Loading...
HomeMy WebLinkAbout6269 EL FUERTE ST; ; AS090126; Permit9/27/22,11:16 AM AS090126 Permit Data City of Carlsbad Sprinkler Permit Job Address: 6269 EL FUERTE ST Permit Type: SPRINK Parcel No: 2131221300 Lot #: 0 Reference No.: Permit No: AS090126 Status: ISSUED Applied 10/13/2009 Approved: 10/13/2009 Issued: 10/13/2009 PC #: Inspector: Project Title: PACIFIC RIDGE SCHOOL UNDERGROUND PLAN CHECK & INSPECTIONS Applicant: Owner: PRS ACQUISITION&CONSTRUCTION L L C 6269 EL FUERTE ST CARLSBAD CA P Fees ($) Add'I Fees ($) Total ($) Balance ($) L 260 0 260 0 about:blank 1/1 FROM <THU)AUQ 20 2008 16:O2,sp. 16:O1,N.,. 7S21887088 P 2 Carlsbad Municipal Water District Potable Water Discharge Event Report Date: Location: Reason for Discharge Event: Type of Event: DeWateriflg Water Mains Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Initial Estimated Discharge Flow: tm Start Time End Time Pre-Dechiorinatlon Residual: / ost-Dechlorinatlon Residual: _______ (less than 0.1 mgiL) pH within limits of 6.0 and 9.0 ________ .Z. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by:______________________________________________ Comments: Submitted by: Reviewd by: (Name & Date) (Name & Date) FROM (THU)AUG 20 2008 16:02,6T. 16:O1,N,. 7521887088 P 6 FROM (THU)AUQ 20 2008 16:O2ST. 18O1N. 721887O89 P 3 Flow Test Record Test Hydrant Hydrant IDNo.OY-j_Size Main 0L4110 Static............... Residual .........t I Pressure Drop 10 (PIlE 1).....K factor for P1)1 Flow Hydrant(s) Hydrant I location ,62L,:51 ¶jr cjAY) C.4 GfZXY7 Hydrant 2 location Hydrant 3 location Hydrant 1 Pitot 5Q PSI GPM: 101'!Y Size of Orifice t i2 Hydrant 2 Pitot PSI GPM: Size of Orifice___________ Hydrant 3 Pitot PSI GPM: Size of Orifice.__________ Total: LcY15 (Q.:l) Calculated test and flow data - QxPD2 k = Q2 PDI*k Static ................. ... .. Desired Residual.......20 Pressure Drop (PD 2)..I c7 .KfactorPD 2: 1015 x 12, 62.. divided by 3. 1f7 equals 31 10 GPM at 20 psi residual Q PD2k P1)1k Q2 Comm Test conducted for: F\ 1Z- s c12 \ t4 l4 Conducted by:MA-'P- ItUZ- /x7O 1US Date:0007 Time:tO'3O A,4 M. FROM (THU)AUQ 20 200 18:02ST. 1€:O1No.. 7'21e87O8e P 4 Flow Test Record Formulas GPM-Flow 2W' 4" PSI GPM PSI GPM PSI GPM PSI GPM 170 16 670 1 430 16 1720 2 240 17 690 2 610 17 1770 3 290 18 710 3 740 18 1820 4 340 19 730 4 860 19 1870 5 380 20 750 5 960 20 1920 6 410 22 790 6 1050 22 2020 7 440 24 820 7 1140 24 2110 8 480 26 860 8 1220 26 2190 9 500 28 890 9 1290 28 2280 10 530 30 920 10 1360 30 2330 11 560 33 950 11 1430 32 2430 12 580 34 980 12 1490 34 2510 13 610 36 1010 13 1550 36 2580 14 630 38 1040 14 1610 38 '2650 15 650 40 1060 15 1660 40 2720 / K Factor Formula PD K P1) K PD K PD K PD K 1= 1.0 21= 5.18 41= 7.43 61= 9.21 81= 10.73 2= 1.45. 22= 5.31 42= 7.53 62= 9.29 82= 10.80 3= 1.81 23= 5.44 43= 7.62 63= 9.37 83= 10.87 4= 2.11 24= 5.56 44= 7.72 64= 9.45 84= 10.94 5= 2.39 25= 5.69 45= 7.81 65= 9.53 85= 11.01 6= 2.63 26= 5.81 46= 7.91 66= 9.61 86= 11.08 7= 2.86 27= 5.93 47= 8.00 67= 9.69 87= 11.15 8= 3.07 28= 6.05 48= 8.09 68= 9.76 88= 11.22 9= 3.28 29= 6.16 49= 8.18 69= 9.84 89= 11,29 - >10= 3.47 30= 6.28 50= 8.27 70= 9.92 90= 11.36 11= 3.65 31= 6.39 51= 8.36 71= 9.99 91= 11.43 12= 3.83 32= 6.50 52= 8.44 72= 10.07 92= 11.49 13= 4.00 33= 6.61 53= 8.53 73= 10.14 93= 11.56 14= 4.16 34= 6.71 54= 8.64 74= 10.22 94= 11.63 15= 4.32 35= 6.82 55= 8.71 75= 10.29 95= 11.69 16= 4.48 36= 6.93 56= 8.79 76= 10.37 96= 11.76 17= 4.72 37= 7.03 57= 8.88 77= 10.44 97= 11.83 18= 4.76 38= 7.13 58= 8.96 78= 10.51 98= 11.89 19= 4.90 39= 7.23 59= 9.04 79= 10.59 99= 11-96 20= 5.04 40= 7.33 60= 9.12 80= 10.66 100= 12.02 ft'S l26. *PD = Pressure drop K = K factor