1194 Pipe 8 -120.0 0.8 0.4 1196 Pipe 16, 0.0 0.0 0.0 1198 Pipe 161 -510.0 0.8 0.2 1200 Pipe 1204 Pipe 1206 Pipe 1208j Pipe 1214 Piped 1216 Pipe 1232j Pipe 1234 Pipe 61 9.6 0.1 0.0 241 0.0 0.0 24 -870.0 0.6 0.1 8 173.4 1.1 0.7 6 -23.4 0.3 0.1 36 13573.2 4.3 1 8 92.1 0.6 0.2 8 0.0 0,0 0.0 1236 '~ Pipe 8 -22.9 0.2 0.0 1246, Pipe 8 0.0 0.0 0.0 1248 Pipe 8~ -180.0[ 1.2. 0.~ 1250 Pipe 8 377.4 2,4 3.0 -370.0 2.4 2.§ 1252j Pipe 8~ 8 1254[ Pipe 1268 PiPe 12 0.0 1294 PiPe 30 5301.8 1296 PiPe 12 836.7 1306 PiDe 16 2191.3 1326' Pioe 12 479.4 1330 PiPe 24 4515.7 1332 Pipe 8 -154.1 1334 Pipe 16 1415.1 1336 Pipe 12 487.5 1.5 1.3 0.0 0.0 2.4 0,6 2.4 1.8 3.5 2.7 1.4 0.7 3.2 1.4 1.0 0.6 2.3 1.2 1.4 0.7 1338 Pioe 1340 Pioe 1342 Pipe 1344 Pipe 1348 Pipe 1350 Pipe 1352 Pipe 1354 Pipe 1356 P pe 1358 Pipe 1360 Pipe 1362 Pipe 1364 Pipe 1366 Pipe 1374 Pipe 1376 Pipe 1378 Pipe 1380 Pioe 1384 Pipe 8 0.0 0.0 0.0 54 25000.0 3.5 0.7 54 20188.4 2.8 0.4 54 -25000.0 3.5 0.7 54' 20188.4 2.8 0.4 ;~6~ 14441.7- 4.6 1.7 20 2256.0 2.3- 1.0 2OI 2265.0 2.3 1.0 16 1522.1 2.4 1.4 20 2535.5 2.6 1.2 36 11932.4 3.8 1.2 30 7640.6 3.5 1.3 36 11942.4 3.8 1.2 36 11389.9 3.6 1.1 24 3699.9 2.6 1.0 24 2623.9 1.9r 0.5 54 0,0 0.0 0.0 24 -4085.5 2.9 1.2 12 -808.2 2.3 1.7 Page 34 I I I I ! I I I I I I I I I I I I I I CAP Source Pipe Output Pipes : D Type l D ~meter (in)! Flow (gpm)i Vel°ci~ (ft/~C) H~adloss (ft]kft) 1386 Pipe ! 24i 4277.6 3.0 1.2 1388 PiPe i 16 3306.0 5.3 5.7 1390 Pipe! ?4 5i97.3 3.7 1.~ 1392i PipeI 36 11932,4 3.8 1.2 1396i Pipei 24 1941.2 1.41 0.3 ~398~ pip~I i2 ~0~,8. 0.6! °?1 1400i Pipe, 36 13049.0 4.1 ~ 1.4 1402_ Pipei ~ 1333~ 4.2. 1.5 1404i Pipe L 36 12744.9i 4.0 1.3 140~ Pipe i 36 12522.9j 4.0 1.3 ~408 Pipe 36' ~1558.~j 3.6:~ 1.1 Page 35 I I CAP Source Valve Output CAP Source - Scenario 3. Link Out,)ut I I I I I I I I Valves iD Type Diameter (in) Flow(gpm) Velocity (fi/sec) Headloss (fb'kft) 3002 PRV 8 0.0 0.0 0.0 3172 PRV 12 180.4 Q5 110.2 3174 PRY 12 90.2 0.31 104.5 3178 PRV 8 'i 93.4 1.2' 96.8 3184 PRV 12 282.0 0.8~ 85.8 3186 PRV 16 845.6 1.4 102.6 31881 PRV 16 1353.2 2.2 89.2 3190 PRV 8 338.4 2.2 127.zl 3192 PRV 8 0.0 0.0 0.0 3196 PRVr 16 2048.0 3.3 95.6 3204 PRV 8 0.0 0.0~ 0.0 3206 PRV 16 0.0 0.0 0.0 3208~PRV 16 11932.4 19.0 64.9 3210 PRV 30 9038.4 4.1 115.6 3212 PRV 16 2252.8 3.6 91.6 3214 PRV 16 542.1 0.9 107.7 3216 PRV 16 358.1 0.6 109.0 3218 PRV 24 7640.6 5.4 80.4 3220 PRV 24 17942.2 12.7 95.5 3222 PRV 12 161.1 0.5. 100.1 3224 PRV 24 15696.0 11.1 98.5 3226 PRV 12 642.5 1.8 89.7 3228 PRV 24 2858.4 2.0 65.2 I I I I I I I I I Page 36 CAP Source Fire Flow Output I I I I I I I I I I I I I I I I CAP Source - Scenario 3 Fire Flow Output Junctions Static Static Fireflow Residual Available Calculated Design Demand Pressure Demand Pressure Flow Pressure Flow ID (gpm) (ps) (gpm) (psi) (gpm) (psi) (gpm) I 2F 338.4~ 78.9 1500 63.41 4429, 20 4215 41 282.01 64 7 1500 60.3,i 10315 '. 20 7084 65 9 1500 58.8 53 20 5342 J 6/ 338.4j ; 42 J 8] 451.2 63.6 1500 61.2! 15847 20 10241 12 375.2 61.4 1500 59.9 20864 20 14034 14 262.6 55.8 1500 38.5 2618 20 2618 18 28.2 45.8 1000 25.9 1194 20 1194 20- 282.0 45.8 1500 34.4 2815 20 2772 38 70.6 84.1 1500 78.3 6239 20 4821 40, 201.6 74.9 1500 70.4 7107 20 5699 44 138.2 56.1 1500 50.0 4556 20 4556 46 52.8 46.8 1500 40.2 3556 20 3195 48 67.4 80.2 1500 75.0 5914 20 3942 50 104.0 83.4 1500 78.1 6293 20 4332 58 140.4 67.0 1500 64.9 10021 20 8826 62 73.4 70.5 1500 61.2 4425 20 4425 64 50.6 62.8 1500 57.9 7209 20. 7209 66 210.0 74.9 1500 69.5 9133 20 9133 6~ 238.6 77.6 1500 61.2 3801 20 2931 72: 107_2 57.7 1500 11.7 1429 20 1429 74 135.4 68.7 1500 49.7 3022 20 2566 78! 48.6 72.8 1000 64.3 3241 20 3241 80l 51.8 85.9 1000 67.3 2141 20 2141 82J 18.6 46.2 1500 46.1 47340 20 84 18.6 62.0 1500 61.6 46404 20 36762 88 53 O] 37.8 15001 30.6 2719- 20' 2719 253.8~ 72.1 1500 68.9 8279 20' 8279 96 98 253.8~4 76.5 1500' 74.1 10316 20 9869 1044 282 0 68 9 1500' 58.5 4194~ 20- 2948 108~ 282.01 44.3 1500 44.2 48229 20 110! 70.6.1 39.1 1500 36.9 5176 20 5176 122~ 50.6 52.6 1500 51.6 14339 20 14339 124' 79.0 69.5 1500 64.8 7072 20 7072 1261 327.0 71.1 1500 48.1 2912 20 2758 t-- 58.1 1000 15.8 20 969 28.2 969, 1841 156.0 39.2 1500~ 37.0 7118 20 7118 198/ 394.8 87.8 1500 82.7 11180 20 7659 ~ 200i 90.2 63 8 1500 56.8 3530 20 3530 212i 225.6 50.5 1500 42.6 35584 20 3558 2141 775.4 72.2 1500 63,8 7335 20 6059 2161 282.0 63.2 1500 57.7 8399 20 6307 218 169,2 62,9 1500 51,5 4337 20 4337 222 0.0 67.4 1500 33.8 1878 20 t878 2341 670.6 71.9 1500 59.9 5469 20 5469 Page 37 I I Junctions CAP Source Fire Flow Output I I I I I I I I I I I I I I I I Static Static Fireflow Residuat'Availablel Calculated Design Demand Pressure Demand Pressure Flow Pressure Flow ID (gpm) (psi) (gpm) (psi) (gpm), (psi) (gpm) 236 84.6 69.3 1500 65.5i 11077 20 11077 238 101.6 74.4 1500 53.2 3111 20 3111 242' 0.0 73.9' 1500 56.81 3547~ 20 3547 246 98.0' 66.4' 1500' 47 6 2923 20 2923 248r 119,4 68.6 1500 53. 3786' 20' 3754 260 141.0 74.5 1000 43.8 1592' 20 1592 264 231.2' 56.6 1500 45.0 3276 20' 3276 270' 181.2~ 52.1 1500 41.4 3126i 204 3126 272 101.6 54.2- 1500] 53.7' 36873i 20F 27115 298 84.6 6740 1000 60.1 3399~ 201 2375 302l 28.2 45.1 1000 34.8 1780i 201 1780 308 0.0 81 5 10001 38 3 12651 20' 1265 324 169.2 81.9 1000 48.2 17001 201 1693 340 67.6 88.5 1500 19.2 1556 ~ 201 1556 356 14.0 75.5 1000 47.4 1495! 201 1225 366 0.0 70.1 1500 41.3 2170 20~ 2170 398 65.0 73.9 1500 46.6 24291 20 2429 400 41.8 72_9 1500 65~' 72951 20 6954 402 110.0 7~5 1500 50.61 26861 20' 2686 410 40.6' 75.7 1500- 54.7T 3105! 20 3105 412 89.8 69.7 1500 47 2' 2735~ 20 2735 414 0.0 71.6 1000 67.8~ 5007~ 20 3291 416 0.0 56.0 1000 25.1 1357; 201 1357 420 59.4 41.1 1500 40.0 3477 20 3360 422 115,0 85.2 1500 55.3 25101 20' 2510 424 124.8 95.0 1500 76.3 35481 20 3548 428 92.6 54.1 1500 51.2 4096i 20 3660 434 84.6 62.5 1500 60.9 18231j 20 15896 436' 262 4 54,3 1000' 24,47 1354: 20 1354 444~ 69 6 37 0 1500 24.5 1871, 20~ 1871 464 28.2 71.3 1000 50.3 1705! 20 1662 470 282.0 61.3' 1500' 57.7 11260! 20 7367 ~02 35_4 53.1 1500 46.2 39041 20 3177 504 53 0j 83 3 1500' 55.6 2460i 20 2460 506 35.4 70.3 1500 62.47 4572i 20 4572 516 50,8 84.4- 1500' 31~ 1757 20 1757 5181 49~ 87:4 1500{ 33.5 17841 20i 1784 520~ 50.8 87.4 1500 47.0 2175 20! 2175 522 33.8 84.4~ 15001 47.6 2246 20; 2246 524 67.6 80.7 1500 59.5 3270 20 3270 526 101.6 82.4 1500 47.9 2368 20 2368 528 101.6 82.0 1500 52.4 26581 20 2658 530' 84.6 81.2 1500 50.8 2490 20 2490 5321 84.6 81.2 1500 60.2 3328' 20' 3327 534 84.6 79.3 1500 59.2 3460 20 3460 Page 38 I I Junctions CAP Source Fire Flow Output I I I I I I I I I I I I I I I I I Static Static Fireflow Residual Demand Pressure Demand Pressure 3 (.gpm) (psi) (gpm) (psi) 536 90.2 78.0 1500 56.7 538 22.6 76.1 1500 45.5 Available Calculated Design Flow Pressure Flow (gpm) (psi) (gpm) 3178~ 20 3178 2245 20 2245 540 62.0 88.2 15001 42.9 2035i 20i 2035 842 542 85_1 1500~ 47~ 2230i 20 2230 544+ 67.6 80.9 1500 4~8~ 2184~ 20~~ 2184 546 92.4 76.9' 1500' 472 2474 20 2474 548 102.6 75.0 1500 47.4 2563 20 2563 550 69.6 72.4 1500 50.3 2912 20 2912 554 129.2 80.6 1500 52.6 2773 20 2773 556i 118.4 75.4 1500 50.4 2824 20 2824 5581 74.4 77.2 1500 50.4 2656 20 2656 560 62.0 69.0 1500 43.5 2447 20 2447 564~ 103.8 67.9 1500' 45.4 2681~ 20 2681 568 96.4 66.8 1500 51.3 3674 20 3459 5701 34.4 65.2~ 1500 46.9 2955 20 2955 572- 85.8 61.6 1500 33.3 2037 20 2037 574 185.6 60.9 1500 43.8 3111 20 3111 576~ 157.8 58.0 1500 40.1 2803 20 2803 578, 85.2 58.8 1500 4~1 2671 20 2671 580~ 129.6 582~ 344.0 584 298.8 586 157.8 588 197.4 590 112.8 594 507.6 596 507.6 598 563.6 600' 282.0 56.8 1500 38.3 2643 20 2643 53.2 1500 37.7 3093 20 3093 72.8 1500 72.8 308081 201238771 67.0 1500 61.7 6223 20 6223 62.4 1500 56,5 7189 20I 6682 54.0 1500 39.6 3297 20 3297 57.9 1500 37.6 2972 20 2972 61.0 1500 58.9 4122 20 59.1 1500 57.1 4873 20 64.9 1500' 57.4 4167 20 604' 90.2: 83.1 1500 606 141.0 48.2 1500 610j 141.0, 56.9 15001 52.6 ~9~ 616 112.8, 56.0 1500 46.4 4643 618 197.4 88,0 1500 38.1 2042 620 428.6 69.9 1500 64.6 6624 630 141.0 39.6 1500 39.1 33352 69.2 3687 20 3687 36.3 2664 20 2664 20 5076 20 4643 20 2042 20 6624 20 33352 632 141.0 65.7 1500 52.9 3300 20 3300 634+ 169.2 54.7' 1500' 48.5 5110 20 4146 636 141.0 62.8 1500 52.4 4073r 20 3055 638 642 644 646 648 65O 451.2 44.8 1500 29.2 2522 20 2522 67.8 72.1 1500 67.2 6981 20 5520 146.8 42.4 1500 32.8 2949 20 2949 79.0 59.0 1500 46.1 3420 20 2881 103.0 74.6 1500 49.9 3366 20 3366 270.8 61.4 1500 58.5 5001 20 4291 Page 39 I I Junctions CAP Source Fire Flow Output I I I I I I I I I I I I I I I I Static ' Static - Fireflow Residual ~ Available Calculated Design Demand Pressure Demand Pressure Flow Pressure Flow ID (gpm) (psi) (gpm) (psi) (gpm) (psi) (gpm) 6541 230.01 44.1 1500 40.5 3843 20 3843 658 110.8 71.8 1000 37.8 1768 20 1768 662 0.0 50.4 1500 42.9 10234 20 664 118.6 72.3 1500 69.9 20983 20 666 282.0~ 79.7~ 1000 60.5 2557' 20' 2557 668' 205.8 56.9' 1500~ 49:3' 4077[ 20~ 4077 672 225.6 78.7' 1500~ 740~ 7117~ 20 6391 674 282.O~ 43.3' 1500] 36.2~ 35401 20 3540 676 84 6- 78 0] 1500' 72.5, 7665[ 20, 4608 678 56 4 65.8, 1500 62.01 66431 20 ~ 680 169.2 44.3J 1500~ 43.2j 100891 20! 682 2594 61 2 15001 583,~ 9046~ 20! 8429 684 225 6 44 3~ 1500 43.0! 11069 20:, 11050 666 58.4 57.3' 1500 58.5t 12087 690 293.2 70.11 1500' 68.21 12936[ 20~ 12016 692~ 0.0 70.3 1500 69.3 10161 20. 1016 694 38 8_ 74 71 1500 72.9~ 9048 204 9048 696 77.8 65.6 1500 60.5 5717 20 5717 698 45.2 77.4 1500' 75.9 29454 20 21931 7041 92.8 55.7' 1500 39.1 2440 20 2440 706~ 82.6_ 59.2 1500 58.8 46918 20 7081 87.2 67.0 1500 57.1 3172 20 3172 710' 121.2 46.3i 1500 34.2 2576 20 2576 712 338.4- 7:7~5' 1500 17.1 1789 20 1789 7141 338.4 76.4 1500 58.1 3772 20 3772 716' 282.0 65.5 1500 55.3 5154 20 4217 718~ 141.0 48.5 1500 37.8 3281 20 3281 720, 423.0 54.4, 1500 47.3 5805 20 5551 7221 327.0 42.7; 1500 36.1 4450 20 4450 726 67.6 39.3 1000 28.3 1446 20 1446 828] 112 8 48 5~ 1500 48 5; 105646 20' 105646 854 1299.0 68.8 i 1500 68.21 44399~ 201 8661 O.O~ 43.71 1500 39.31 4702r 20i 4702 868] 21.2 84.6 1500T 80.1Y 8137h 20' 8137 892. 123.6 37.41: 1500~ 29.5~ 6780 20 894 190.4 41.6 1500 29.9 2601 20 2601 896~ 70.6 85.0 1500 63.2 2948 20~ 2948 898 127.0 71.8] 1500- 69.0 5851 20 4569 900 72.8 71.8 1500 68.7' 5793 20 4674 908 98.6 77.1 1500 63.8 3946 20 3126 916 67.8 80,7 1500 46.5 2154 20] 2154 918 17.6 83.3 1500 51.1 2213 20 2213 920 17.6~ 40.5 1500] 27.7 1979' 20 1979 922 70.6' 78.8 1500 62.7 3316 20 2737 924' 225.6i 79.5 1500' 64.7 3997' 20 2538 Page 40 I I CAP Source Fire Flow Output Junctions ~ ; Static Static Fireflow Residual Available CalcuJatedl Design Demand Pressure Demand:Pressure Flow Pressure Flow ID (gpm) (psi) (gpm) (psi) ; (gpm) (psi) (gpm) 936; 87.2 41.1 1500i 18.21 1519 20 151~c 938! 28.2 41.4 10001 26.6i 1275 :20 i275 9441 14.2 95.21 1000! 93.9j 11332 20 6117 ~6! 56 4 64 5 '1000i :~6~6', 639 20 63~c 952 14.2 117.4i 1000 116.4~ 13288 20 5460 958J 140.0 49.4 10001 29 4 1399 20 1399 972~ 338.4 ~8! 2000 77.21 10970 20 10970 ~74i '17010: 44.1TM 1500 42.1 6692' 20 6692 ~1 1048, 41.4~ 70.1i 1000 65.1 ~71~ 20 ~7'!8 ~I 1 ~1uu[107.0, 84.01 1500 54.6 2499i 20 2499 I 111o2' o;~! 83.~! ~00 56.7 2~496 201 24~ I I I I I I I I I I I I I I I I I Page 41 i' " .1, 1 1 i i , , 1 , I '1 i , , " I 1 , ; I "j I i 1 I l '1' 1 '! i j l--~" I j I j , " ! 1 ., , , , i i I j 1 , I j j I 1 1 I~ - T11S T12S WW a~ ~ ~ 0::::0:::: -' -';" -':'.,' 6J (I) ". 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',,,t,-'j "Z. r-~ '-,' \, ) .1 04J JUNCTION iDENTIFIER, .., ".' , - t.)i~ (I), ; ! ~ '~ 3010 I!J 1 040T VAl,VE IDENTIFIER RESERVOIR/TANK IDENTIFIER OJ SJ / '/ I I , j ( \ L'., '\, :,,\' 63 417 157 ~; , ,I ... .... .... , .. ' , BOOSTER STATION IDENTIFIER ~1 082T 1 52J r. .,,~ ~O. 4J 01 2J ~ I'" ' ,..~' I "--""" I t'~ r @110J DEMAND SLJMMATlON~LJNCTtON IDENTIFlER ... ~ ... 8J 99 18J 1!I .!lIj. WE'LL 1 C) 94~ ~. \ ~\ " \ ' ~ \ i "\ . '\j 6J . -, .." " ' .' ~, . - '. - , TOWN OP. MAR~'~ .... WATER MASTERPLAN' (; , ---): , . / I \..' -~..~---~-..... '1 i \ \ /-'1 N 1'0 \...//..,. f ~ ~ ( ~ Ct: "'...-- ' i -', 1: , "1 \ /"''''''-, \../ " '\ I 76J ./ ww w w ('~ , " '" , J) '~~ f--. , --~;':: ' CAP SOURCE MODELSCENARlO, ,....:5. . NOD~ MAP ". . ENVlRONMENTAL ENGINEERING CONSULTANTS, INC. 4625 E. .FT,L(5WEL1 RD,. SUITE 2QO TUCSON. ARIZO:NA. 857t2 "',', I I I I I I I I I I I I I I I I I I I APPENDIX I CAPITAL IMPROVEMENT PLAN COST DATA I I I I I I I I I I I I I I I I i I I Water Wells Planning Level Costs for Marana Water Plan Rehabilitating an older 20-inch-diameter well: TV viewing of old well ~ $750. 16-inch diameter pipe ~ $30/ft 16-inch wire-wrap screen @ $45/ft gravel pack or seal installation ~ $15/ft air-lift development at $250/hr mobilization fee $5,000 It must be noted that ADEQ will have to approve any lining operation, and it may not be possible to seal off the top of an existing irrigation well to municipal well standards. · Drilling a new 16-inch-diameter well, cased, gravel-packed, and developed: $200/ft, plus mobilization fee if less than about 400 feet. · Vertical turbine pump costs will vary with head and yield (thus hp): Average cost will be in the range of $75,000. If it is possible to salvage some parts of the existing irrigation pumps, this cost can be reduced to about ½ the cost of a new pump. Using this information, the following generalizations can be made: · A new 500-foot deep well will be about $175,000. · Rehabilitation and lining of a well of the same depth will be closer to $90,000. · For other depths: use $200/per foot for new and V2 value for rehab; plus pump. /-I : ;''^' , 1" i r , J" r ~; i i L~ I',. ~ ; , 4 ?\ " ,. " " , , , :i, j, I j I- I " j '1 ,~5 /, T11 S T12S " ,"! w o ~ n::: w ~ ~ n::: (l) (l) e ~, <Xl ~!. (l) e <8' <ll e ~-, ,-, ~, 8 (l) (l) '-"I 8 e <Xl e (l) e (l) e i, (l) (l) 8 <Xl (l) e --; ~<v 1-0 ~,: ~ (; .;"'\ -~._-_..~_.__.~--~-_.__.~-_._----~-~-';~.:.. _..~~<-,,---- ~~ --~-~- ,~- _.,...~- .~~- , " , ,",' i i ], " : j 'I '7, , ,-. (-'>.. / " . .~ i_ , /' '''\ " ,,/ ,-~; (~) T12S T13S w o ~ n::: 7 ., 1 -) ; w ~ ~ n::: ',~j , ) , ~." , n "~"-. ':/ : ~"^ "- , ~~ '" ' ,,' h","-. ~ .. I I \ \ , \ \ \ ~ \ e e e "\' ,', (l) "\ <Xl (l) , .1 (l) (l) 1 I , I ! i ! ! I , ! I ) i ; I , I I ~ , i ~ 1 I Th J :;l; " "! . ,~ J~ ' ~' e e ,~""\ ; , ' e 8 8 ,'-\ ,',", e (l) e 8 <Xl (l) i. /, ,", " ) -"t : , , /_- ' li- "I -I" 'I 1j i\i i~ ill, '@" j .\ 1 ~ 1 " .frj ~ ~;, '$ 'j,': ~f ~ .-'-' '," I I , .~ "~ T . >1 ."----------.......- , : ,--'-_.. .-'----'---,---,_.J i, /1' / I I .r '" I \ i I \ I i I b 9J r1 / ,/ / --~,... __-2.-1,QQ.. -- ---~_. /~ ,/ ,/ / .') , / / / "--~ -..' ,r . ~ -, /,~..."", ,/ // // ~~/ 1r / / / // I' /:1" ~ ' / , // , / I ; / ;/ ; # ~ / / /' / I /' , I / / /:-.J Ie) :/ ! I " - I 1" " , " I i. ) 'i ~l ;1 cO . i ; o'~ ';>if." ,..1 1 '; I i ~ ~' : ,~ I '-, ~ /rl / f " " /l~) \ ~_~J I \ /,j ! 1// _l / -;20091/ \ ~/ /( (_~,r-~__",,\ ~I ;l~~-" / / ' .....\ /~~<VT~~lltz/ft. d7 .\ . (I:. ---.- "j// \ /1 -1 /)1' i ~/ \Y \ ---....~ ~_./ J " I /^'. "-_.../ -~ '----0 . .--... " ',--" "'-~~- ~- l'l~ ,- -....--......., I ( /""'" ~,,_,,/ :% ~, ____ ,\." \U '\ \~ -j I \ff/O . " . \ \ \ IN, II .~. ~. .'. ..~ \.. ~ . ~ \ ~ ", '.'.~ :\\UI~~ ;1/ ''\ . '\ i ::1\~~j ,/', \"-~~w" " \ \ 1 \V \./. \ \ ' a \ 'I '" ' \ '; ...\ ~"., \ '~: <l' \ i '\ .1. \. 1\ EXli~lI\g Redho.wk ',,- 'I i./'\!, d \ \ \ <"""/j \ Rese ,voir o.n \ \\. /l, \\, ~ i \ Baas~, . \ '\". '- '~ \ 0-1t '\ ~. '''~~_ \ A> "" va \ f \~~o \ '\.Y \i,.", ~"'^ \\ i 0 /V~ ., \" '9, )\ ,. "i Q,,- ", ~ """"7 '" I/:, \ I (9 " ' \ ~ \ W N ~ n::: w '1") ~ n::: w Ul tlMo. t~ 0.45 MG 'G' Zane Reservoir (Propo$ed=OA MG) 1140 gpM 'G' to. 'I' ,.ZQJle Booster Sto. tlan :(Proposed=1200 gpM) Ii) \ ~ ~ ~~\ \ . \ ~ \' \. ' \ ''\~ 'on'. . , ~ ,.,~ ~ '. t..',c ""'", ~'" "'. .' ":~ ~ ~ \ \ \ n::: \ i \\ , \ \ , \ \ . ...\\ \ \)r \\' \ \ ,,/-""...............,, :",,-/ , / /. .,.",./, ,Io~\ .' /' , ,/ "- , \ r '~''> ' ! Ultl~ 2870 gpM 'E' to. /// ~ /f'~-.j . // ~_--.~.-"" '~aaS'tfr Sto.~on / ,__, \ ...__...'.._....../ (~ls'l;~=~850gPM) / / j . - ("i" \j // "1 i ~.te ~'::,..~, UltlMo.te IA)'lG ; - / ',j , Ult o.te '-_'~"I 'E' Zon~7IUservolI"\ / ! 'E' ane Reser 0\1" Y- , G Z I I (proyc{Yd=l MG) '.j ,_ ONE iitt;~e 1620 gpM /~F'- '\ Zone B\;loster s;t6. tlaIT '-, _'" . ( "- ) \\ ~----~- ..----/ -- ) 'D' /' UltiMO. te 5,~JJtr gpM ( to. ':C.-BtiOster Sto.tlan , "~ . - '~1 \ \ \" <, : '-/ \, \ 3 ',- .'..~ "'., .'A /' ':', '", , I"~ \\ ...'~: " . UltlMO.te 43 MG ;. CAP Treo.tMent. \1'" Plo.nt " UltlMo.te 7,5 MG, Ground Reservoir . \ 'AJitlMo.te 26,060' gp, \ . CI\\lCD 'B' Zone \ i Boaster \ , , UltlMo.te 6690 gpM \ 'X' Zone Baoster "'-" , I I , . , I i , I I . <Xl \\ \ \ " \ \ '\ \ \ \ \, .'\ ", \ \ ". Ii? " \\ '~ '''\ '\ ~ ",UltIMo.te 25 MG '\ 'D' Zone Reservoir ) , , 12 \ ~ \ \ , I I I 8 ',1 Ctl "'", \ , ~ ....... .~ '~-----..... , ' /".. J " ' 1, , ~O-1:: i ~ '1"" (l) \ , , \ "\ - I\l <Xl ;-'. e ".-^\ ..., '-, - I\l 1, / i (l) , \"\, e 12 (\J - \ " '''^ '" "', "'....,----,----_._~~'"'\ ! l' \", ~ r ,,7 'j, ,~'\ f "d' ',J~ ~ " 1 -......t, J"-....... IT 1-Ts- ~12S , . I ' Existing No.r nJo. Reservalr 0. Baoster I I I 1 \. '~, '~ ~, Ch \ v. \ <<:, \ \ ~ '0b \ \ \ \\ \ \ \ 0., , ~ , '\, ~, \ ", \ \ \ \, '-" '\, '-". ",\ '-" '\ hi', ' '\ ) / '", ' ~ '\" 0, "'\ ~ , \ ~Q \ \ \ \ \ \ \ \ 12 I I i I \ i \ f '\t J'\ I, i '~ '1 " , ! . I ! . ) 1;, ~ H (5' ~ \. \ ", / 7V I / / '/' ~/ ',' ! ~ -~ ~ "-.J. '. \ \ \ \ \ \ \, \ " '" ' - '" <Xl (\J - 24 "-. '::---.., . ~' ", {" "" ". '''-" ro "~, I\l ... ''', ,~:> ; ""'-,- ~ ~ (\J - ", - I\l ", (l) " \ 12 12 12 12 12 \ \ "", -......,,-......... _.-----'_.._~...~. ~"......... ..- . --- " / -...) '" M (\J - .. <\I \ \. \ \ , '\ " \ " ro ~'-' ", " 16 ...~., \ 12 16 \ \~- - ' \ \ \ \. ''1 \ '\ e, 12 16 12 , f . , '" YO': i,: , , , '\. ! i i"\, ! , , , "~ ", "- "" '" ' 8 ~ ~ - I\l ~ O~ 'V {. , I .16 I ' I UltlMo.te 0.8 MG .J 'c' Zane Reservalrl (Exlstlng=4 MG) I I 'C" t Ul tlMo. ilg,2000 j;}PM 0 'E' BooSter S:to. tlo.n (Exlstlng=3700 igpPl) , , , \ \ \. \ , \ , , -, , \ \ l~ \ " '\'" , ,,~ \ \ - IV 6 i' \ \ \ \ \ \ ~ " , "", 6 8 "" " " '''^ '....... 12 /' /, I' I I> :.. .<\1 !!i (l) 1 ,-. 'j r--~---., \ '-" \ \ (I ! . (: ',/-"\" I t Ii' I I \ \ I I \ \ \ \7 u '\ \ \ \ f \' '\ i \ \ \ [ \ \ \. .,\, "- rUn J\ \ \~"""'Q 1n ! ).) L'i-l::i' ' 6 -:--,--- . i I' ~''-- / I r -~-. / fu '-__.......r . I' I, ! ~ w '" - IV ""''^'~-'- --,." 12 '" 'd. 8 ~ ." "\ '\ \ \ '\." "", '\ '''....., (l) i -r.--~_~_.,__- 12 e " .0\ \ \ \ \ I I I /-) l /" } " / ,/...(. '"'/''' '\ \ \., \., " ,---~j, (l) , i' - '" " <Xl '" <1' "-., " , ;",' , ' .' " , , , ~ . ',,' 12 12 ~ ,~ . .. .,'\" \\ \ ,/ ,/ ,/ . / , / ( ..... . ~- . _H",_ !f~'~--'" 1 : ~'--':'-----._~-,---j \\ ~ (l) 36 NORTH SCALE: 2"= 1 MILE \ "" 36 tg <\I - , '~ \., \., "\'< ~ \ e \. '", , , , 'i :t'\ ! \ i \ f . \ i \ ) \ '\ ''\. e \'Z, . I ',j --".' . 'i /~." / I / I , / 1 ~)i '" / ~.'j \,/ o"V~ i', .'j ,.", A :~., 'I .:') : ...j .J- ~ ~.. ~ /- , '- ,J ~ \ / I / - ----' i ,/ " I/~~ ( , '-f ii, ~ ' ; rr:: . \;.J '\ ", . ., v'\ \ " . ~ , ".. . / ,~..., . \.:-- "'-..., ' _':"':'_'t:' . " '~.7 ", ''\",,':-!'''~_, /;// -----.. -...- --,---. \ / " '~---- I ( ~ / / I I~,I O~. "j! I ..~ p~ 1/; I I L~'-l 1" / \ I \\. " / '0 i, [,\ ~~~~o. d 'A'3ane e <S> \, ~ . 'V , J-------o u (EXlstll)g= 0,1 MG) , ~ 'l / j7 'b..'i ./'" L-'---'-", A '. t~, / " '~ '" , I' \ // \ >, UltlMo.te I1S0 9 , . / \ <O/~, ~~~~[ // . \) v ~~ ~.~." i /~ \._~ ~~ "",,,,,"'IW' "'''K.,__ '/ . ... ",0. /'~ ~ ~" 0> V \ :. /. / <<> / 7 /~i \ r~fO/!l~ v~") '//' /4~ C,-_ ./ 1100'-'. \ /- ...-*~. .-/ V / . ~i:)1 \ -" ---/ /, '-. <D . >, \2 - . -\ ~~ ~Ol -'\.\., N ....." / I I I / , {; ~- I . t., . I,", . - IV <ll 12 12 8,7 (-; e .,",\ - IV 16 ,8 LEGEND --"--.., --- , ...., ,// '\ // \ / J /-. I' / c, .. /' ~~.' ~ / / / / / '/ / ( " \ , \ , , , '7 , ',- -...., """-'-"0 " ' '7 7 <'''<-{J / . "0lt,:..o.te 1370 gp'M ~", <ll . 'Z' Zone Baaster iJ'..,~ " ,,~ 4' ". @ ~ ~ :-."',>,' 12 PIPE DIAMETER , JUNCTION . DEMAN~ SUMMATION JUNCTION, "\ " '",' PUMP -,' "' 12 12 16 If l" 0; '. ~, <PI\I~ VALVE 1\ T (~, - .IV , '~~. \,./~ I , '''. . I ._.~~ I' . '\., i . '~ I' . "'k I ., ,". I "'-., ~J I " '. WELL RESERVOIR t!l '---"'7 \ \ \ , \ ", \ ~,~ \, .' , . "\., \. ~ \ w I") ~ n::: -"-~------'..", e 8 (l) BOOSTtR STATION , f!] 16 8 e . 101.. "-1'. I , . ~--- ....",) , \, ..... ...~ \ //'-1 ~ \,,,/ I 19t , - "'" .;;,- . TOWN OF.MARANA : WATER MASTER PLAN, . CAP. SOURCE '-"-MOD,EL< SCENARIO 3..' ' PIPE, RESERVOIR, BOOSTER, AND WELL SIZING ENVIRONMENTAL ENGINEElUNq.,.,. . CONSULTANTS, INC. " '. .' .... 4625 E;, FT. r,oWELL RD. "SUITE;200. ". '... TUCSON, ARIZO.NA 85712 520:-:321""'4625.' " "" ,c.' , " " <"" ( : --"" ;) '''~ I I i I AP~nd()( ~' . ".,\ ., .', '. <".