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; MeadowLark Lake - Water Reclamation Plant; MeadowLark Lake - Water Reclamation Plant; 1996-01-01
c pm I MEADOWLARK LAKE £ B WATER RECLAMATION PLANT I C OUTFALL PIPELINE ! HYDRAULIC ANALYSIS : i ii HYDRAULIC ANALYSIS OF THE CARLSBAD RECLAIMED WATER SYSTEM | P li 1 I I I I I I I I I Di—CJ a DC QQen I 1 CEai o1 700 FLDW IN FAILSAFE PIPELINE (2,0, DR 2,8 MGD) 600 |0. (._500 ai—i|— <n> LJ _J LJ MEADnWLARK TREATMENT PLANT ELEV, 325,D EL CAMIND REAL PUMPING STATION ELEV. 300,5 INLDV FRDM SHADDVRIDGE TREATMENT PLANT (0,8 MGD) 21,600 FT 12-INCH 3000 FT 12-INCH 100,000 F " 16-INCH LENGTH DP PIPE (X1000 PT) ENCINA PLANT ELEV. 48,0 ET 8500 FT 24-INCH FLDV IN FAILSAFE PIPFLINE (2,0 MDG - 2,8 MGD) LJ _J LJ MEADDVLARK TREATMENT PLANT ELEV, 325,D 700 600 EL CAMIND REAL PUMPING STATIDN ELEV, 300,5 21,600 FT 12-INCH FLDW IN FAILSAFE PIPELINE INLDV ERDM SHADDVRIDGE TREATMENT PLANT (0,8 MGD) (3,0, DR 3,8 MGD) 2.95 MGD (12-INCH, Sf= 0.00769)- PURPL 3,8 MGD - BLUE Sf= 0,00041 ENCINA PLANT ELEV, 48,0 PT 30 40 50 100 150 3000 FT 12-INCH 100,000 F " 16-INCH 8500 FT 24-INCH LENGTH LJr PIPE (X1000 ET) 700 LDW IN FAIFSAFE PIPELINE (3,16, DR 4,16 MGD) 641,4 MEADDVLARK TREATMENT PLANT ELEV, 325.D EL CAMIND REAL PUMPING STATION ELEV, 300,5 0,0 ,0 MGD (Sf= 0,00431) - 4,16 MDG - RED (2,0, DR 3,0 MGD) 489,0 x 500 INLDW ERDM SHADDVRIDGE TREATMENT PLANT (1,16 MGD) Sf= 0,00050 GREEN BLUE ENCINA PLANT ELEV, 48,0 FT 21,600 FT 12-INCH 3000 FT 12-INCH 100,000 FT 16-INCH LENGTH LIE PIPE (X1000 ET) 8500 FT 24-INCH FLOW IN FAILSAFE PIPELINF (3,16 MGD - 4,16 MGD) IF I I I I I I I I I I I I I I I I I I I Aprils, 1996 TO: CYNTHIA HAAS, COMMUNITY DEVELOPMENT FROM: Bill Plummer, District Engineer INTERNATIONAL RECTIFIER The District is responding to your request for information regarding water and sewer facilities for the subject project. Your questions are stated below followed by our response. Question No. 1. Can the District supply their water demand of 9 million gallons per month? RESPONSE: The 9 million gallons per month converts to 300,000 gallons per day or 208 gpm. We have an existing 14-inch diameter pipeline in College Avenue and an 18-inch diameter pipeline in Faraday Avenue. Either pipeline can supply the water demand of 208 gpm to the site. The water supply system is very reliable and can deliver this demand. Question No. 2. Can they discharge brine to an existing "fail-safe" pipeline? RESPONSE: The "fail-safe" pipeline is designed to convey treated wastewater from the Meadowlark and Shadowridge Water Reclamation Plants to the ocean outfall. From College Boulevard west to the ocean the alignment of the pipeline follows Palomar Airport Road. The pipeline size and capacity varies along its length. To use the "fail-safe* pipeline three issues need to be addressed. These issues are discussed below. First, a pipeline must be constructed in College Boulevard from the International Rectifier site to Palomar Airport Road. This pipeline would convey the brine to the fail-safe pipeline. Second, the capacity of the "fail-safe" pipeline needs to be considered. Our understanding is that International Rectifier will operate 24 hours per day, seven days per week and generate 1 million gallons per week. This converts to 140,000 gpd or 0.14 mgd. The "fail-safe" pipeline is presently operated as a gravity flow pipeline west of El Camino Real. We estimate that it can convey approximately 3 mgd as a gravity flow pipeline. Flows from Meadowlark WPR are 2.0 mgd., and flows from Shadowridge WRP are 0.8 mgd. The combined flows in the fail-safe pipeline is presently 2.8 mgd. Therefore, the additional flow of 0.14 mgd from International Rectifier could be placed in the fail-safe pipeline and not change the operation of the fail-safe pipeline. I I I I I I I I I I I I I I I I I I I Page two Cynthia Mass, Community Development April 3, 1996 The third issue is water quality. In investigating the brine discharge from International Rectifier, the TDS is the only constituent of concern. The TDS is estimated at 220,000 ng/L However, since this brine discharge would be combined with the effluent from the Encina WRF, presently at 20 mgd, the TDS of the combined water discharged to the ocean would not be appreciably affected. Therefore, water quality should be of no concern, but staff at Encina is checking with the staff at Regional Water Quality Control Board. Question No. 3. Can the District provide uninterrupted water service? RESPONSE; The potable water is obtained from imported water sources supplied by Metropolitan Water District. We also have 10 days of emergency water storage available. Therefore, the water supply system is very reliable. Question No. 4. What are the water pipe sizes and the available pressure? RESPONSE; The pipe size is 14-inch in College Boulevard and 18-inch in Faraday Avenue. Water pressure corresponds to the water level in the reservoir which has a bottom elevation of 550. The ground elevation at the proposed site location ranges from elevation 253 to 270. Therefore, the available pressure at the meter is estimated at 125 PSI (i.e. 550 - 253 = 297 feet or 129 psi). Question No. 5. What is the length and cost of a pipeline from the International Rectifier site to the "fail-safe" pipeline and method of funding the pipeline? RESPONSE: The pipeline length along College Boulevard from Palomar Airport Road to Faraday Avenue is 6,700-feet. The elevation at the International Rectifier site is a minimum of 250, and at Palomar Airport Road, the ground elevation is 90. Assuming a gravity flow pipeline and a peak flow of 200,000 gpd, the pipe size would be approximately 6-inch diameter. The unit cost for a 6-inch diameter PVC pipe could be assumed at $30.00 installed. Therefore, the total construction cost would be approximately $200,000. Question No. 6. Are there any other concerns or issues regarding water usage or discharge requirements? RESPONSE; Encina is looking further into regulatory requirement (if any) for discharge permit revisions. Sincerely, WILLIAM E. PLUMMER, P.E. District Engineer WEP:sjs I I I I I I I I I I I I I I I I I I I TO: CYNTHIA HAAS FROM: BILL PLUMMER SUBJECT: INTERNATIONAL RECTIFIER Dear Cynthia: The District is responding to your request for information regarding water and sewer facilities for the subject project. Your questions are stated below followed by our response. Question No. 1. Can the District supply their water demand of 9 million gallons per month? RESPONSE: The 9 million gallons per month converts to 300,000 gallons per day or 208 gpm. We have an existing 14-inch diameter pipeline in College Avenue and an 18-inch diameter pipeline in Faraday Avenue. Either pipeline can supply the water demand of 208 gpm to the site. The water supply system is very reliable and can deliver this demand. Question No. 2. Can they discharge brine to the existing "fail-safe" pipeline? RESPONSE: The "fail-safe" pipeline is designed to convey treated wastewater from the Meadowlark and Shadowridge Water Reclamation Plants to the ocean outfall. From College Boulevard west to the ocean the alignment of the pipeline follows Palomar Airport Road. The pipeline size and capacity varies along its length. To use the "fail-safe" pipeline three issues need to be addressed. These issues are discussed below. First, a pipeline must be constructed in College Boulevard from the International Rectifier site to Palomar Airport Road . This pipeline would convey the brine to the fail-safe pipeline. Second, the capacity of the "fail-safe" pipeline needs to be considered. Our understanding is that International Rectifier will operate 24 hours per day, seven days per week and generate 1 million gallons per week. This converts to 140,000 gpd or 0.14 mgd. The "fail- safe" pipeline is presently operated as a gravity flow pipeline west of El Camino Real. We estimate that it can convey approximately 3 mgd as a gravity flow pipeline. Flows from Meadowlark WRP are 2.0 mgd., and flows from Shadowridge WRP are 0.8 mgd. The combined flows in the fail-safe pipeline is presently 2.8 mgd. Therefore, the additional flow of 0.14 mgd from International Rectifier could be placed in the fail-safe pipeline and not change the operation of the fail-safe pipeline. The third issue is water quality. In investigating the brine discharge from International Rectifier the TDS is the only constituent of concern. The TDS is estimated at 220,000 mg/L. However, since this brine discharge would be combined with the effluent from the Encina WRF, presently at 20 mgd, the TDS of the combined water discharged to the ocean would not be appreciably affected. Therefore, water quality » of no concern. to, AT I I I I I I I I I I I • | I I I I I I Question No. 3. Can the District provide uninterrupted water service? RESPONSE: The potable water is obtained from imported water sources supplied by Metropolitan Water District. We also have 10 days of emergency water storage available. Therefore, the water supply system is very reliable. Question No. 4. What are the water pipe sizes and the available pressure? RESPONSE: The pipe size is 14-inch in College Boulevard and 18-inch in Faraday Avenue. Water pressure corresponds to the water level in the reservoir which has a bottom elevation of 550. The ground elevation at the proposed site location ranges from elevation 253 to 270. Therefore, the available pressure at the meter is estimated at 125 psi (i.e. 550 - 253 = 297 feet or 129 psi). QUESTION No. 5. What is the length and cost of a pipeline from the International Rectifier site to the "fail-safe" pipeline and method of funding the pipeline? RESPONSE: The pipeline length along College Boulevard from Palomar Airport Road to Faraday Avenue is 6700-feet. The elevation at the International Rectifier site is a minimum of 250 and at Palomar Airport Road the ground elevation is 90. Assuming a gravity flow pipeline and a peak flow of 200,000 gpd the pipe size would be approximately 6-inch diameter. The unit cost for a 6-inch diameter PVC pipe could be assumed at $30.00 installed. Therefore, the total construction cost would be approximately $200,000. The method of financing this type of pipeline is normally at the developers cost because the District has no other use for this pipe. Question No. 6. Are there any other concerns or issues regarding water usage or I* s NoDga. ^ 3 7 °l ( -U5 9*780 DtP "£•s. ;•. /'//^/% ,--/ v, yJL .f r[ ^ ." |'u#> !? 7^?i ^^ ««— ^^ ^^ ^^^ t ^^ ^^m:- ^^^m ^^i^^ ^^^^^> ^^^^ : i i : ..; :. L . .. r, L ^^^^^ 11 I I I 'i-'-i ^ te> r L / D . G? =(9 -- .2 /y) &.D , -z > 2JOQ 9P° 1^ 'CO don't \ 3 3 Q ~7 tot),C)O\ ) M V ^ 2 - &--, r .-f- ACCT NO I MTR# I SERVICE ADDRESS | FEB I MAR I APRIL 1 MAY 96001-001 96001 -052 96001-101 96001-151 £600^200- 9600 4- 250 96001-300 96001-350 96001 -400 96001-450 ocnni _-4Ri 96001 -470 96Q&U48CU 96001^3^6^ 96001 -500 s«ot«si<r 9gOJD1-520 96001-551 96001-600 96001 -650 96001 -700 96001 -800 96qQ1,-90Q 96001-941 96001 -952 96001 -961 96001 -971 96001 -981 96002-000 96002-050 96002-100 96002-150 96002-200 96002-250 31678976 42049452 31678969 39597439 tOt&tt**'* « 01234819 -~ 90756621 90756631 - 01324832 01368247 ^0006384-; 01445815 .04451786-,,* POI451445 * 01323173 "600254t5' 600063800 01394351 01375833 01206247 01234823 01324830 90756618 01394360 01394358 01.394349 01394357 01394359- 01324813 01323161 91000057 01323168 01323172 01234821 ALGA/ EL CAMINO REAL ALGA/ EL CAMINO REAL ALGA /EL CAMINO REAL MANANITA/ALGA 'tTOPAtfiAai^, 1689ALGA.RD 6900 AMBROSIA €900 AMBROSIA- 1616 ALGA RD— 4620 ALGA RD ;t620tBAeCHARI&AVE -1613BACGHARISAVE ,6B4CtAD0tPHIA-BR 1630AOOLPHIAPL 1612 ALGA RD 6820"ADOLPHIA"DR 6801 ADOLPHIADR 1573 ALGA 1573 ALGA RD 1556 ALGA RD 1553 ALGA RD 1519 ALGA RD 1512 ALGA RD 1401 CORMORANT DR 1445 CORMORANT DR 1551 CORMORANT DR 1603 CORMORANT DR k 627 CORMORANT DR 1477 ALGA RD 1473 ALGA RD BLACKRAILCT 1435 ALGA RD 1430 ALGA RD 1381 ALGA RD 1 0 22 5 97 3 0 5 5 98 29 58 8 1292 26 5 17 24 47 13 5 14 87 14 23 1 20 3 24 31 9 24 4 45 9 0 395 5 49 31 42 10 985 20 1 17 13 1 0 6 0 20 18 16 0 13 5 14 57 15 53 0 355 27 438 449 11 280 49 453 21 5649 95 6 48 58 43 63 16 18 22 L_ 38 54 119 59 9 55 245 70 141 0 517 3 1141 1166 8 169 63 302 18 6093 98 3 29 93 99 77 28 33 45 30 77 288 74 1 62 JUNE 308 75 227 0 747 42 1140 1169 13 396 38 131 320 21 10691 210 14 31 167 149 101 41 51 85 23 164 326 81 13 154 JULY |AUG [SEPT 334 140 297 0 624 54 1252 1294 15 615 71 150 430 263 26 9815 227 17 39 221 128 98 63 60 117 30 156 328 102 5 114 385 191 L 382 0 732 94 1436 1489 30 275 149 165 88 529 232 184 46 12934 96 43 82 179 131 101 69 94 115 54 342 539 282 51 108 466 176 364 6 1192 60 1208 1245 46 287 103 157 89 218 737 528 3 12995 210 65 78 384 152 124 83 120 113 15 419 525 189 31 250 OCT I NOV 305 75 212 0 645 27 1013 1046 18 244 170 113 67 219 394 150 30 10051 226 72 137 198 95 85 56 71 142 63 166 265 180 22 115 258 64 148 0 366 4 746 771 39 455 124 52 69 124 272 180 29 5002 214 59 133 163 92 63 49 43 104 70 181 295 123 6 91 DEC 270 68 97 0 242 28 679 700 14 202 39 23 41 31 373 211 2 3728 164 13 7 205 84 43 35 40 60 60 147 255 89 2 386 JAN 286 60 159 0 191 20 550 568 21 202 40 21 15 0 189 44 185 3 3882 234 26 80 214 78 27 19 6 53 41 84 151 67 5 90 f:\users\pgodf\123data\rcusage.wk1\feb95-jan96\27-Feb-96 Y ACCT NO 96002-350 96002-400 96002-450 96002-500 96003-100 96003-151 96003-201 96003-250 96003-500 m&s8&- 96004-000 96004^050%' 96004-JtOOfc, «6904^f50F 96004-200 96004-220 96004-700 96005-100 96005-500 96900-000 96999-001 MTR# 90756630 01323165 01417215 01372069 01394372 01394373 01394375 01394371 01103990 £0756628 Ot323162 i91000044. £3234820*,*,vmm§^~ 45094660 91000056 31936508 01324831 91014837 00000000 01371992 SERVICE ADDRESS 1357 ALGA RD 1353 ALGA RD 131 6 ALGA RD 131 2 ALGA RD 6952 KESTREL STA 33 + 09 7051 KESTREL STA 20 + 84 7050 KESTREL STA 20 + 90 6850 KESTREL STA 45 + 45 1435 ALGA RD 7580-8A1QUJTODR 7579BATIQUITOSDR .7581*BATIQUITOS~DR .UOQ&ALGARQ 'n<yfQ^&SfK^^ CASSIA RD NICOLIA/CASSIA TWIN TANKS ETANK 951 PALOMAR/MEDIAN 1 900 BLK LA COSTA AVE GOLF COURSE FEB 5 82 56 68 154 42 34 140 1816 27 30 27 92 125 52 0 0 MAR I APRIL 5 38 153 65 142 60 39 87 1423 19 24 20 79 111 46 0 0 18 153 151 170 316 108 127 223 6777 94 118 132 93 102 124 0 6054 966 MAY 26 432 172 250 472 159 267 312 7613 376 159 205 165 192 57 0 7518 9704 JUNE 31 747 395 327 748 241 292 470 10799 57 259 332 223 295 5 0 8594 14480 JULY 16 809 913 443 475 415 672 405 11024 253 272 226 244 265 1 0 12451 18942 AUG 43 1845 494 371 462 397 557 435 14556 283 266 258 338 346 90 0 22904 18877 SEPT 39 2503 326 594 674 403 864 564 14910 169 418 519 477 375 6 0 15253 17977 OCT 11 2311 1035 320 506 245 761 465 11295 113 161 193 219 318 115 3 46 18199 2588 NOV 9 900 687 144 261 376 628 217 5793 156 141 122 140 157 24 259 12 0 12135 1492 DEC 4 259 142 128 259 365 679 197 3895 133 93 127 140 135 5 115 410 0 5536 6081 JAN 5 295 93 104 217 56 114 152 4056 122 61 89 176 226 6 0 176 205 0 0 983 MONTHLYUSAGE \\ 4696\\ 8790\\ 33076\\ 72128\\ 122655\\ 183472\\ 243335\\ 282992\\ 283345\\ 252476\\ 195368\\ 131406 1YR TOTAL 1813739 UNITS KXX, - 2.7 ~ " ' f:\users\pgod1\123data\rcusage. wk1 \feb95 -jan96\27 - Feb -96 I J I J fc J I J II II LJI 11 1 Ii j 11 ii mm i J DATE: 02/16/96 •.TIME: 09:05:00 ******* CARLSBAD MUNICIPAL WATER DISTRICT ****** MONTHLY WATER USAGE REPORT ROUTE 11096 AGE 1 HLLUUN 1 NUF1BI f^ETER NUMBER Hf6004220 ^1000056 96001510 i S0025415m 96004200 P\5094660 DM 96004700 —31936508 •96001480 01451786 (P •§6001490 01451445 P" L>6001001 31678976 i '6001052 1*2049452 P6001101 y 1678969 pf6001151 lH 96001200 ""11234818 96001250 •^1234819 Mi 96001300 ^0756621 1*16001350 90756631 IP IH6001400 01324832 £6001450 ™ 1368247 B6001500 •1323173 :K TYP W W W W W W W W W W W W U W W W iCKVlLC HUUKtii RD CD CND CD MR ID N I COL I A/ CASSIA REG NO COND TAD 6820 ADOLPHIA DR REG NO COND TAD CASSIA RD / REG NO COND TAD TWIN TANKS REG LO-1 TAD 6840 ADOLPHIA DR REG LO-2/X TAD 1630 ADOLPHIA PL REG ZERO TAD ALGA/EL CAM I NO- 1 R REG LO-2/X TAD ALGA/EL CAM I NO- 1 R REG LO-1 TAD ALGA/EL CAMINO-IR REG LO-1 TAD MANANITA/ALGA 1701 ALGA RD REG LO-1 TAD 1689 ALGA RD REG LO-2/X TAD 6900 AMBROSIA REG LO-1 TAD 6900 AMBROSIA REG LO-1 TAD 1616 ALGA RD REG NO COND TAD 1620 ALGA RD REG LO-1 TAD 1612 ALGA RD-IRR REG LO-1 TAD PREV RDG 0000000 0000044 0000035 0000665 0000369 0001121 0014319 0006144 0009690 0024874 0002115 0038635 0041231 0001283 0006287 0019494 CURR RDG 0000134 0000066 0000039 0000710 0000374 0001121 0014333 0006156 0009718 0024985 0002116 0038789 0041389 0001290 0006345 0019543 READ DATE 02/14/96 02/13/96 02/14/96 02/14/96 02/13/96 02/13/96 02/14/96 02/14/96 02/14/96 ' ' 02/14/96 02/14/96 02/14/96 02/14/96 02/14/96 02/14/96 02/14/96 j^REV USE \ 000000000 000000044 000000006 J300000176)1 000000015 000000000 000000286 000000060 000000159 000000191 000000020 000000550 000000568 000000021 000000202 000000189 CURR USAGE 0000134 0000022 0000004 0000045 0000005 0000000 0000014 0000012 0000028 0000111 0000001 0000154 0000158 0000007 0000058 0000049 LDATE: 02/16/96 _JIME: 09:05:00 ******* CARLSBAD MUNICIPAL WATER DISTRICT ****** MONTHLY WATER USAGE REPORT ROUTE 11096 PAGE 2 HIUJUN 1 NUFIBCK IplETER NUMBER •06004461/ 150006384 96001520 ^0006380i 9600141ft IU>1445815i 96001551 ,^1394351 ""Wweo 01375833 b6QQ«50 01206247 Hi 234823 F*wm« 1*1324830 P16001900 ^0756618 ,,£6001941 11394360 hk 96001952 11394358 h. 96001961 P« 1394349 %001971 01394357 *l6001981 01394359 Pi ^6002000 01324813 HP |^6002050 ™1323161 B&002100 •1000057 TYP W U W W W W W W W U W W W W W W W ---acKviuc «uuKcaa- RD CD CND CD MR ID 1620 BACCHARIS AVE REG LO-1 TAD 6801 ADOLPHIA DR - REG LO-1 TAD 1611 BACCHARIS AV REG LO-1 TAD 1573 ALGA-IRR REG ZERO TAD 1573 ALGA-IRR REG LO-1 TAD 1556 ALGA RD-IRR REG NO COND TAD 1553 ALGA RD REG NO COND TAD 1519 ALGA RD REG LO-1 TAD 1512 ALGA RD-IRR REG LO-1 TAD 1401 CORMORANT OR - REG LO-1 TAD 1445 CORMORANT DR - REG LO-1 TAD 1551 CORMORANT DR - REG LO-1 TAD 1603 CORMORANT DR - REG NO COND TAD 1627 CORMORANT DR - REG LO-1 TAD 1477 ALGA RD REG LO-1 TAD 1473 ALGA RD-IRR REG LO-1 TAD BLACKRAIL CT-IRR REG LO-1 TAD PREV RDG 0000734 0001701 0000984 0000775 0337074 0012325 0002198 0003223 0010158 0001510 0001042 OOOC665 0000864 0001348 0002006 0014088 0015557 CURR RDG 0000749 0001756 0001005 0000775 0338467 0012424 0002220 0003238 0010191 0001538 0001055 0000675 0000867 0001364 0002015 0014136 0015646 READ DATE 02/13/96 02/13/96 02/13/96 02/13/96 02/13/96 02/13/96 02/13/96 02/13/96 02/13/96 02/14/96 02/14/96 02/14/96 02/14/96 02/14/96 02/13/96 02/13/96 02/14/96 PREV USE 000000040 000000185 000000021 000000003 000003882 000000234 000000026 000000080 000000214 000000078 000000027 000000019 000000006 000000050 000000041 000000084 000000151 CURR USA( 0000015 0000055 0000021 0000000 0001393 0000099 0000022 0000015 0000033 0000028 0000013 0000010 0000003 0000016 0000009 0000048 0000089 DATE: 02/16/96 : 09:05:00 ******* CARLSBAD MUNICIPAL WATER DISTRICT ****** MONTHLY WATER USAGE REPORT ROUTE 11096 PAGE 3 ACCOUNT NUMBER ""<ETER NUMBER TYP RD CD CND CD MR ID PREV RDG CURR RDG READ DATE PREV USE CURR USAGE PP6002150 jy>1323168 W <p6002200 5 )1323172 U 1435 ALGA RD-IR REG NO COND TAD 1430 ALGA RD-IRR REG NO COND TAD 0010268 0010322 02/13/96 000000067 0000054 0001373 0001374 02/13/96 000000005 0000001 96002250 1^)1234821 W m 96002300 pf>1000059 W H6002350 90756630 W 1381 ALGA RD-IRR REG LO-1 TAD 1379 ALGA RD-IRR REG NO COND TAD 1357 ALGA RD-IRR REG NO COND TAD 0008691 0008717 02/13/96 000000090 0000026 0001188 0001196 02/13/96 000000004 0000008 0000828 0000832 02/13/96 000000005 0000004 y>6002400 01323165 1353 ALGA RD-IRR REG LO-1 TAD 0025073 0025338 02/13/96 000000295 0000265 y>6002450 01417215 1316 ALGA RD-IRR REG LO-2/X TAD 0008212 0008268 02/13/96 000000093 0000056 , '6002500 N)1372069 W R6003100 10)1394372 W P06003151 11394373 W 1312 ALGA RD-IRR REG LO-1 TAD 6952 KESTREL STA 33+09 REG LO-1 TAD 7051 KESTREL STA 20+84 REG LO-1 TAD 0015919 0015965 02/13/96 000000104 0000046 0012989 0013113 02/13/96 000000217 0000124 0005922 0005972 02/13/96 000000056 0000050 96003201 ")1394375 7050 KESTREL STA 20+90 REG LO-2/X TAD 0020791 0020832 02/13/96 000000114 0000041 96003250 «")1394371 W 6850 KESTREL STA 45+45 REG LO-1 TAD 0014883 0014961 02/13/96 000000152 0000078 96003500 ^1103990 W 90756628 P |f6004000 01323162 1435 ALGA RD REG LO-1 TAD 7580 BATIQUITOS DR-IRR REG LO-2/X TAD 7579 BATIQUITOS DR-IRR REG LO-1 TAD 7581 BATIQUITOS DR-IR REG LO-1 TAD 1700 B ALGA RD REG LO-1 TAD 0438272 0439819 02/14/96 000004056 0001547 0009579 0009582 02/14/96 000000122 0000003 0010728 0010780 02/14/96 000000061 0000052 0010144 0010173 02/14/96 000000089 0000029 0011318 0011358 02/14/96 000000176 0000040 it DATE: 02/16/96 09:05:00 ******* CARLSBAD MUNICIPAL WATER DISTRICT ****** MONTHLY WATER USAGE REPORT ROUTE 11096 PAGE 4 nuiuum NUPIDCK SCKVIUC HUUKCBS----- f 4ETER NUMBER TYP RD CD CND CD MR ID Pf6004150 1700 C ALGA y>1 000068 W REG NO COND TAD ^jr6yy y 00 1 UUL r ~ RCCLA I MbU U — O 1371 992 W REG ZERO TADto BlOOOOOOO W CAN'T OTHER TAD 96005100 E TANK pf 1324831 W CAN'T NO ACCS TAD "26005500 m PAIfVilftp-MPDIAM IB 91014837 W REG ZERO TAD h. I MM tm p— ta IP- Bu^•M PREV RDG CURR RDG 0012938 0013020 ~~^"^-HH ~~~0089873 "UUUUUUtl 0049931 0000000 0000260 005S5SB TOTALS TOTAL MR RECORDS MR RECORDS READ CANT READS CUSTOMER READS FIELD ESTIMATES REMOTE SCANNED RDS REMOTE MANUAL RDS REMOTE TAMPER REMOTE BATTERY LOW- 2 READS LOW-1 READS HIGH-1 READS HIGH-2 READS ZERO CONSUMPTION READ DATE PREV USE 02/14/96 000000226 02/14/96 -000000800— 02/14/96 000000205 = 0056 = 54 = 2 = 0 = 0 = 0 = 0 = 0 = 0 = 6 = 31 = 0 = 0 = 5 CURR USAGE 0000082 ftrtonnnn —m"^^^fV^^^9W 0000000 *" CONSUMPTION/INACTIVE = 0 to. P» ta mm M P M IP m mm FAILED FULL SCALE ROUTE ACTUAL TIME ROUTE STANDARD TIME 1ST VEHICLE 1ST VEHICLE MILEAGE 2ND VEHICLE 2ND VEHICLE MILEAGE 3RD VEHICLE 3RD VEHICLE MILEAGE START TIME 1 BEGIN ODOM TIME 1 END ODOM TIME 1 START TIME 2 BEGIN DOOM TIME 2 END ODOM TIME 2 START TIME 3 BEGIN ODOM TIME 3 END ODOM TIME 3 TOTAL MILEAGE = 0 = 08:20:11 = 00:00 = W527 = 0000 - 000000 = 0000 = 000000 = 0000 = 08:45:55 = 00:00:00 = 00:00:00 = 00:00:00 = 00:00:00 = 00:00:00 = 00:00:00 = 00:00:00 = 00:00:00 = 0I pflATE: 02/16/96 [TIME: 09:13:42 ""LoANMTRS - 5.70 ******* CARLSBAD MUNICIPAL WATER DISTRICT ****** CURRENT CONSTRUCTION METER ACCOUNTS ROUTE 11096 PAGE 1 ,j. MUUUUN 1 NUPIDCK m 96004220 96001510 m 96004200 96004700 |H 96001480 IP! 96001490 ™ 96001001 r 96001052 b. 96001101 m 96001151 96001200 *• 96001250 IP 96001300 li 96001350 i 96001400 96001450 b. 96001500 *• 96001461 96001520 96001470in 96001551 || 96001600 E 96001 650 96001700 M 96001800 96001900 p k P-3 BARRATT AMERICAN INC P-3 CMWD BARRATT AMERICAN INC BARRATT AMERICAN INC CITY OF CARLSBAD/LIBRY CITY OF SAN JOSE CITY OF SAN JOSE CITY OF CARLSBAD-PARKS AVIARA MASTER ASSOC AVIARA MASTER ASSOC CARLSBAD UN IF SCHOOL CARLSBAD UN IF SCHOOL AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA #7 COMM ASSOC BARRATT AMERICAN INC BARRATT AMERICAN INC AVIARA RESORT ASSOC AVIARA RESORT ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC aCHVJUC HUUKC39 N I COL I A/CASSIA 6820 ADOLPHIA DR ^ CASSIA RD / TWIN TANKS "7 6840 ADOLPHIA DR ^ ' , ,, V 1630 ADOLPHIA PL ALGA/EL CAM I NO- 1 R ALGA/EL CAM I NO- 1 R / ALGA/EL CAMINO-IR j MANANITA/ALGA 1701 ALGA RDA y 1689 ALGA RD \ 6900 AMBROSIA ^,x,t 6900 AMBROSIA -^ 1616 ALGA RD V i 1620 ALGA RD ?X).A 1612 ALGA RD-IRR 1620 BACCHARIS AVEy 6801 ADOLPHIA DR -l^*" 1611 BACCHARIS AV i>7 1573 ALGA-IRR 1573 ALGA-IRR ( O<?J\ ' 1556 ALGA RD-IRR \i\ 1553 ALGA RD I 1519 ALGA RD / 1512 ALGA RD-IRR, J A A A A A A A A A A A A A A A A A A A A A A A A A A PICICK NUPIDCK 91000056 60025415 45094660 31936508 01451786 01451445 31678976 42049452 31678969 39597439 01234818 01234819 90756621 90756631 01324832 01368247 01323173 60006384 60006380 01445815 01394351 01375833 01206247 01234823 01324830 90756618 02/16/96 riME: 09:13:42 HoANMTRS - 5.70 ******* CARLSBAD MUNICIPAL WATER DISTRICT ****** CURRENT CONSTRUCTION METER ACCOUNTS ROUTE 11096 PAGE 2 1 HI.I.UUN i NUFIBCK PI 96001941 96001952 L 96001961 96001971 Hi 96001981 PI 96002000 96002050 P 96002100 96002150 y 96002200 p, 96002250 "• 96002300 F 96002350 in 96002400 L 96002450 96002500F ll 96003100 •* 96003151 i. 96003201 „ 96003250 96003500 C '• 96003600 E 96004000 96004050 H 96004100 96004150 ALDEA HOA ALDEA AT AVIARA HOA ALDEA AT AVIARA HOA ALDEA HOA ALDEA HOA AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA LAND ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA LAND ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA LAND ASSOC AVIARA MASTER ASSN AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVIARA MASTER ASSOC AVOCET INC 3CKV1UC HUUKCaS "• 1401 CORMORANT DR - 1445 CORMORANT DR - '' ?^ 1551 CORMORANT DR - 1603 CORMORANT DR - 1627 CORMORANT DR - / 1477 ALGA RD 1473 ALGA RD-IRR , BLACKRAIL CT-IRR 1435 ALGA RD-IR v 1430 ALGA RD-IRR 1381 ALGA RD-IRR 1379 ALGA RD-IRR 1357 ALGA RD-IRR 1353 ALGA RD-IRR 1316 ALGA RD-IRR 1312 ALGA RD-IRR 6952 KESTREL STA 33+09 7051 KESTREL STA 20+84 7050 KESTREL STA 20+90 \ 6850 KESTREL STA 45+45 J 1435 ALGA RD - fa L^ ' 7580 BATIQUITOS DR-IRR 7579 BATIQUITOS DR-IRR 7 7581 BATIQUITOS DR-IR _/ 1700 B ALGA RD ^OJ^. V"1700 c ALGA :;xA-' aiMiua A A A A A A A A A A A A A A A A A A A A A A A A A A RCICK NUPIBCK 01394360 01394358 01394349 01394357 01394359 01324813 01323161 91000057 01323168 01323172 01234821 91000059 90756630 01323165 01417215 01372069 01394372 01394373 01394375 01394371 01103990 90756628 01323162 91000044 01234820 91000068i P-PATE: 02/16/96 [riME: 09:13:42 HoANMTRS - 5.70 c.ACCOUNT NUMBER 96999001 96900000 96005100 96005500 ******* CARLSBAD MUNICIPAL WATER DISTRICT ****** CURRENT CONSTRUCTION METER ACCOUNTS ROUTE 11096 PAGE 3 -CUSTOMER NAME- LA COSTA HOTEL & SPA LA COSTA HOTEL & SPA MELLANO & CO THE PRICE CLUB SERVICE ADDRESS GOLF-RECLAIMED U 1900 BLK LA COSTA E TANK 951 PALOMAR-MEDIAN IR TOTAL METER RECORDS 0056 STATUS A A A A METER NUMBER 01371992 00000000 01324831 91014837 **** END REPORT **** Pi E P-2 -forthz> ~~ /*&& 4[^:^) ML\ .flZg-^ ]*£&±-J*> P.y I / I I I I I I I H 1 l_'ficj_utcl . 1 c ENCINA WASTEWATER AUTHORITY ENCINA WASTEWATER AUTHORITY A Public Agency 6200 Avenida Encinas Carlsbad, CA 92009-0171 Telephone (619) 438-3941 Plant Fax (619) 438-3861 Administrative Offices Fax (619) 431-7493 LETTER OF TRANSMITTAL To: 5*4 ST0 Project No. Date: Subject: Attn: 1?li i e FEB 1* 'vl _ H Of H I 6 1996 1 _J — \ The following items are transmitted: D Herewith Number of Copies Description Q Under Separate Cover Via: The above items are submitted:At your request For your approval P«r contract dated Q For your review O For your action D f_] For your files O For your information General remarks: AS Copies to:Transmitted by: Forward reply to Encina Water Pollution Control Facility SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT, LEUCADIA COUNTY WATER DISTRICT AND ENCINITAS SANITARY DISTRICT pi y : E — s — s«WED 1 i=. : 2 -: M c i H w R . © 1 uo . 0. pO-yo ."o. 0.PQ. hi o . 0. ta o. 0, P.O, i °<b.0 0 r 0L o 0 P. 0 ta. °0 _ °p. 0 k. 0 0- o ta. 0 0- o 0 249 218 290 365 203 278 271 251 273 319 ,283 ,240 .222 .249 .253 .268 .238 .187 .241 .242 .235 .215 .245 .253 .252 .245 .253 .259 .255 .252 .256 i 1- 3 * if 1 </ f it ( > ? f t '4 •) £ n » I V J f !T tf -7 <g ^Q ( 0.254 m 1 Fe||ruary 83 -D.266TO.201•"b.igi 0.237 HO-236 IP.233 0.238 -0.239 L°-258 0.252 0.253 y°-247 "0.242 0.244 Pp.196 |JO.196 0.229 -0.240 L °-397 K). 387 0.397 fO.395 LrfO.380 0.377 piO.373 W0.252 0.240 ^0.258 40.273 1 P • I I 3 -P- 192 i. ).326 0.500 H.862 ||3.775 0.472 pO.405 IP-489 "6.417 0.627 .564 .674 0.308 P0.453 |p.556 0.561 D.493 0.493 D.493 •p. 487 0.485 HD.498 fa- *10.482 0.476 ^.477 0.378 ^0.493 • m ' X?- , /y v\0>A> < £& \ ' 5j^" ^;V^\\/vf Vu ..r M b F SHADOWRIDGE (B3) FLOWS - APRIL 1995 m Pi to AVG. 0.1972mm ™ Bold/underline - No data available, daily avg used Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 B3 0.3553 0.1465 0.3495 0.1674 0.0400 0.2166 0.0223 0.1017 0.1487 0.2512 0.3648 0.1568 0.2746 0.0242 0.0245 0.0225 0.0222 0.1154 0.0514 0.3004 0.5073 0.4976 0.3477 0.1828 0.0265 0.0247 0.1259 0.6476 0.2000 0.2000 m m SHADOWRIDGE (B3) FLOWS - MAY 1995 m mm P p m Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 B3 0.1780 0.1780 0.1780 0.1780 0.1780 0.0729 0.1699 0.0616 0.1008 0.5087 0.1913 0.0580 0.0180 0.0155 0.0366 0.0947 0.2675 0.1375 0.1014 0.1276 0.1780 0.3859 0.5966 0.6397 0.2582 0.0863 0.0403 0.0823 0.0432 0.1780 0.1780 JPfa AVG. 0.1780 Bold/underline - No data available, daily avg used SHADOWRIDGE (B3) FLOWS - JUNE 1995 Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 B3 0.1800 0.0209 0.5620 0.2386 0.0713 0.0581 0.0331 0.3812 0.3030 0.1004 0.1190 0.1322 0.1177 0.1800 0.3165 0.2005 0.1800 0.1800 0.1800 0.1800 0.0668 0.0658 0.1431 0.1557 0.1800 0.1800 0.1800 0.2165 0.3498 0.1800 J AVG. 0.1817 p Bold - Flow data not available, daily average used m ,.AUG- 4-95 FRI 14:42 ENCINA WASTEWATER AUTH, FAX NO, 6194317493 P,02/02 SHADOWRIDGE (B3) FLOWS - JULY 1995 m m c C Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 B3 0.1200 0.1200 0.1200 0.1008 0.2282 0.1200 0.2753 0.1200 0.1200 0.0290 0.2108 0.0094 0.0091 0.0004 0.1200 0.1200 0.3977 0.0669 0.0630 0.1036 0.0402 0.0435 0.0429 0.0446 0.5137 0.3337 0.0369 0.0340 0.0286 0.0365 0.0144 AVG. 0.1169 Bold - data not available, daily avg. used. i p m SEP-11-95 MON 16:21 ENCINA WASTEWATER AUTH. FAX NO. 6194317493 P. 01 SHADOWRIDGE (B3) FLOWS - AUGUST 1995 M P" Pn Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 B3 0.0413 0.0405 0.1936 0.0445 0.3792 0.2854 0.1469 0.1325 0.0839 0.0797 0.2239 0.0456 0.0403 0.1172 0.0704 0.0677 0.0440 0.0303 0.0420 0.4092 0.1774 0,0754 0.0032 0.0515 0.0000 0.0000 0.1575 0.2076 0.1271 0.1779 0.0551 AVG. 0.1145 m' OCT- 4-95 WED 16:03 ENCINA UASTEWATER AUTH. FAX NO. 6194317493 P,01/01 SHADOWRIDGE (B3) FLOWS - SEPTEMBER 1995 m m Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 B3 0.1155 0.0340 0.0098 0.3588 0.1313 0.0499 0.0405 0.3164 0.1053 0,0512 0.3802 0.4056 0.2290 0.1028 0.0378 0.0000 0.0000 0.2141 0.1059 0.0000 0.0000 0.0488 0.0010 0.0033 0.0001 0.0066 0.1510 0.1539 0.0140 0.0133 AVQ. 0.1027 NOV-2-95 THU 18:01 ENCINA WASTEWATER AUTH, FAX NO. 6194317493 P. 01/01 SHADOWRIDGE (B3) FLOWS - OCTOBER 1995 H Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 vi26'"" 27 28 29 30 31 B3 0.0293 0.1077 0.0123 0.0168 0.0793 0,1681 0.4032 0.1627 0.2550 0.1750 0.3265 0.3047 0.3860 0.3980 0.1453 0.0836 0.3291 0.1847 0.1202 0.2903 0.2101 0.5232 1.0058 1.1790 1.4279 - T.4944 J 0.3887 0.3122 0.5735 0.5012 0.5135 AVG. 0.3906 r M , DEC- 6-95 WED 17:58 ENCINA WASTEWATER AUTH. FAX NO. 6194317493 P, 01/01 SHADOWRIDGE (83) FLOWS - NOVEMBER 1995 Date B3 1 0.427 2 0.449 3 0.561 4 0,561 5 0.327 6 0.353 7 0.180 8 0.156 9 0.472 10 0.331 1 1 0.561 12 0,583 13 0.581 14 0.291 15 0.530 16 0.552 .17 0.585 18 0.571 19 0.584 20 0.296 21 0.356 22 0.540 23 0.548 24 0.549 25 0.548 26 0.545 27 0.550 28 0.217 29 0.178 30 0.213 ta AVG. 0.442 p Note: Daily Avg based on 7am - 7am day L JAN- 5-96 FRI 15:46 ENCINA WASTEWATER AUTH, FAX NO, 6194317493 P,01/01 XJJj SHADOWRIDGE (B3) FLOWS - DECEMBER 1995 Date B3 1 0.227 2 0.377 3 0.592 4 0.471 5 0.466 6 0.472 7 0.460 8 0.459 9 0.473 10 0.480 11 0.595 12 0.606 13 0.599 14 0.602 15 0.595 16 0.347 17 0.497 18 0,595 19 0.322 20 0.252 21 0.251 22 0,192 23 0.363 24 0.414 25 0.400 26 0.519 27 0.240 28 0.519 29 0.272 30 0.316 31 0.274 AVG. 0.427 Note: Daily Avg based on 7am - 7am day I ENCINA_B3 16.50" 2.000 1.600 1.200 M- D 0 0.800 0.400 0.000 AUTOMATIC ADS ENVIRONMENTAL SERVICES, INC. 100 Sanitary Way ROUND PIPE Encina, California Site B3 ^P ull 1 1 1 Wednesday J1yI/I i 02/14/96 02/21 /9S 1*57*7 QFINAL ^.yf** I I I I Thursday A/TM^ y^v^ i i i i i Friday \i^^f^\^ 1 1 1 1 i Saturday V^H^VvVM^VVw^ I 1 1 1 1 Sunday •^JM/™ \M 1 1 Monday i^yv / i ^u^*^*P i Tuesday 02/15/96 02/16/96 02/17/96 02/18/96 02/19/96 02/20/96 II I J II II I J II i 1 II I 1 II (1 I 1 II i 1 II II II 1JI II ADS ENVIRONMENTAL SERVICES, INC. ENCINA_B3 100 Sanitary Way 16.50" AUTOMATIC ROUND PIPE Encina, California 2.000 1.600 1.200 en ^g. o ^ 0.800 - 0.400 0.000 Site B3 yU^HM^ 1 1 1 1 1 Wednesday ^Hv^^ i i i i i Thursday ^ ^nf u li 'V w^ 1 1 1 1 1 Friday /4rtMfl/ y1 J/ 1 1 1 1 1 1 Saturday AAi/M\ / If W/V^WVWVI 1 1 1 1 1 Sunday w \1 /V^LA^LJ If 1 1 I 1 1 Monday i^[Ll ^^^ i i i Tuesday 11/01/95 11/02/95 11/03/95 11/04/95 11/05/95 11/06/95 11/07/95 02/21/96 »«« QFINAL 1 J I J 11 II II II i i [ I I I II II i I i 1 II i mm 11 • ADS ENVIRONMENTAL SERVICES, INC. ENCINA_B3 16.50" AUTOMATIC ROUND PIPE 2.000 1.600 1.200 en _E, do - 0 0.800 0.400 0.000 _ Site B3 1 \ j L ^ Tuesday /yfr*" 1 1 Wednesday V |i 1 1 Thursday 05/09/95 05/10/95 05/11/95 02/21/98 inn QFINAL 100 Sanitary Way Encina, California ^ |Vi rl ,\111 1 1 1 Friday 1 1 L 1 1 1 Saturday 1 1 V 1 1 Sunday 1 1 1 1 Monday 05/12/95 05/13/95 05/14/95 05/15/95 II IJ II II II II (J 11 (I 11 il II 11 • M 19 mm 11 - KAR-19-.96 TUE 10:01 MM ENCINA WA5TEWATER AUTHORITY ENCINA WASTEJJftTER AUTH,FAX NO. 6194317493 P. 01 ENCINA WASTEWATER AUTHORITY A Public Agency 6200 Avenida Encinas Carlsbad, CA 92009-1095 ENCINA Wi|ATOR AUTHORITY FAX TRANSMITrMj FORM fei *) 431-7493 (Admin) Date:Time of Transmission: Number of Pages (including transmittal form): Hard Copy to follow? Yes /M^o) To: Company: & /*? tS Q Individual: B7 II Ph^ be s- FAX number: Message: a.m. p.m. p m From: Individual: Transmitted by: FAX NUMBER OF SENDING PARTY: (619) 431-7493 If there is any problem witli this transmission, contact sending station at (619) 438-3941 SERVING THE CtTT OF VISTA CITY OF CARLSBAD, BUENA SANITATION DISTRICT. VALLECHOS WATER DISTRICT, i FI ir»ni» rr>i INTV W/ATEB DISTRICT AND ENCINITAS SANITARY DISTRICT KAR-19-96 TUE 10:02 ENCINA WASTEWATER AUTH. FAX NO. 6194317493 P. 02 Order No. 95-03 4 April 20, 1995 11. The Encina WPCF is located at 6200 Avenida Encinas, Carlsbad, approximately one-third mile from the ocean, near the mouth of Canon de fas Encinas. This Regional Board's Order No. 91-78 establishes waste discharge requirements for offsite reuse of effluent from the Encina WPCF. Wastewater treatment unit operations and processes at the Encina WPCF are screening, grit removal, primary sedimentation, aeration (activated sludge), and secondary clarification. Encina WPCF also has disinfection (chlorination) capabilities, with only enough capacity to disinfect wastewater currently reused on-site and off-site. Solids treatment unit operations and processes are thickening, anaerobic digestion, and mechanical dewatering using belt filter presses. Digested, dewatered sludge is transported out of the San Diego region to agricultural sites in Riverside County. Other methods of sludge disposal include land application, surface disposal, and incineration. Some sites for these methods of disposal are located outside the state of California. The design capacity (average dry weather flowrate) is 36 MOD liquid and 38 MGD solid. Except for a small volume of treated wastewater used on-site and off-site, all effluent from Encina WPCF is discharged to the Pacific Ocean through the Encina Ocean Outfall. 12. The Meadowlark Water Reclamation Plant (WRP) is located at 2310 South Rancho Santa Fe Road, San Marcos, approximately 5.5 miles easterly of the Encina WPCF, near the Vallecitos Water District/Leucadia County Water District boundary. This Regional Board's Order No. 93-23 establishes waste discharge requirements for - reuse of effluent from the Meadowlark WRP. Wastewater treatment unit operations and processes at Meadowlark WRP are primary treatment using rotating screens, "" biological treatment using rotating biological contactors, and secondary clarification, «. filtration, and chlorination. Effluent that is conveyed to Encina Ocean Outfall may or may not be filtered and/or chlorinated. Solids removed from wastewater at Meadowiark WRP are returned to the sewer system for conveyance to Encina p. WPCF, The design capacity (average dry weather flowrate) for full secondary ^ treatment at Meadowlark WRP is 2.0 MGD. Wastewater not treated at Meadowlark WRP flows to the Encina WPCF. Wastewater treated at Meadowlark WRP but not p, reused can be discharged, via a land outfall, directly to the ocean through the M Encina Ocean Outfall without entering the Encina WPCF (shown on Attachment 1). p 13. The Shadowridge WRP is located at 2525 Lupine Hills Road, Vista, approximately 6 m miles northeasterly of Encina WPCF. This Regional Board's Order No. 93-82 establishes waste discharge requirements for reuse of effluent from the _ Shadowridge WRP. Wastewater treatment unit operations and processes at E Shadowridge WRP are primary treatment using rotating screens, biological treatment using rotating biological contactors, and secondary clarification, filtration, ... and chlorination. Effluent that is conveyed to Encina Ocean Outfall may or may m not be filtered and/or chlorinated. Screenings, grit and other solids removed from wastewater at Shadowridge WRP are returned to the sewer system for conveyance to Encina WPCF, The design capacity (average dry weather flowrate) for full secondary treatment at Shadowridge WRP is 1.16 MGD. Wastewater not treated at Shadowridge WRP flows to the Encina WPCF. Wastewater treated at Shadowridge P" m - MAR-19-96 TUE 10:03 ENCINA WASTEWATER AUTH. FAX NO. 6194317493 P.03 Order No. 95-03 5 April 20, 1995 WRP but not reused can be discharged, via a land outfall, directly to the ocean through the Encina Ocean Outfall without entering the Encina WPCF (shown on Attachment 1). 14. The Gafner WRP is located at 1960 La Costa Avenue, Leucadia, approximately 3,5 miles southeasterly of the Encina WPCF. This Regional Board's Order No. 93-41 establishes waste discharge requirements for reuse of effluent from Gafner WRP. Wastewater treatment unit operations and processes at Gafner WRP are primary clarification, secondary treatment by trickling filter, clarification, filtration, and chlorination. Effluent that is conveyed to Encina Ocean Outfall may or may not be filtered and/or chlorinated. There is a sludge digester on site that is not currently being used. Solids removed from wastewater at Gafner WRP are returned to the sewer system for conveyance to Encina WPCF. The design capacity (average dry weather flowrate) for full secondary treatment at Gafner WRP is 0.75 MGD. Wastewater not treated at Gafner WRP flows to the Encina WPCF. Wastewater treated at Gafner WRP but not reused can be discharged, via a land outfall, directly to the ocean through the Encina Ocean Outfall without entering the Encina WPCF (shown on Attachment 1). 15. The Lake Calavera Hills WRP is located approximately 2.7 miles northeasterly of the Encina WPCF. The Lake Calavera Hills WRP is not currently in operation. The Carlsbad City Council has approved dismantling of this facility as part of its Water "" Reclamation Master Plan. The plant is scheduled to be dismantled in fiscal year ~ 1995-1996. **" 16. The Meadowlark Land Outfall (also called a Failsafe Line), owned by the Vallecitos « Water District, runs from the Meadowlark WRP westerly approximately 4.2 miles and has a capacity of 3 MGD. The land outfall joins the Shadowridge Land Outfall, m continues southwesterly approximately 3.2 miles to the junction with the Encina H Ocean Outfall and has a capacity of 6 MGD. Effluent from the Meadowlark WRP that is not reused enters this land outfall and is discharged to the Pacific Ocean via P the Encina Ocean Outfall (shown on Attachment 1). H 17. The Shadowridge Land Outfall (also called a Failsafe Line), owned by the Buena P Sanitation District, runs from the Shadowridge WRP southwesterly approximately H 4.17 miles to the junction with the Meadowlark Land Outfall and has a capacity of 3 MGD. Effluent from the Shadowridge WRP that is not reused enters this land P outfall and is discharged to the Pacific Ocean via the Encina Ocean Outfall (shown it on Attachment 1). w 18. The Gafner Land Outfall (also called a Failsafe Line), owned by the Leucadia m County Water District, runs from the Gafner WRP northwesterly approximately 5.3 miles and has a capacity of 5.47 MGD. Effluent from the Gafner WRP that is not reused enters this land outfall and is discharged to the Pacific Ocean via the Encina Ocean Outfall (shown on Attachment 1). „ MAR-19-96 TUE 10:04 ENCINA WASTEWATER AUTH. FAX NO. 6194317493 P.04 Order No. 95-03 6 April 20, 1995 19. The Encina Ocean Outfall extends southwesterly from the mouth of Carton de las Encinas, in the City of Carlsbad. The inshore end of the diffuser is located approximately 7,000 feet offshore at a depth of approximately 135 feet. The diffuser, which is collinear with the rest of the outfall, extends approximately 800 feet, to a depth of approximately 165 feet, and terminates at Latitude 33°06'89" N, Longitude 117"21'03n W, The design capacity of the Encina Ocean Outfall is 65.0 MGD. The current flowrate is approximately 22.96 MGD. Attachment 1 shows the location of the Encina Ocean Outfall. 20. Staff of the State Water Resources Control Board determined the minimum initial dilution for the Encina Ocean Outfall to be 139, using the computer model UMERGE and the following characteristics of the ocean outfall diffuser system: Outfall Characteristic Value Outfall flowrate 38.0 MGD Diffuser length 800 feet Average port depth from MLLW* 157 feet Number of ports 138 Port spacing 12 feet Port diameters Section 1 44 at 2.5 inches p Section 2 44 at 2.75 inches L Section 3 48 at 3.0 inches Section 4 2 at 4.0 inches _ Port angle from horizontal m (horizontal = 0°, vertical = 90°) -5" (5° below horizontal) _ * Mean lower low waterl^w 1-1 21. The SWRCB adopted a revised Water Quality Control Plan for Ocean Waters of California ( California Ocean Plan) on March 22, 1990. The Ocean Plan identifies ? the following beneficial uses of state ocean waters to be protected: a. Industrial water supply E b. Navigation ™ c. Water contact recreation d. Non-contact water recreation ? e. Ocean commercial and sport fishing • f Preservation and enhancement of Areas of Special Biological Significance <ASBS>F g. Preservation of rare and endangered species • h. Marine habitat i. Mariculture j. Fish migration *"" k. Fish spawning I. Shellfish harvesting !T m. Aesthetic enjoyment • 1 i i B i * i F i • i i i r i i i ii k? i ii ii 11 ii ii CD coCD Norornb*! 1009 Data 1 2 10 41 12 13 14 10 10 17 1*16 20 21 22 23 24 29 28 27 20 20 30 Ii 24391 24032 24541 248*4 24527 24X00 24870 24308 24008 2.9170 24231 2.2OTO 2.7060 C.038* 24744 2407* lj4B00 2j4000 2.4800 24000 24400 2424 1 2.18ft* 2.0813 2.1612 2.2322 14142 2.4207 2.4403 2.4214 82 14190 «4*43 14441 14619 1.T017 14978 140*0 14413 14070 14618 1.0746 1.8409 1.9893 2.0690 1.7004 1.6493 1.8103 1.8120 14344 14*91 14174 14*67 1.00OS 14*18 14400 1410* 14374 14007 14260 14220 v/V BS 0.4391 0.4400 04301 0.9029 0.4070 0.2076 0-2978 0.1993 04011 0.4234 0.4871 047*8 04813 047*3 04416 04836 04721 0472S 04000 04788 0.2*74 0.8318 0.8487 0.8880 0.943S 0.9914 0,9410 04163 0.1*04 0.1039 Cl 24777 34010 3.1200 24804 24743 24040 148*0 t.9210 ».0332 34023 3.2M6 3.1*02 34178 34709 34200 3.2800 3.22*0 84833 34787 3.4830 34*33 3.3812 3.1074 24900 3.1311 3.1761 3.39*6 3.332* 3.2*6* 3.1*3* C2 44016 4.7073 444*9 4.0139 4.7290 4.4040 4.4002 3.0708 | 4.17*01 4.9981 | 4.7*34 | 44*40 f 4.475*1 4493*1 4.4*42 f 4.2Z7* | 4.0128 £ 4,0811 4,070* 4.7204 44294 44040 4.7001 44700 4.7480 44270 4.741* 4.72*0 44700 4 .1*07 C3 0.1*34 04*40 0.7070 04084 04710 04*20 0.9779 itpltopisip:fl|*ooo|; &¥iP*'¥B?\> :M^ iltttoii 0.8821 0.0093 0.0041 0.8447 10.0108 10.0433 04720 0.0101 10.0208 0.0213 0.0193 0,*409 0.7722 El 1.03*4 1.0101 1.0311 1.0000 1.11*2 1.02*9 O.0991 0.6000 0.07*1 1.0410 1.0748 1.0476 0,0*93 04360 0,0360 0.9716 1.0017 1,09*2 1.0060 1.0010 0.0047 1.0440 1.0243 14230 1,0342 1.00*6 0.0740 0.9819 0.0232 0.0373 EEl 204920 204900 2144*0 214690 21.1610 204200 16.2*00 214740 10.142* 10.7020 10.0710 19.7200 204317 20.7880 20.1109 10.8370 10.7317 204170 20.7900 214944 1*.t*10 234000 20.43*0 10.4390 10.6620 10.0620 tft.4008 214700 20.4630 20.7920 LI 3,8700 4.1234 4.1740 4.4000 4.3034 3.0000 34074 3.3990 3,01*8 4.0270 4.2140 4.2211 4.10*7 4.0550 4.1032 3.0010 3.0922 4.17*6 4.2744 4.1OOO 4.0190 4.1*0* 4.3910 4.0280 4.1309 4.2436 4.2291 4.1038 8.8408 3.8780 LZ O.6403 0.9320 0.4478 0.9313 0.7207 0.6117 0.8777 0.7137 0.7020 0.72*1 0.2050 0.0798 0.1340 0.0170 0.3*61 0.40*0 0.90M 04212 044*0 0.0451 04710 04979 0.2107 0.210* 04094 04600 0.2911 0.2543 0.44*6 O.S7M 1 051 04000 0.1476 0.2700 04004 042** 04311 04484 04017 04370 04233 04301 0442* 04300 04102 04104 04100 04023 04220 04401 042*2 04111 04390 04417 04381 0,3494 OJ3822 0,3470 0.33*7 0.3414 0.3383 !tt 6.1276 94530 64197 94940 04280 54*41 64270 04439 94 11O 94721 94O99 54007 94091 8.49*7 9.9432 9.4098 9.4490 6.7937 8.7140 046O4 94430 94816 04333 •4622 64230 64317 64B84 * 94020 94100 94900 V2 0.163* 0.2091 04021 0,1802 0.1947 0,1*39 0.1*8* 0.1907 0.1*89 0.1 *M 0.1020 0.19*9 0.1*09 0.215* 0.2140 0.1001 0.1690 0.2042 0.1926 0.1082 0.1*06 0.2007 0.2103 0.1*74 0.1*2* 0-1730 0.247* 0.2327 0.2409 0.2361 VA1 24190 3,0090 3.1200 24700 3.0000 3.0000 24220 24190 2.01*0 3.0000 346*0 34940 34720 14100 34420 34320 3JS492 3.8370 3.9690 3.9366 3.4300 34210 34010 3.14*0 3.2640 34940 3433* 34*20 34220 3.20M VAX 14220 14640 14910 14470 14200 14410 14000 14388 14350 14360 1.6440 1.7020 1.7570 1.7700 1.7*20 1.1540 04220 04700 04710 0.4729 14200 1.7*40 04190 04740 0,4710 0.4790 0.4730 O.4090 1.3320 1.2*30 CD CD 0 •z.3> S c/a Fn•g- PE? mPO 3> E^pc -T] i< P CO co CO rx- 0.60 1.01AVO. 2.49 140 044 6.16 444 BoU-Bl PlowddaWMkxri twnNov 17-21 ,ieoS,1hM*tenilht __ 8h«d» - C3 eteta not r»tab)« Irom N0v 6-17, tfttnfcra. Uw rf«llyM'VWMUiwl. 1h» uRmawilc wnwrawwra Undwfcw - During euttal *ngt Mon Now 22nd both •fltaiMit ohtnmh w«« apwi. ttwNfot* ttw flow It BMdon rwuUngi tahun by th» PtaHT* PLC 4.09 0.40 041 9.90 0.20 3.24 1.30 COCO CDcn r i viti i i i i ii i i ii II ii ii ii ii ii ii if 11 October 1005 Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 AVQ. B1 24354 24607 2.4989 2.6133 24457 25175 2.4438 2.4000 2.6345 £4975 2.4703 2.5785 2.5951 2.4654 2.3829 2.5925 £6797 £9165 £8222 £6025 £4302 24488 24269 2.4594 2.4443 24178 2.4535 2.2799 2.2274 £6816 2.3609 £51 B2 1.6282 1.6520 1.6126 1.6751 1.6240 1.5921 1.6518 1.6635 1.6843 1.5012 1.5580 1.6694 1.6394 1.6421 1.6416 1.6328 1.7065 14697 14714 1.7477 1.7360 1.7054 1.6771 1.6093 1.5622 1.7035 1.5693 1.6139 1.6664 1.6394 1.5369 1.67 \\KViA B3 0.0293 0.1077 0.0123 0.0168 0.0793 0.1681 0.4032 a 1627 0.2550 0.1750 0.3265 0.3047 0.3860 0.3960 0.1453 04636 O4291 0.1847 0.1202 02903 02101 04232 1.0058 1.1790 1.4279 1.4944 04887 0.3122 0.5735 0.5012 0.5135 0.39 C1 2.7874 2.9514 2,9634 3.0124 £9822 £9097 £9126 £8232 3.0092 £9898 £9171 £8959 £9326 £6933 2.7601 £9724 24120 24992 2.6490 2.6612 24506 2.6234 3.01 OO 2.9543 2476O 24370 2.8296 3.0163 3.1069 3.1091 2.7717 2.92 C2 4.6922 4.6650 4.3101 4.7655 4.0012 4.3935 4.5838 4.5479 4.6048 3.0342 4.2749 4.3510 4.5463 4.7818 5.0424 5.0965 4.5753 4.6232 4.5090 4.4363 4.6265 5.3636 4.8058 4.4857 4.61O5 3.9396 4.7216 4.8358 4.6453 4.7039 3.9443 4.57 C3 9.5105 9.3022 92032 92349 92626 9.3566 9.5224 9.5537 9.5676 9.2915 9.3092 9.4113 9.3778 9.6755 9.6795 9.5470 9.4416 9.4286 9.4154 9.4293 9.7131 9.7655 9.5163 9.2634 9.2296 92454 9.2012 9.5144 9.4726 9.3375 6.9118 9.41 E1 1.O327 0.9628 0.9332 0.9658 .0338 .1189 .2382 .2392 .1119 .0209 0.9864 1.0311 t.0963 1.0909 1.0364 0.9921 0.9346 1.0133 0.9097 04812 0.9734 0.9302 0.6516 0.8147 0.6243 O.B55O O.9004 0.9262 0.8787 1.0212 0.9563 049 EE1 20.7420 20,9300 20.8650 20.1550 20.1450 19.0500 20.2360 20.2700 20.7900 19.8710 20.3200 19.7600 19.6020 20.5310 204120 212070 20.6540 20.8660 20.6800 194620 20.6640 21.6590 22.0170 20.6340 164680 1Wt6ZCr*'' TliLIBMft" 21.3600 19.6920 -*M56Gf7.< 17.7730 20.13 I ' U 4.3164 4.0154 4.0706 4.1361 4.O162 4.2787 4.3250 4.3318 4.2120 4.0139 3.9931 3.9701 4.0272 4.3462 4.7638 4.8156 4.5176 4.2605 3.8484 3.8467 4.0680 4.6606 4.1563 3.9247 34006V 3.6064 /< 3.9974 44356 44778 "4.1996 34179 4.17 L2 0.0767 0.0471 0.0112 0.0026 0.0296 0.0130 0.0326 0.0264 0.0047 0.0041 0.0140 0.0112 0.0106 0.0339 0.0293 0.0000 0.0099 0.1613 0.1547 0.0331 0.0863 0.1111 0.0091 0.3962 0.6533 0.4139 0.0347 0.0945 0.5203 OuOffTS 0.4505 0.11 OS1 0.2006 a 1627 0.1787 0.1760 0.1774 0.1972 0.1993 02046 02069 0,1919 0.1936 0.2067 0.2018 0.1989 0.1957 0,1922 0.1915 0.1917 0.1854 0.1781 0.1977 0.2091 02037 O.O528 0.0000 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.15 V1 5.7753 5.6919 5.6577 5.6288 5.6554 5.6001 5.6960 5.7078 54120 5.6796 5.6213 5.6586 5.5932 5.7418 5.7208 5.7141 5.6534 5.6496 5.4012 5.3564 5.4418 5.4898 5.4326 5.1980 5.1449 5.1671 5.1204 52352 52757 52686 44753 5.51 V2 0.1377 0.1602 0.1583 0.1647 0.1618 0.1609 0.1269 0.1222 0.1611 0.1652 0.1626 0.1607 0.1660 0.1381 0.1591 0.2061 0,2172 0.1997 0.1973 02018 0.1786 0.1649 0.1915 0.1959 0.1878 0.1963 0.1677 0.1584 a 1528 0.1919 0.2011 0.17 VA1 2.6060 24100 24340 2.6310 £8400 2.7480 £6680 2.7920 24670 2.6027 2.7510 2.7440 £7660 £6650 £7320 £8160 2.7640 2.7430 2.7360 2.6430 2.9060 24160 24350 24160 2,6090 £7380 £7640 3,1030 3.2200 3.0730 2.7230 2.83 VA2 1.6400 1.6550 1.6330 14020 1.6380 1.8070 1.8400 1.6280 1,9240 1.9320 1.7740 14960 14990 £1200 £1600 1.9110 1.6870 1.9210 1.6600 2.0620 1.9240 1.9120 1.9604 1.1920 1.6420 14000 12100 1,9170 1.9200 1.4630 1.9160 1.63 csioi CO CO CO ^' 3 m CD l — icn m o z: :£H t/3—3m —9mPO c 5c~ TI §< o OD CO CO COCO CDCD ri i mm • i ii i 11 11 11 ii ii i i 11 11 c«mb*r 1905 Date D1 1 24782 2 2.2487 3 2.1583 4 2,3559 5 2,3277 6 220(0 7 22669 6 2.2520 0 2.0479 10 2.0660 11 2.2575 12 2.2378 13 2.2730 14 2,2743 15 2.1464 16 2.0878 17 2.1(06 16 2.3709 10 Z4275 20 23706 21 256(7 22 2.3731 23 2.2307 24 2.0800 25 1,0688 28 2.2676 27 24740 26 2.4711 29 2,30(9 30 2,3440 31 2.2953 WG. 228 BZ 1.5653 1.6432 1.6159 1.6350 1.59(7 1.5620 1.5737 14730 15272 (5875 15764 15640 15673 14697 15424 14276 1.6900 1.7681 14480 14264 1.7767 14152 1.7734 1.7057 15875 (.7543 (.7576 (4(26 1.7393 1.7972 1.7349 (47 ild - UHraMntc Ptin Miubb*d on ^ V B3 0.2240 0.2675 0.0041 04039 0.4600 O4713 04665 0.4006 04710 04777 05624 040(4 04100 05043 059(7 04880 04678 05500 04111 02676 0.1746 02630 02971 04117 04033 0.4765 05060 0.4912 0,3370 02661 0.2666 043 ci (a 3.1946 4.2697 3.1627 4.9793 3.1209 44996 84480 44631 34050 44629 3.2627 4.1538 3.2866 44431 32450 4.6813 3.1774 4.9933 3.1926 4.6008 32410 4.6651 32403 4.0967 34271 4,4683 3.3560 4.1392 3.3134 4.4641 34520 4.6540 32536 4.5624 34907 44000 34035 44000 35862 44000 34871 44000 3.4061 4.6000 34996 4.5000 3.2888 4.50OO 4.0706 4.5000 3.2687 4,5000 34137 45000 34234 45000 3.161 1 42572 8.1654 44443 3.2066 44166 3.27 450 C3 9*511 94440 94249 9.7258 94353 95963 955(5 9.7879 94689 (04521 9.7244 9.5334 9.6714 9.6363 9.4626 9.7116 9.2623 6.9621 04163 64243 94554 94737 94517 94465 92343 95600 95600 9.5600 9.5600 9.5600 9.5600 956 E1 EE1 0,9962 20.4110 (.1293 20.2660 1.0561 (94470 0.9766 20.2955 0.9404 202590 0.9202 202580 04204 204920 04005 20.50(0 (4087 20.1650 04892 20.4560 04356 20.7460 04085 20.5800 04(77 21.1260 04902 204113 04256 204020 14077 215600 (.0321 20.7380 0,9907 215120 0.9854 214020 0.9860 21.1900 0.9769 2(4150 0.9924 21,4560 0.9641 204640 04249 20.6220 0.7938 19.6720 042(9 21.6210 04508 215090 04381 21.6110 04761 21 4030 04891 224190 04610 22.7320 046 2045 LI 3.6592 4.2461 4.2017 4.1434 4.1258 4.1342 4.1558 3,9535 4,2257 4.2766 3.9630 34818 3.9775 3.9092 3.9562 4.1981 4.1962 44936 34948 34060 34845 4.0694 4.2666 4.1921 34911 42192 44650 44560 45094 4.7645 44170 4.17 L2 04756 0.7726 0.6007 04349 04490 0.1419 04097 0.7012 0.7122 0.72(3 0.6838 0.6670 0.6375 0.6860 0.6917 0.7185 0.7401 0.6605 04851 0.7133 0.7(14 0.7238 0.7(24 0.7175 0*019 0.7069 0.4106 0.0026 04000 0.0000 04000 0.50 OS1 04465 04446 04573 04261 0.323 ( 04299 O4416 O44O8 04244 04406 04253 04107 04322 0.3363 0.3295 0.3502 04420 04300 0.3224 04140 04166 04180 04246 04195 04047 04177 04142 04245 04332 04346 045(4 0.33 V1 V2 5.5032 0.2399 5*804 0.2040 5.7108 0.2107 55751 0.2528 55452 02529 54669 0.2640 5.4948 0.2830 5.5463 0.2788 5.6022 0.2274 55953 0.2453 55454 02360 54691 02247 55381 02(62 5.5069 0,2202 5.48(0 0.2221 5.7507 0.2369 5.6602 0.1998 5.6366 0.224 ( 55540 0.1945 55312 02161 55131 02547 55830 025(0 5.4867 0.1762 6.2335 0.1740 5.1617 0.1969 54260 02577 54339 02451 5*159 02043 55361 0.2095 55735 0,1719 55380 0.1678 5.56 0.22 VAt —3.2110 3.3290 3.2990 34580 34560 34130 3.3640 32650 34490 34890 34(60 34210 35090 34140 3.3660 34240 34220 34430 3.4(60 3.4470 34350 3.5220 35670 34580 32220 34280 3.3700 35910 3.2540 34070 34020 348 CO COCO —3m CD CDCO VA2 047(0 04750 04760 S 04750 2 04760 sg 1.1300 (4660 3? (2280 ™ 0,9500 m 0.9410 ^ 1.1995 f^ 14070 ?° 13880 3> 14147 Sj (.3650 ?= (.3940 1.3880 14750 14870 5 14760 >= 148(0 sz (.3500 f3 14500 o-, 15590 — 'CO14500 /it: 14480 ^ 1,3170 2! 1.2200 co 14120 14160 1.2960 1.17 (2/26/95, howwur <fata ww iwl aDcuM* bvtWMn 12/ie/BS«nd 12/26/95; (htrafaiwttMdaUy «vtrag«VNB uwd Mtodln* — ktotor C3 MM raol«c«d wMi now ADS nwtef on 12/26/95.M *rMUttth*<data WM kMt for torn*davithcdalIv avtraa* «IMUMd. MAR-19796 TUE 10:06 ENCINA WASTEWATER AUTH. FAX NO, 6194317493 P. 08 SHADOWRIDQE (B3) FLOWS - SEPTEMBER 1 995 m P y|y m m m m Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 B3 0.1155 0.0340 0.0098 0.3588 0.1313 0.0499 0.0405 0.3164 0.1053 0.0512 0.3802 0.4056 0.2290 0.1028 0.0378 0.0000 0.0000 0.2141 0.1059 0.0000 0.0000 0.0488 0.0010 0.0033 0.0001 0.0066 0.1510 0.1539 0.0140 0.0133 AVQ. 0.1027 Pi r i r i f i r i r i t i n i i w i r i ri § i f i f i Carlsbad Municipal Water District, Reclaimed Water System (trial 1) (0:00 hrs) LAS FLORES ROAD EL. 80 CARLSBAD VILLAGE DRIVE CHESTNUT ROAD TAMARACK ROAD ^ SHADOWRIDGE P.S. INFLOWHEL 426 U( <v*'.-'-| ^ EL CAMINO REAL P.S.EL. 289 ^^ POINSETTIA PARK POINTSETTIA INFLOW ^ 6) MEADOWLARK TEL. 324 f I II i f i ii ii r i r i r i r i r i • i r i r i • i r i r i i i i i Carlsbad Municipal Water District, Reclaimed Water System (trial 1) (0:00 hrs) LAS FLORES ROAD EL 80 CARLSBAD VILLAGE DRIVE 3>-f CHESTNUT ROAD & TAMARACK ROAD Grade, ft o o o. 116.67 233.33 350. ENCINA POV\PLANTEL 48 POINSETTIA PARK c-INFLOW- EL CAMINO REAL P.S. .289 II II II K I II II II II II II II II II II II II II II II Carlsbad Municipal Water District, Reclaimed Water System (trial 1) Node Results at 3:177 hrs - fr/ll defM/ld P'2 -foA^ pflMcMfi a\\ fVU MM'Hf fa Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Node Tank Tank Demand Elevation gpm ft 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 60 61 62 63 64 65 5 11 0 0 0 0 0 0 0 0 0 0 17 0 0 386 0 0 0 652 0 0 0 0 0 120 120 39 142 0 96 120 0 384 0 0 0 120 0 -2196 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .40 290 298 320 360 384 288 267 131 127 125 172 286 214 68 260 80 80 74 90 164 52 53 53 37 70 50 80 92 92 80 384 127 384 151 74 70 286 384 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .50 .00 .00 .00 .00 Grade ft 392 392 392 392 392 392 391 390 390 390 390 392 385 366 385 352 352 344 325 342 281 281 280 273 274 259 251 251 249 247 392 383 392 330 344 259 286 393 .60 .60 .60 .60 .60 .17 .43 .72 .72 .72 .72 .03 .87 .24 .87 .43 .43 .62 .69 .54 .12 .10 .23 .59 .86 .03 .43 .20 .00 .39 .93 .65 .93 .15 .62 .01 .00 .01 Pressure psi 44 40 31 14 3 45 53 112 114 115 94 45 74 129 54 118 118 117 102 77 99 98 98 102 88 90 74 68 68 72 3 111 3 77 117 81 0 3 .46 .99 .46 .13 .73 .14 .91 .54 .27 .14 .77 .94 .47 .23 .54 .04 .04 .26 .13 .36 .28 .84 .46 .52 .77 ( .57 .28 .98 .03 . 53 .87 .21 .87 .41 .26 . 90 ' .00 .90 II II II II II II II II II I 1 I Carlsbad Municipal Water District, Reclaimed Water System (trial 1) Link Results at 3:177 hrs if II II II II II II 11 Link Pipe 6 Pipe 7 Pipe 8 Pipe 9 Pipe 10 Pipe 11 Pipe 12 Pipe 13 Pipe 14 Pipe 15 Pipe 16 Pipe 17 Pipe 18 Pipe 19 Pipe 20 Pipe 21 Pipe 22 Pipe 23 Pipe 24 Pipe 25 Pipe 26 Pipe 27 Pipe 28 Pipe 29 Pipe 30 Pipe 31 Pipe 32 Pipe 33 Pipe 34 Pipe 35 Pipe 36 Pipe 37 Pipe 38 Pipe 55 Pipe 61 Pipe 62 Pipe 63 Pump 5 Diameter in 12.00 12.00 12.00 12.00 18.00 18.00 12.00 14.00 6.00 16.00 18.00 18.00 12.00 8.00 8.00 6.00 12.00 12.00 12.00 8.00 8.00 12.00 12.00 8.00 12.00 12.00 8.00 12.00 10.00 8.00 8.00 8.00 8.00 18.00 10.00 18.00 8.00 0.00 Flow \ gpm 0.00 0.00 0.00 0.00 -1409.00 787.40 401.40 401.40 384.00 17.40 0.00 17.40 386.00 386.00 386.00 0.00 1409.00 0.00 1409.00 0.00 274.59 -482.41 -482.41 757.00 757.00 757.00 120.00 637.00 517.00 358.00 216.00 216.00 120.00 -2196.40 478.00 787.40 482.41 0.00 Velocity ft/sec 0.00 0.00 0.00 0.00 1.78 0.99 1.14 0.84 4.36 0.03 0.00 0.02 1.10 2.46 2.46 0.00 4.00 0.00 4.00 0.00 1.75 1.37 1.37 4.83 2.15 2.15 0.77 1.81 2.11 2.29 1.38 1.38 0.77 2.77 1.95 0.99 3.08 0.00 HeadLoss ft/kft 0.00 0.00 0.00 0.00 0.84 0.26 0.55 0.26 14.73 0.00 0.00 0.00 0.51 3.66 3.66 0.00 5.58 0.00 5.58 0.00 1.95 0.77 0.77 12.73 1.77 1.77 0.42 1.28 2.12 3.19 1.25 1.25 0.42 1.91 1.83 0.26 5.53 0.00 I I I 1 t I I I I 1 I I I I I I f 1 t I • I if If II t I t 1 II I I t 1 Carlsbad Municipal Water District, Reclaimed Water System (trial 1) Node Results at 3:192 hrs — Node Node 6 Node 7 Node 8 Node 9 Node 10 Node 12 Node 13 Node 14 Node 15 Node 16 Node 17 Node 18 Node 19 Node 20 Node 21 Node 22 Node 23 Node 24 Node 25 Node 26 Node 27 Node 28 Node 29 Node 30 Node 31 Node 32 Node 33 Node 34 Node 35 Node 36 Node 60 Node 61 Node 62 Node 63 Node 64 Node 65 Tank 5 Tank 11 Demand ] gpm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.40 0.00 0.00 386.00 0.00 0.00 0.00 652.00 0.00 0.00 0.00 0.00 0.00 120.00 120.00 39.00 142.00 0.00 96.00 120.00 0.00 384.00 0.00 0.00 0.00 120.00 0.00 -2196.40 Elevation ft 290.00 298.00 320.00 360.00 384.00 288.00 267.00 131.00 127.00 125.00 172.00 286.00 214.00 68.00 260.00 80.00 80.00 74.00 90.00 164.00 52.00 53.00 53.00 37.00 70.00 50.00 80.00 92.00 92.00 80.00 384.00 127.00 384.00 151.50 74.00 70.00 286.00 384.00 Grade ft 392.10 392.10 392.10 392.10 392.10 391.67 390.93 390.23 390.22 390.22 390.22 391.53 385.37 365.74 385.37 351.93 351.93 344.12 325.19 342.04 280.62 280.60 279.73 273.09 274.36 258.53 250.93 250.70 248.50 201.62 392.44 383.16 392.43 329.65 344.12 258.51 286.00 392.51 Pressure psi 44.24 40.77 31.24 13.91 3.51 44.92 53.70 112.32 114.06 114.92 94.56 45.73 74.26 129.01 54.32 117.83 117.83 117.04 101.91 77.15 99.06 98.62 98.24 ,-102.30 r 88.55 & 90.36 74.07 0 68.77 67.81 u* 52.70 ij5 3.66 110.99 3.65 77.19 117.04 ^ 81.68 \( 0.00 3.69 L\ "5H , VI \\&%t *f i i ii ii • i i i ii 11 ii mm mm ifCarlsbad Municipal Water District, Reclaimed Water System (trial 1) Link Results at 3:192 hrs 1 I I II f I II II II Link Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pump Diameter in 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 55 61 62 63 5 12. 12. 12. 12. 18. 18. 12. 14. 6. 16. 18. 18. 12. 8. 8. 6. 12. 12. 12. 8. 8. 12. 12. 8. 12. 12. 8. 12. 10. 8. 8. 8. 4. 18. 10. 18. 8. 0. 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00) 00^ 00^oo^-oo--oo--oo~- 00 00^ 00 00 00 Flow Velocity gpm ft/sec 0 0 0 0 -1409 787 401 401 384 17 0 17 386 386 386 0 1409 0 1409 0 274 -482 -482 757 757 757 120 637 517 358 216 216 120 -2196 478 787 482 0 .00 .00 .00 .00 .00 .40 .40 .40 .00 .40 .00 .40 .00 .00 .00 .00 .00 .00 .00 .00 .59 .41 .41 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .40 .00 .40 .41 .00 0 0 0 0 1 01 0 4 0 0 0 1 2 2 0 4 0 4 0 1 1 1 4 2 2 0 1 2 2 1 1 3 2 1 0 3 0 .00 • .00 .00 .00 .78 .99 .14 .84 .36 .03 .00 .02 .10 .46 .46 .00 .00 .00 .00 .00 .75 .37 .37 .83 .15 .15 .77 .81 .11 .29 .38 .38 .06 .77 .95 .99 .08 .00 HeadLoss ft/kft 0 0 0 0 0 0 0 0 14 0 0 0 0 3 3 0 5 0 5 0 1 0 0 12 1 1 01 2 3 1 1 12 1 1 0 5 0 .00 .00 .00 .00 .84 .26 .55 .26 .73 .00 .00 .00 .51 .66 .66 .00 .58 .00 .58 .00 .95 .77 .77 .73 .77 .77 .42 .28 .12 .19 .25 .25 .34 .91 .83 .26 .53 .00 r i ii ii n ii r i r i i i r i t i • i t iCarlsbad Municipal Water District, Reclaimed Water System (trial 1)i i i r i r i r i t i i i Node Results at 23:1372 hrs -£\ Node Node 6 Node 7 Node 8 Node 9 Node 10 Node 12 Node 13 Node 14 Node 15 Node 16 Node 17 Node 18 Node 19 Node 20 Node 21 Node 22 Node 23 Node 24 Node 25 Node 26 Node 27 Node 28 Node 29 Node 30ifSaV 31 Node 32 Node 33 Node 34 Node 35 Node 36 Node 60 Node 61 Node 62 Node 63 Node 64 Node 65 Tank 5 Tank 11 Demand ] gpm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.40 0.00 0.00 386.00 0.00 0.00 0.00 652.00 0.00 0.00 0.00 0.00 0.00 120.00 120.00 39.00 142.00 0.00 96.00 120.00 0.00 384.00 0.00 0.00 0.00 120.00 -2196.40 0.00 Ellevation ft 290.00 298.00 320.00 360.00 384.00 288.00 267.00 131.00 127.00 125.00 172.00 286.00 214.00 68.00 260.00 80.00 80.00 74.00 90.00 164.00 52.00 53.00 53.00 37.00 70.00 50.00 80.00 92.00 92.00 80.00 384.00 127.00 384.00 151.50 74.00 70.00 286.00 384.00 Grade ft 385.60 353.35 334.14 306.00 297.77 296.89 296.15 295.45 295.45 295.45 295.44 296.75 290.59 270.96 290.59 257.60 257.60 249.79 230.86 247.71 186.29 186.27 185.40 178.76 180.03 164.20 156.60 156.37 154.17 107.29 297.66 288.38 297.65 235.32 249.79 164.18 286.00 384.30 Pressure psi 41.42 23.98 6.13 -23.40 -37.36 3.85 12.63 71.25 72.99 73.85 53.49 4.66 33.19 87.94 13.26 76.95 76.95 76.17 61.04 36.27 58.19 57.75 57.37 61 .43 \ 47 . 68 C 49.48 33.19 27.89 26.94 11.82 -37.41 69.92 -37.42 36.32 76.17 40.81 0.00 0.13 Carlsbad Municipal Water District, Reclaimed Water System Link Results at 23:1372 hrs Link Pipe 6 Pipe 7 Pipe 8 Pipe 9 Pipe 10 Pipe 11 Pipe 12 Pipe 13 Pipe 14 Pipe 15 Pipe 16 Pipe 17 Pipe 18 Pipe 19 Pipe 20 Pipe 21 Pipe 22 Pipe 23 Pipe 24 Pipe 25 Pipe 26 Pipe 27 Pipe 28 Pipe 29 Pipe 30 Pipe 31 Pipe 32 Pipe 33 Pipe 34 Pipe 35 Pipe 36 Pipe 37 Pipe 38 Pipe 55 Pipe 61 Pipe 62 Pipe 63 Pump 5 Diameter in 12.00 12.00 12.00 12.00 18.00 18.00 12.00 14.00 6.00 16.00 18.00 18.00 12.00 8.00 8.00 6.00 12.00 12.00 12.00 8.00 8.00 12.00 12.00 8.00 12.00 12.00 8.00 12.00 10.00 8.00 8.00 8.00 8.00 18.00 10.00 18.00 8.00 0.00 Flow Velocity gpm ft/sec 2196.40 2196.40 2196.40 2196.40 787.40 787.40 401.40 401.40 384.00 17.40 0.00 17.40 386.00 386.00 386.00 0.00 1409.00 0.00 1409.00 0.00 274.59 -482.41 -482.41 757.00 757.00 757.00 120.00 637.00 517.00 358.00 216.00 216.00 120.00 0.00 478.00 787.40 482.41 2196.40 6.23 6.23 6.23 6.23 0.99 0.99 1.14 0.84 4.36 0.03 0.00 0.02 1.10 2.46 2.46 0.00 4.00 0.00 4.00 0.00 1.75 1.37 1.37 4.83 2.15 2.15 0.77 1.81 2.11 2.29 1.38 1.38 0.77 0.00 1.95 0.99 3.08 0.00 HeadLoss ft/kft 13.72 13.72 13.72 13.72 0.29 0.26 0.55 0.26 14.73 0.00 0.00 0.00 0.51 3.66 3.66 0.00 5.58 0.00 5.58 0.00 1.95 0.77 0.77 12.73 1.77 1.77 0.42 1.28 2.12 3.19 1.25 1.25 0.42 0.00 1.84 0.26 5.53 -99.60 I i I i t i L i r i r i ii ii ri r i i m B. i mm mm • i Carlsbad Municipal Water District, Reclaimed Water System (trial 1) Node Results at 3:192 hrs — I I II t I II II II II II Node Node 6 Node 7 Node 8 Node 9 Node 10 Node 12 Node 13 Node 14 Node 15 Node 16 Node 17 Node 18 Node 19 Node 20 Node 21 Node 22 Node 23 Node 24 Node 25 Node 26 Node 27 Node 28 Node 29 Node 30 Node 31 Node 32 Node 33 Node 34 Node 35 Node 36 Node 60 Node 61 Node 62 Node 63 Node 64 Node 65 Tank 5 Tank 11 Demand ] gpm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.40 0.00 0.00 386.00 0.00 0.00 0.00 652.00 0.00 0.00 0.00 0.00 0.00 120.00 120.00 39.00 142.00 0.00 96.00 120.00 0.00 384.00 0.00 0.00 0.00 120.0.0 0.00 -2196.40 Elevation ft 290.00 298.00 320.00 360.00 384.00 288.00 267.00 131.00 127.00 125.00 172.00 286.00 214.00 68.00 260.00 80.00 80.00 74.00 90.00 164.00 52.00 53.00 53.00 37.00 70.00 50.00 80.00 92.00 92.00 80.00 384.00 127.00 384.00 151.50 74.00 70.00 286.00 384.00 Grade ft 392.10 392.10 392.10 392.10 392.10 391.67 390.93 390.23 390.22 390.22 390.22 391.53 385.37 365.74 385.37 351.93 351.93 344.12 325.19 342.04 280.62 280.60 279.73 273.09 274.36 258.53 250.93 250.70 248.50 201.62 392.44 383.16 392.43 329.65 344.12 258.51 286.00 392.51 Pressure psi 44.24 40.77 31.24 13.91 3.51 44.92 53.70 112.32 114.06 114.92 94.56 45.73 74.26 129.01 54.32 117.83 117.83 117.04 101.91 77.15 99.06 98.62 98.24 102.30 88.55 90.36 74.07 I 68.77 67.81 ( 52.70* 3.66 110.99 3.65 77.19 117.04. 81.68 ' 0.00 3.69 L\ J • 3' ri ri in »i 11 ii i i ii ii iiCarlsbad Municipal Water District, Reclaimed Water System (trial 1) i i i i r i ii ii 11 t i ii ii Link Results at 23:1372 hrs Link Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pump Diameter in 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 55 61 62 63 5 12 12 12 12 18 18 12 14 6 16 18 18 12 8 8 6 12 12 12 8 8 12 12 8 12 12 8 12 10 8 8 8 4 18 10 18 8 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Flow Velocity gpm ft/sec 2196 2196 2196 2196 787 787 401 401 384 17 0 17 386 386 386 0 1409 0 1409 0 274 -482 -482 757 757 757 120 637 517 358 216 216 120 0 478 787 482 2196 .40 .40 .40 .40 .40 .40 .40 .40 .00 .40 .00 .40 .00 .00 .00 .00 .00 .00 .00 .00 .59 .41 .41 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .40 .41 .40 6 6 6 6 0 0 1 0 4 0 0 0 1 2 2 0 4 0 4 0 1 1 1 4 2 2 0 1 2 2 1 1 3 0 1 0 3 0 .23 .23 .23 .23 .99 .99 .14 .84 .36 .03 .00 .02 .10 .46 .46 .00 .00 .00 .00 .00 .75 .37 .37 .83 .15 .15 .77 .81 .11 .29 .38 .38 .06 .00 .95 .99 .08 .00 HeadLoss ft/kft 13 13 13 13 0 0 0 0 14 0 0 0 0 3 3 0 5 0 5 0 1 0 0 12 1 1 0 1 2 3 1 1 12 0 1 0 5 -99 .72 .72 .72 .72 .29 .26 .55 .26 .73 .00 .00 .00 .51 .66 .66 .00 .58 .00 .58 .00 .95 .77 .77 .73 .77 .77 .42 .28 .12 .19 .25 .25 .34 .00 .84 .26 .53 .60 ••Page 2 Input Data (Continued) 5 11 [PIPES] • ID 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 55 61 62 63 '[PUMPS] >'; ID 286 384 Head Node 6 7 8 9 10 6U^ 12 13 14 14 15 15 12 18 19 19 10 22 22 24 24 25 26 25 27 28 29 29 31 65 33 34 35 60 32 60 26 Head Node Tail Node 7 8 9 10 60 12 13 14 61 15 16 17 18 19 20 21 22 23 24 64 25 63 24 27 28 29 30 31 32 33 34 35 36 11 65 62 63 Tail Node 15 Length 2350 1400 2050 600 400 2880 1360 2720 480 920 5 2120 280 1680 5360 1080 7200 500 1400 500 9700 5800 2700 3500 9.9 492 15744 4182 7462 2378 185 1763 3800 40 9.9 20 2240 Design Ft .3 Diameter 12 12 12 12 18 18 12 14 6 16 18 18 12 8 8 6 12 12 12 8 8 12 12 8 12 12 8 12 10 8 8 8 4 18 10 18 8 H-Q gpm 32 106 Roughness (Minor Loss (Check Coefficient Coefficient) Valve) 115 115 115 115 115 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 120 120 120 150 1550 nnPage 3 Input Data (Continued) [VALVES] / ; Head Tail ; ID Node Node Diameter Type Setting / [STATUS] I ; First (Last ; Link Link) Setting 5 CLOSED [CONTROLS] / ; LINK ID Setting Condition PUMP 5 IS ON WHEN TANK 11 < . 5 FT PUMP 5 IS OFF WHEN TANK 11 > 20 FT LINK 5 OPEN IF NODE 11 BELOW .5 LINK 5 CLOSED IF NODE 11 ABOVE 20 [PATTERNS] / ; ID Multipliers 1 111111000000 ; DEMAND 1 000000000111 ; DEMAND CONT. [QUALITY] ^; First (Last ; Node Node) Initial Quality to M m m to nrfage 4 Input Data (Continued) Hi [SOURCES] ; Node Concentration (Pattern) ""[REACTIONS] ; Type (First ID) (Last ID) Coefficient [REPORT] ; Reporting Options PAGE 55 p, STATUS NO [TIMES] ; Execution Control Information DURATION 24 HOUR ; , 24 HOUR SIMULATION PERIOD HYDRAULIC TIMESTEP 15 "iSeRWI^ PATTERN TIMESTEP 4?<3 HOBR' ; 1 HOUR PATTERN TIME PERIOD REPORT TIMESTEP 15 mN REPORT START 0 H6tJR ^ :',-. [OPTIONS] Network Properties & Simulation Options UNITS GPM HEADLOSS H-W QUALITY NONE " SPECIFIC GRAVITY 1.0 VISCOSITY 1.1E-5 " DIFFUSIVITY 1.3E-8 TRIALS 40 " ACCURACY 0.001 SEGMENTS 100 " MAP FILE3.MAP '[END] Input Data [TITLE] ^; Job Description Carlsbad Municipal Water District, Reclaimed Water System (trial [JUNCTIONS] TWlcurneJ \ociter I&nnctr,cU onta ((\)o ID 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 60 61 62 63 64 65 [TANKS] / / ID Elevation 290 298 320 360 384 288 267 131 127 125 172 286 214 68 260 80 80 74 90 164 52 53 53 37 70 50 80 92 92 80 384-. 127 384 151.5 74 70 Elevation Demand 0 0 0 0 0 0 0 0 0 0 17.4 0 0 386 0 0 0 652 0 0 0 0 0 120 120 39 142 0 96 120 0 384 0 0 0 120 Initial Level (Pattern) 1 1 1 1 1 1 1 1 1 1 1 Minimum Maximum (Minimum Level Level Diameter Volume) tm P" .Page 2 Input Data (Continued) pi y 1m P« fa ta « fa ^ hi '"" , P- M *" **" •— fai p*> (M -ton ^^ 5 11 [PIPES] 1 ; ID 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 55 61 62 63 [PUMPS] '; ID 286 384 Head Node 6 7 8 9 10 60 12 13 14 14 15 15 12 18 19 19 10 22 22 24 24 25 26 25 27 28 29 29 31 65 33 34 35 60 32 60 26 Head Node Tail Node 7 8 9 10 60 12 13 14 61 15 16 17 18 19 20 21 22 23 24 64 25 63 24 27 28 29 30 31 32 33 34 35 36 11 65 62 63 Tail Node 5 Length 2350 1400 2050 600 400. 2880 1360 2720 480 920 5 2120 280 1680 5360 1080 7200 500 1400 500 9700 5800 2700 3500 9.9 492 15744 4182 7462 2378 185 1763 3800 40 9.9 20 2240 Design Ft .5 Diameter 12 12 12 12 18 18 12 14 6 16 18 18 12 8 8 6 12 12 12 8 8 12 12 8 8 8 6 8 6 6 6 6 4 18/- & \" 8 H-Q gpm yf2>\ 106 Roughness (Minor Loss (Check Coefficient Coefficient) Valve) 115 115 115 115 115 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 120 120 120 150 1550 P i —Page 3 Input Data (Continued) [VALVES] Head Tail ; ID Node Node Diameter Type Setting / [STATUS] / ; First (Last ; Link Link) Setting 5 CLOSED 55 OPEN [CONTROLS] / LINK ID Setting Condition PUMP 5 IS ON WHEN TANK 11 < . 5 FT lank // ^IttS^StW*') nAf.f\ \VSt\ > 3> I PUMP 5 IS OFF WHEN TANK 11 > 32 FT ^ f "™* ^m ^h"> ^ " < LINK 5 OPEN IF NODE 11 BELOW .5 LINK 5 CLOSED IF NODE 11 ABOVE 31 LINK 55 OPEN IF NODE 11 ABOVE 31 LINK 55 CLOSED IF NODE 11 BELOW .5 [PATTERNS] / ; ID Multipliers 1 111000000011 ; DEMAND 1 111000000011 ;DEMAND CONT. [QUALITY] / ; First (Last ; Node Node) Initial Quality / [SOURCES] / ; Node Concentration (Pattern) m m ,Page 4 Input Data (Continued) tat REACTIONS] ,„.; Type (First ID) (Last ID) Coefficient IH [REPORT] / " In ; Reporting Options PAGE 55 STATUS NO tta m[ TIMES] ; ; / |g; Execution Control Information DURATION 24 HOUR ; 24 HOUR SIMULATION PERIOD ; HYDRAULIC TIMESTEP Z10 -H©tfR^//l ^ PATTERN TIMESTEP 1 HOUR ; 1 HOUR PATTERN TIME PERIOD REPORT TIMESTEP 0* IO MIN REPORT START 0 HOUR ^ |M [OPTIONS] f"; Network Properties & Simulation Options UNITS GPM HEADLOSS H-W """ QUALITY NONE . SPECIFIC GRAVITY 1.0 VISCOSITY 1.1E-5 DIFFUSIVITY 1.3E-8 •" TRIALS 40 , ACCURACY 0.001 "" SEGMENTS 100 MAP FILE3.MAP w [END] ,Fage*"l Input Data [TITLE] i'; Job Description Carlsbad Municipal Water District, Reclaimed Water System (trial 1) [JUNCTIONS] ID 1 2 3 4 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 40 41 42 43 44 45 46 47 48 Elevation 324 314 304 296 290 298 320 360 384 288 267 131 127 125 172 286 214 68 260 80 80 74 90 164 52 53 53 37 70 50 80 92 92 80 426 330 378 301 261 241 205 275 2ll Demand 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17.4 0 0 386 0 0 0 652 0 0 0 0 0 120 120 39 142 0 96 120 -278 0 0 0 0 0 0 0 0 (Pattern) 3 3 3 3 3 3 3 3 3 2 f\0 O) — 'j 3\OO' 3-ZOO'- o O IPy iPage*2 Input Data (Continued) 49 50 51 52 53 60 61 62 63 64 65 [TANKS] ; ID 5 11 54 [PIPES] ; ID 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 196 194 81 67 37 384 127 384 151.5 74 70 Elevation 285 384 48 Head Node 1 2 3 4 6 7 8 9 10 60 12 13 14 14 15 15 12 18 19 19 10 22 22 24 24 25 26 .5 Tail Node 2 3 4 5 7 8 9 10 60 12 13 14 61 15 16 17 18 19 20 21 22 23 24 64 25 63 24 0 0 0 0 0 0 384 0 0 0 120 Initial Level 16 28 Length 1650 1650 1650 1650 2350 1400 2050 600 400 2880 1360 2720 480 920 5 2120 280 1680 5360 1080 7200 500 1400 500 9700 5800 2700 3 3 Minimum Level 3 .5 Diameter 24 24 24 24 12 12 12 12 18 18 12 14 6 16 18 18 12 8 8 6 12 12 12 8 8 12 12 Maximum (Minimum Level Diameter Volume) 18.5 32 Roughness Coefficient 120 120 120 120 115 115 115 115 115 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 14.5 106 (Minor Loss (Check Coefficient) Valve) fM hi tiPage" 3 Input Data (Continued) 29 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 61 62 63 25 27 28 29 29 31 65 33 34 35 40 41 42 43 44 45 46 47 48 50 5 49 51 52 53 60 32 60 26 27 28 29 30 31 32 33 34 35 36 41 42 43, 44 45 46 47 48 49 49 50 51 52 53 54 11 65 62 63 3500 9.9 492 15744 4182 7462 2378 185 1763 3800 2500 4520 2000 2900 2500 3200 2800 3100 2300 200 2000 100800 2500 2700 2500 40 9.9 20 2240 8 8 8 6 8 6 6 6 6 4 12 14 14 12 12 12 12 12 12 16 12 16 24 24 24 18 6 8 8 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 120 120 120 [PUMPS] ID Head Node Tail Node Design Ft H-Q gpm i 5 5 [VALVES] 150 1550 Head Tail ID Node Node Diameter Type Setting '[STATUS] First Link (Last Link)Setting I* m p,Page'"4 m Input Data (Continued) [CONTROLS] LINK ID Setting Condition PUMP 5 IS ON WHEN TANK 5 > 18.5 FT PIPE 50 IS CLOSED WHEN TANK 5 < 15 FT PUMP 5 IS OFF WHEN TANK 5 < 3 FT LINK 5 OPEN IF NODE 5 ABOVE 10 LINK 5 CLOSED IF NODE 5 BELOW 3 LINK 5 CLOSED IF NODE 5 BELOW 5 LINK 5 CLOSED IF NODE 5 ABOVE 5 IlLINK 50 CLOSED IF NODE 5 BELOW 15 LINK 50 OPEN IF NODE 5 ABOVE 15.1 III [ PATTERNS ] / ; ID Multipliers 11 2 2 3 3 0 0 .1 .1 0 0 2 2 .5 .5 0 0 2 2 1 1 0 0 2 2 2 2 0 0 1 1 1 1 0 0 .5 .5 .5 .5 0 0 11.1.1 0 0 2 2 .5 .5 0 0 2 2 1 1 0 0 2 2 2 2 0 0 .5 .5 1 1 0 0 1 ;MEADOWLARK 1 ;MEADOWLARK CONT . .5 ; SHADOWRIDGE .5 ; SHADOWRIDGE CONT 0 ; DEMAND 0 ; DEMAND CONT. [QUALITY] First Node (Last Node)Initial Quality g[SOURCES] ; Node Concentration (Pattern) [REACTIONS] • . / ; Type (First ID)(Last ID) Coefficient [REPORT] rage Input Data (Continued) Reporting Options PAGE STATUS 55 NO L C r [TIMES] Execution Control Information DURATION HYDRAULIC TIMESTEP PATTERN TIMESTEP REPORT TIMESTEP REPORT START 24 1 1 15 0 HOUR ; HOUR HOUR ; MIN HOUR 24 HOUR SIMULATION PERIOD 1 HOUR PATTERN TIME PERIOD [OPTIONS] Network Properties & Simulation Options UNITS HEADLOSS QUALITY SPECIFIC GRAVITY VISCOSITY DIFFUSIVITY TRIALS ACCURACY SEGMENTS MAP GPM H-W NONE 1.0 1.1E-5 1.3E-8 40 0.001 100 FILE1.MAP [END] Ipfiarlsbad Municipal Water District, Reclaimed Water System (trial 1) UlLink Results at 4:251 hrs i Link •i Pipe 1 —Pipe 2 j Pipe 3 taPipe 4 Pipe 6 —Pipe 7 i Pipe 8 liPipe 9 Pipe 10 p^Pipe 11 Pipe 12 MPipe 13 Pipe 14 Pipe 15 [Pipe 16 llPipe 17 Pipe 18 Pipe 19 Pipe 20 i^Pipe 21 Pipe 22 Pipe 23 j Pipe 24 |^ Pipe 25 Pipe 26 Pipe 27 r*Pipe 28 taPipe 29 Pipe 30 Pipe 31 ""Pipe 32 ^Pipe 33 Pipe 34 Pipe 35 ""Pipe 36 .Pipe 37 ""Pipe 38 Pipe 40 ""Pipe 41 Pipe 42 ""Pipe 43 Pipe 44 *""Pipe 45 Pipe 46 •"Pipe 47 Pipe 48 "•Pipe 49 Pipe 50 Diameter in 24.00 24.00 24.00 24.00 12.00 12.00 12.00 12.00 18.00 18.00 12.00 14.00 6.00 16.00 18.00 18.00 12.00 8.00 8.00 6.00 12.00 12.00 12.00 8.00 8.00 12.00 12.00 8.00 8.00 8.00 6.00 8.00 6.00 6.00 6.00 6.00 4.00 12.00 14.00 14.00 12.00 12.00 12.00 12.00 12.00 12.00 16.00 12.00 Flow \ gpm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 278.00 278.00 278.00 278.00 278.00 278.00 278.00 278.00 278.00 0.00 0.00 Telocity P ft/sec 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.79 0.58 0.58 0.79 0.79 0.79 0.79 0.79 0.79 0.00 0.00 leadLoss ft/kft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.13 0.13 0.28 0.28 0.28 0.28 0.28 0.28 0.00 0.00 \c. p.Page'2' UlLink Results at 4:251 hrs p, Diameter Flow Velocity HeadLoss ; Link in gpm ft/sec ft/kft m Pipe 51 16.00 278.00 0.44 0.07 —Pipe 52 24.00 278.00 0.20 0.01 ^Pipe 53 24.00 278.00 0.20 0.01 liPipe 54 24.00 278.00 0.20 0.01 Pipe 55 18.00 0.00 0.00 0.00 —Pipe 61 6.00 0.00 0.00 0.00 fpipe 62 8.00 0.00 0.00 0.00 •Pipe 63 8.00 0.00 0.00 0.00 Pump 5 0.00 0.00 0.00 0.00 ^^l P to P 1 ,- 2- ~ 3 - n ym *tii .. Ip *. 8 °\ " ID . IM SOD -2 DO 150 %\ (pi 2. 3 13 •ia.li 2.-1 -1 \0 \0-\\ \\ u-\^ 14- 355Q ZOO I'U 7. 2- ^500' ^•-C^£ V 'H2-%° ;=V'00^ lion r f \ V \ tnt! •$J\\ \ \ \ \: &u*u° \ K 3 COo *<-t'^H to wo 150 mm Carlsbad Municipal Water District, Reclaimed Water System (trial 1) (•I Node Results at 4:251 hrs Node Node 1 Node 2 Node 3 |M Node 4 Node 6 Node 7 ^ Node 8 |g Node 9 Node 10 Node 12 Node 13 |H Node 14 Node 15 Node 16 - Node 17 ^Node 18 Node 19 Node 20 ^Node 21 — Node 22 Node 23 Node 24 ^Node 25 ^Node 26 Node 27 Node 28 *"Node 29 yNode 30 Node 31 Node 32 ••Node 33 L Node 34 ""Node 35 Node 36 '"Node 40 ; Node 41 •""Node 42 Node 43 "—Node 44 Node 45 """Node 46 Node 47 <— Node 48 Node 49 "••Node 50 Node 51 p-Node 52 Node 53 Demand I gpm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -278.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 elevationft 324.00 314.00 304.00 296.00 290.00 298.00 320.00 360.00 384.00 288.00 267.00 131.00 127.00 125.00 172.00 286.00 214.00 68.00 260.00 80.00 80.00 74.00 90.00 164.00 52.00 53.00 53.00 37.00 70.00 50.00 80.00 92.00 92.00 80.00 426.00 330.00 378.00 301.00 261.00 241.00 205.00 275.00 211.00 196.00 194.00 81.00 67.00 37.00 Grade ft 300.50 300.50 300.50 300.50 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 " 412.00 61.15 60.46 59.87 59.61 58.80 58.11 57.23 56.45 55.59 54.95 54.95 48.07 48.05 48.02 Pressure psi -10.18 -5.85 -1.52 1.95 52.86 49.40 39.86 22.53 12.13 53.73 62.83 121.76 123.49 124.36 103.99 54.60 85.79 149.06 65.86 143.86 143.86 146.46 139.52 107.46 155.99 155.55 155.55 162.49 148.19 156.85 143.86 138.66 138.66 143.86 -158.09 -116.79 -137.85 -104.60 -87.61 -79.25 -64.03 -94.70 -67.34 -61.12 -60.25 -14.27 -8.21 4.78 iMNode Results at 4:251 hrs P"Nodetttu -DM Node p.Node Node tagNode Node pJSTode Tank iHTank Tank Demand Elevation gpm ft 60 61 62 63 64 65 5 11 54 0 0 0 0 0 0 0 0 278 .00 .00 .00 .00 .00 .00 .00 .00 .00 384. 127. 384. 151. 74. 70. 285. 384. 48. 00 00 00 50 00 00 50 00 00 Grade ft 412 412 412 412 412 412 300 412 48 .00 .00 .00 .00 .00 .00 .50 .00 .00 Pressure psi 12 123 12 112 146 148 6 12 0 .13 .49 .13 .87 .46 .19 .50 .13 .00 to f* h m M Input Data i [TITLE] ,. ; Job Description|. Carlsbad Municipal Water District, Reclaimed Water System (trial 1) i [JUNCTIONS] ID 1 2 3 4 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 40 41 42 43 44 45 46 47 48 Elevation 324 314 304 296 290 298. 320 360 384 288 267 131 127 125 172 286 214 68 260 80 80 74 90 164 52 53 53 37 70 50 80 92 92 80 426 330 378 301 261 241 205 275 211 Demand -1041.5 0 0 0 0 0 0 0 0 0 0 0 0 0 17.4 0 0 386 0 0 0 652 0 0 0 0 0 120 120 39 142 0 96 120 0 0 0 0 0 0 0 0 0 (Pattern) 1 3 3 3 3 3 3 3 3 3 •Page- 2 Input Data (Continued) 49 50 51 52 53 60 61 62 63 64 65 [TANKS] 196 194 81 67 37 384 127 384 151. 74 70 5 0 0 0 0 0 0 384 0 0 0 120 Initial ID / 5 11 54 [PIPES] / / ID / 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Elevation 285 384 48 Head Node 1 2 3 4 6 7 8 9 10 60 12 13 14 14 15 15 12 18 19 19 10 22 22 24 24 25 26 .5 Tail Node 2 3 4 5 7 8 9 10 60 12 13 14 61 15 16 17 18 19 20 21 22 23 24 64 25 63 24 Level 16 28 Length 1650 1650 1650 1650 2350 1400 2050 600 400 2880 1360 2720 480 920 5 2120 280 1680 5360 1080 7200 500 1400 500 9700 5800 2700 3 3 Minimum Level 3 .5 Diameter 24 24 24 24 12 12 12 12 18 18 12 14 6 16 18 18 12 8 8 6 12 12 12 8 8 12 12 Maximum (Minimum Level Diameter Volume) 18.5 14.5 32 106 Roughness (Minor Loss (Check Coefficient Coefficient) Valve) 120 120 120 120 115 115 115 115 115 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 (Page 3 Input Data (Continued) 29 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 61 62 63 25 27 28 29 29 31 65 33 34 35 40 41 42 43 44 45 46 47 48 50 5 49 51 52 53 60 32 60 26 27 28 29 30 31 32 33 34 35 36 41 42 43 44 45 46 47 48 49 49 50 51 52 53 54 11 65 62 63 3500 9.9 492 15744 4182 7462 2378 185 1763 3800 2500 4520 2000 2900 2500 3200 2800 3100 2300 200 2000 100,800 2500 2700 2500 40 9.9 20 2240 6 6 6 6 4 12 14 14 12 12 12 12 12 12 16 12 16 24 24 24 18 6 8 8 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 120 120 120 [PUMPS] ID Head Node Tail Node Design Ft H-Q gpm 5 5I [VALVES] 150 1550 Head Tail ID Node Node Diameter Type Setting '[STATUS] First Link (Last Link)Setting •Page 4 Input Data (Continued) [CONTROLS]i. ; LINK ID Setting Condition PUMP 5 IS ON WHEN TANK 5 > 18.5 FT PIPE 50 IS CLOSED WHEN TANK 5 < 15 FT PUMP 5 IS OFF WHEN TANK 5 < 3 FT 5 OPEN IF NODE 5 ABOVE 10 ;LINK 5 CLOSED IF NODE 5 BELOW 3 P.LINK 5 CLOSED IF NODE 5 BELOW 5 LINK 5 CLOSED IF NODE 5 ABOVE 5 faLINK 50 CLOSED IF NODE 5 BELOW 15 LINK 50 OPEN IF NODE 5 ABOVE 15.1 , [PATTERNS] ^; ID Multipliers 11 2 2 3 3 0 0 .1 .1 0 0 2 2 .5 .5 0 0 2 2 1 1 0 0 2 2 2 2 0 0 1 1 1 1 0 0 .5 .5 .5 .5 0 0 1 1 .1 .1 0 0 2 2 .5 .5 0 0 2 2 1 1 0 0 2 2 2 2 0 0 .5 .5 1 1 0 0 1 ;MEADOWLARK 1 ;MEADOWLARK CONT. .5 ;SHADOWRIDGE .5 ;SHADOWRIDGE CONT 0 ; DEMAND 0 ; DEMAND CONT. [QUALITY] First Node (Last Node)Initial Quality ^SOURCES] ^; Node Concentration (Pattern) ^ • [REACTIONS] ; Type (First ID) (Last ID) Coefficient [REPORT] *»»Page 5 Input Data (Continued) Reporting Options PAGE STATUS 55 NO [TIMES] Execution Control Information DURATION HYDRAULIC TIMESTEP PATTERN TIMESTEP REPORT TIMESTEP REPORT START 24 1 1 15 0 HOUR ; HOUR HOUR ; MIN HOUR 24 HOUR SIMULATION PERIOD 1 HOUR PATTERN TIME PERIOD [OPTIONS] Network Properties & Simulation Options UNITS HEADLOSS QUALITY SPECIFIC GRAVITY VISCOSITY DIFFUSIVITY TRIALS ACCURACY SEGMENTS MAP [END] GPM H-W NONE 1.0 1.1E-5 1.3E-8 40 0.001 100 FILEl.MAP m m Carlsbad Municipal Water District, Reclaimed Water System (trial 1) Results at 7:428 hrs Node Ml Node 1 ...Node 2 Node 3 — Node 4 Node 6 Node 7 "Node 8 I^Node 9 Node 10 Node 12 ^Node 13 ^Node 14 Node 15 Node 16 ""Node 17 ^Node 18 Node 19 Node 20 '"Node 21 fcNode 22 Node 23 Node 24 ""Node 25 ^Node 26 Node 27 Node 28 ""Node 29 Node 30 Node 31 Node 32 """Node 33 Node 34 •""Node 35 Node 36 —Node 40 Node 41 •""Node 42 Node 43 —Node 44 Node 45 *™Node 46 Node 47 —Node 48 Node 49 "•Node 50 Node 51 IP-Node 52 Node 53 Demand ] gpm -2083.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Slevationft 324.00 314.00 304.00 296.00 290 . 00 298.00 320.00 360.00 384.00 288.00 267.00 131.00 127.00 125.00 172.00 286.00 214.00 68.00 260.00 80.00 80.00 74.00 90.00 164.00 52.00 53.00 53.00 37.00 70.00 50.00 80.00 92.00 92.00 80.00 426.00 330.00 378.00 301.00 261.00 241.00 205.00 275.00 211.00 196.00 194.00 81.00 67.00 37.00 Grade ft 305.86 305.21 304.56 303.91 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 283.99 283.99 283.99 283.99 283.99 283.99 283.99 283.99 283.99 283.99 284.46 50.48 49.67 48.80 Pressure psi -7.86 -3.81- 0.24 3.43 52.86 49.40 39.86 22.53 12.13 53.73 62.83 121.76 123.49 124.36 103.99 54.60 85.79 149.06 65.86 143.86 143.86 146.46 139.52 107.46 155.99 155.55 155.55 162.49 148.19 156.85 143.86 138.66 138.66 143.86 -61.53 -19.93 -40.73 -7.37 9.96 18.63 34.23 3.90 31.63 38.13 39.19 -13.23 -7.51 5.11- M **L iMNode Results at 7:428 hrs "*Node Node ^Node Node |H Node Node ^Node Tank ||Tank Tank Demand Elevation gpm ft 60 61 62 63 64 65 5 11 54 0 0 0 0 0 0 214 0 1868 .00 .00 .00 .00 .00 .00 .60 .00 .40 384 127 384 151 74 70 285 384 48 .00 .00 .00 .50 .00 .00 .50 .00 .00 Grade ft 412 412 412 412 412 412 303 412 48 .00 .00 .00 .00 .00 .00 .26 .00 .00 Pressure psi 12 123 12 112 146 148 7 12 0 .13 .49 .13 .87 .46 .19 .70 .13 .00 p it ^.Carlsbad Municipal Water District, Reclaimed Water System (trial 1) ••Link Results at 7:428 hrs Link ta. Pipe 1 ...Pipe 2 Pipe 3 ikPipe 4 Pipe 6 g^Pipe 7 Pipe 8 luPipe 9 Pipe 10 ^Pipe 11 Pipe 12 Hi Pipe 13 Pipe 14 Pipe 15 'Pipe 16 lyPipe 17 Pipe 18 Pipe 19 Pipe 20 ^Pipe 21 Pipe 22 Pipe 23 •Pipe 24 lyPipe 25 Pipe 26 Pipe 27 Ppipe 28 ^Pipe 29 Pipe 30 Pipe 31 ^"Pipe 32 ^Pipe 33 Pipe 34 Pipe 35 ""Pipe 36 Pipe 37 Pipe 38 Pipe 40 •"Pipe 41 .Pipe 42 Pipe 43 Pipe 44 ""Pipe 45 Pipe 46 ""Pipe 47 Pipe 48 •"Pipe 49 Pipe 50 Diameter in 24.00 24.00 24.00 24.00 12.00 12.00 12.00 12.00 18.00 18.00 12.00 14.00 6.00 16.00 18.00 18.00 12.00 8.00 8.00 6.00 12.00 12.00 12.00 8.00 8.00 12.00 12.00 8.00 8.00 8.00 6.00 8.00 6.00 6.00 6.00 6.00 4.00 12.00 14.00 14.00 12.00 12.00 12.00 12.00 12.00 12.00 16.00 12.00 Flow Velocity HeadLoss gpm ft/sec ft/kft 2083.00 2083.00 2083.00 2083.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1868.37- 1868.37 1.48 1.48 1.48 1.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.98 5.30 0.39 0.39 0.39 0.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.32 9.40 /\Jo 2 liLink Results at 7:428 hrs - •» in mmPP^ iH Link Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pump Diameter in 51 52 53 54 55 61 62 63 5 16 24 24 24 18 6 8 8 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 Flow Velocity HeadLoss gpm ft/sec ft/kft 1868 1868 1868 1868 0 0 0 0 0 .37 .37 .37 .37 .00 .00 .00 .00 .00 2 1 1 1 0 0 0 0 0 .98 .33 .33 .33 .00 .00 .00 .00 .00 2 0 0 0 0 0 0 0 0 .32 .32 .32 .32 .00 .00 .00 .00 .00 Carlsbad Municipal Water District, Reclaimed Water System (trial 1) I Link Results at 4:251 hrs Link Pipe 1 — Pipe 2 • Pipe 3 |i Pipe 4 Pipe 6 Pipe 7 ~ Pipe 8 |g Pipe 9 Pipe 10 Pipe 11 *" Pipe 12 |g Pipe 13 Pipe 14 Pipe 15 "Pipe 16 y Pipe 17 Pipe 18 Pipe 19 '"Pipe 20 ^Pipe 21 Pipe 22 Pipe 23 ^Pipe 24 L Pipe 25 Pipe 26 Pipe 27 •""Pipe 28 .Pipe 29 Pipe 30 Pipe 31 *"Pipe 32 .Pipe 33 "Pipe 34 Pipe 35 ""Pipe 36 Pipe 37 ""Pipe 38 Pipe 40 •"Pipe 41 Pipe 42 •""Pipe 43 Pipe 44 ""Pipe 45 Pipe 46 ••Pipe 47 Pipe 48 —Pipe 49 Pipe 50 Diameter in 24.00 24.00 24.00 24.00 12.00 12.00 12.00 12.00 18.00 18.00 12.00 14.00 6.00 16.00 18.00 18.00 12.00 8.00 8.00 6.00 12.00 12.00 12.00 8.00 8.00 12.00 12.00 8.00 8.00 8.00 6.00 8.00 6.00 6.00 6.00 6.00 4.00 12.00 14.00 14.00 12.00 12.00 12.00 12.00 12.00 12.00 16.00 12.00 Flow Velocity HeadLoss gpm ft/sec ft/kft 1041.50 1041.50 1041.50 1041.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.74 0.74 0.74 0.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.11 0.11 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Me? .TPag'e'2 iLink Results at 4:251 hrs Link Pipe 51 Pipe 52 Pipe 53 Pipe 54 Pipe 55 Pipe 61 Pipe 62 Pipe 63 Pump 5 Diameter in 16.00 24.00 24.00 24.00 18.00 6.00 8.00 8.00 0.00 Flow \ gpm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Telocity I ft/sec 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 leadLoss ft/kft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Carlsbad Municipal Water District, Reclaimed Water System (trial 1) Results at 4:251 hrs Node Node 1 Node 2 !""Node 3 ysrode 4 Node 6 Node 7 ""Node 8 yNode 9 Node 10 Node 12 '"Node 13 j^ Node 14 Node 15 Node 16 ""Node 17 1^ Node 18 Node 19 Node 20 ""Node 21 ^Node 22 Node 23 Node 24 """Node 25 .Node 26 rfode 27 Node 28 """Node 29 Node 30 ""Node 31 Node 32 "•Node 33 , Node 34 ""Node 35 Node 36 •-Node 40 Node 41 •"Node 42 Node 43 •••Node 44 Node 45 "fNode 46 Node 47 —Node 48 Node 49 ••Node 50 Node 51 p- Node 52 Node 53 Demand I gpm -1041.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Elevationft 324.00 314.00 304.00 296.00 290.00 298.00 320.00 360.00 384.00 288.00 267.00 131.00 127.00 125.00 172.00 286.00 214.00 68.00 260.00 80.00 80.00 74.00 90.00 164.00 52.00 53.00 53.00 37.00 70.00 50.00 80.00 92.00 92.00 80.00 426.00 330.00 378.00 301.00 261.00 241.00 205.00 275.00 211.00 196.00 194.00 81.00 67.00 37.00 Grade ft 301.28 - 301.10 300.92 300.74, 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 412.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 48.00 Pressure psi -9.84 -5.59 -1.33 2.05 52.86" 49.40 39.86 22.53 12.13 53.73 62.83 121.76 123.49 124.36 103.99 54.60 85.79 149.06 65.86 143.86 143.86 146.46 139.52 107.46 155.99 155.55 155.55 162.49 148.19 156.85 143.86 138.66 138.66 143.86 -163.79 -122.19 -142.99 -109.62 -92.29 -83.63 -68.03 -98.36 -70.63 -64.13 -63.26 -14.30 -8.23 4.77 Hi Page 2 Node Results at 4:251 hrs p, Demand Elevation Grade Pressure ;;' Node gpm ft ft psiIn ---------------------------------------------------------- Node 60 0.00 384.00 412.00 12.13 — Node 61 0.00 127.00 412.00 123.49 Node 62 0.00 384.00 412.00 12.13 itaNode 63 0.00 151.50 412.00 112.87 Node 64 0.00 74.00 412.00 146.46 Node 65 0.00 70.00 412.00 148.19 Tank 5 1041.50 285.50 300.56 6.53 faTank 11 0.00 384.00 412.00 12.13 Tank 54 0.00 48.00 48.00 0.00 DPage 1 Input Data [TITLE] I ; Job Description. Carlsbad Municipal Water District, Reclaimed Water System (trial 1) ([JUNCTIONS] • 1 1 1 1 1 ^H 1 1 1 1 1 1 1 1 1 ID A_2 — — 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 41 42 43 44 45 46 47 48 Elevation «•) •» M .— -m— — ^^^". 34.4. 296 290 298 320 360 384 288 267 131 127 125 172 286 214 68 260 80 80 74 90 164 52 53 53 37 70 50 80 92 92 80 330 378 301 261 241 205 275 211 Demand (Pattern) 0 0 0 0 0 0 0 0 0 0 ^\17.4 2P 0 0 , 386 -3T\ 0 0 0 652 3f\ 0 0 0 0 0 120 -SM 120 3"^ 39 * , 142 -3- < 0 , 96 3- o"^ ~* 0 0 0 0 0 0 0 zoo .Page 2 Input Data (Continued) (49 )50 )lVo 61 62 63 64 65 [TANKS] ' ; ID . »' T5 11CO^MO [PIPES] ' • ID / 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1*6- 194 81 37 384 127 384 151.5 74 70 Elevation Ofic;Z o_> . 384 48 4"U/> Head Node 1 2 3 4 6 7 8 9 10 60 12 13 14 14 15 15 12 18 19 19 10 22 22 24 24 25 26 5 Tail Node 2 3 4 5 7 8 9 10 60 12 13 14 61 15 16 17 18 19 20 21 22 23 24 64 25 63 24 0 0 0 0 0 0 384 0 0 0 120 Initial Level 16 20 Length 1650 1650 1650 1650 2350 1400 2050 600 400 2880 1360 2720 480 920 5 2120 280 1680 5360 1080 7200 500 1400 500 9700 5800 2700 . 3\ Minimum Level 3 .5 Diameter 24 24 24 24 12 12 12 12 18 18 12 14 6 16 18 18 12 8 8 6 12 12 12 8 8 12 12 Maximum (Minimum Level Diameter Volume) 18.5 14.5 32 106 Roughness (Minor Loss (Check Coefficient Coefficient) Valve) -\,r>120 ^ , . -> -2_ 120 l , 120 ~1_ yJ^'L- 120 9 •/ ->1 'il 115 - " 115 Li 4 -->\^f 1 115 * v-| u 115 ^H "* , •115 , c. ,- / ^(r-t 1 -: 120 V * ' - •* r- 1 ' 120 , LG > (-"" J l 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 7 oo m F ••Page 3 Input Data (Continued) 29 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 ~49 50 25 27 28 29 29 31 65 33 34 35 40 41 42 43 44 45 46 47 48 50 5 49 51 52 53 60 32 60 26 27 28 29 30 31 32 33 34 35 36 41 42 43 44 45 46 47 48 49 49 50 51 52 53 54 11 65 62 63 3500 9.9 492 15744 4182 7462 2378 185 1763 3800 2500 4520 2000 2900 2500 3200 2800 3100 2300 8 8 8 6 8 6 6 6 6 4 12 14 14 12 12 12 12 12 12 16 2,000 335012 100,800 2,500 2/700 103100 24 2/500 UD.TO24 40 18 9.9 6 20 8 2240 8 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 120 120 120 r M fal IH ». fm ta [PUMPS] ; Head Tail ID Node Node 556 [VALVES] Head Tail ID Node Node n, n r~i•=*- oi i> Li ^ ^ [ STATUS ] ; First (Last ; Link Link) Design H-Q Ft gpm 150 1550 Diameter Type Setting \?_ ftv/ 30^3 VH f ^ ^^ Setting pi hi Input Data (Continued) [CONTROLS] LINK ID Setting Condition PUMP 5 IS ON WHEN TANK 5 > 18.5 FT PIPE 50 IS CLOSED WHEN TANK 5 < 15 FT PUMP 5 IS OFF WHEN TANK 5 < 3 FT m 5 OPEN IF NODE 5 ABOVE 10 LINK 5 CLOSED IF NODE 5 BELOW 3 LINK 50 CLOSED IF NODE 5 BELOW 15 50 OPEN IF NODE 5 ABOVE 15.1 [PATTERNS] ID Multipliers oJrd- aJr 0* 1 , 1 , 1 , tl , / , 5 , 5 , ^ , / , t~l , ±1 , IV -± 2 u1 «' n "i jn. ~ i i- — i 5 — i ,__a 3, — -c 1 £ * 9- — q *; 1 5 1 — 2 1 5 i 5 ± 2 i 5 1 1100 0 0 0001 1 1 1100 0 0 0001 1 3IIADOWRIDGE ; DEMAND ; DEMAND CONT . [QUALITY] First Node (Last Node)Initial Quality '[SOURCES] (Pi; Node Concentration (Pattern) y (•[REACTIONS] Type (First ID) (Last ID) Coefficient REPORT] Reporting Options PAGE 55 Input Data (Continued) STATUS NO [ TIMES] Execution Control Information DURATION HYDRAULIC TIMESTEP PATTERN TIMESTEP REPORT TIMESTEP REPORT START 24 1 1 15 0 HOUR ; HOUR HOUR ; MIN HOUR 24 HOUR SIMULATION PERIOD 1 HOUR PATTERN TIME PERIOD p[OPTIONS] ; Network Properties & Simulation Options '' UNITS GPM | HEADLOSS H-W QUALITY NONE SPECIFIC GRAVITY 1.0 ' VISCOSITY 1.1E-5 I DIFFUSIVITY 1.3E-8 TRIALS 40 ACCURACY 0.001 ' SEGMENTS 100 , MAP FILE1.MAP [END] I I I I I I I I I I I I I I I I I I I TNKS.XLS i^J TANKS ID l\ * '5" 2 51 ELEVATION (FT) 3'M*-ir,«r Hi INI FT 1 FVEL ^v;; /"7 MIN. LEVEL .5" -3 MAX. LEVEL 32- '/*.£" DIAM. (FT) lOb IH.5 . - ._. e^yoiV// J p = =r 14, Page 1 PMPS.XLS PUMPS ID 5- * 2 HEAD NODE 5~ TAIL NODE (DESIGN (FT) |H-Q (GPM) if ISO is- 5-0 on -Tok. Zo&nT-f- Mpa-e 5" #.fco/>± /<z>.S" >Z? C/oW / /;'w^ S ^ ' /} I 7) 3 •;; "5 _ t~~ I -) \ A /O <^ / "7 j x^"^) y*^/ ' / *- / ' / ° ' L^y.^y If t- i I / , > .\J ,s, i, i, /^r;,,jl^(/a/ ^ I , I , I ,0 , 0,0, 0,0,0 , & , 1,1 Ml Page 1 JNCTS.XLS n m •M m m IP ta 47 48 49 50 51 52 53 54 55 56 57 58 59 60 ~2- 67 151.5 76 0o _0_ 0 0o o 7^ 7.^ 3,1- f^lft/vf 3 A 2. 0 o 0 Po J([e\<*. IV.O 3.0 3-0 ifoc Pr - 3 Page2 JNCTS.XLS JUNCTIONS Uie-l ID ELEVATION (FT)DEPAND (GPM) 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 40 41 42 43 44 45 46 3 I 301 2 °\\j> 320 2-1T& /S/ 2. ls>0 IkH 3 31 70 50 •60 -IDOLS' 0 0 JL 0 Q O o o 0 oo O o O o O O O o o /2.O J12 I1L.O 0 0 O (D Oo 3 2 ^ ^2 3 3 2_ 2.T-.I ft. 7 /7,3 H,O 17. / 11,0 10.1 10-5 9,4 -7, °( ,f ,* 1,1 I'T- I.S" /••5~ /.s- /•5- AS" 3. "7 Hit (*,l 1. 3 7, S 7.«37.5 T,4 7- 2. T-,1 -2.5" •2,3 Z.2. 2.? 2.0 s./ 3,1 2.0 3.7 7.3 7,9 /AY 17-^ .20, O 72.2 IT-.O11.5- ll'l lo.T PIPS.XLS pi fe 47 48 49 50 51 52 53 54 55 "56 57 58 59 60 HI 5/ 53 d/o SJ 53 1*3, zoo 100,^0 2-500 2.700 350O /Z- X 7.0 il£ -/2_0 Page 2 PIPS.XLS PIPES ID HEAD NODE TAIL NODE LENGTH DIAM. (IN)ROUGH. COEFF. 2-Q50 MS. 10 li. 10 too Its 11 RT 12 13 13 DIP 14 14 Dr 15 IH IS 16 17 I 18 19 1 20 20 zo 21 ID 22 10 27.-7 100 17- 23 2.2-joo no 24 •2. "2.17-10 25 24 5OO 1O 26 S H£L 27 25"12.0 28 2.1*no 29 30 as 31 2%_120 32 _^o_J^L 120 33 120 34 3 1 31- ^~35 ^^ _^L * }^o 36 izo 37 ^1.35 /^ 38 V _L2(?_ -39 40 Hi 12. 41 IH 42 IH 43 HE 44 /z. 45 HL,/Z- 46 Page 1