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HomeMy WebLinkAbout2730 GATEWAY RD; ; AS120076; Permit12/27/24,12:45 PM AS120076 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2730 GATEWAY RD Permit Type: SPRINK Parcel No: 2132632600 Lot #: 0 Permit No: AS120076 Status: ISSUED Applied 7/19/2012 Approved: 7/20/2012 Reference No.: Issued: 7/20/2012 PC #: Inspector: Project Title: PIZZA PORT NEW UNDERGROUND FIRE SERVICE MAIN Applicant: WILSON CORPORATION, C.E. 662 GRAND AV SPRING VALLEY, CA 91977 619-464-6721 Owner: MARSAGLIA PROPERTIES L L C P 0 BOX 1697 CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 360 0 360 about:blank 1/1 RECEIVED Ca Isbad Municipal Water District JUN 21 203otab e Water Discharge Event Report CARLSBAD - FIRE DEPARTMENT c JI '7 Date: f iJJi rml!c- I.uI Location: GtEf------------- - ---------------------------- - -------------------- Reason for Discharge Event: 'Ii!E Type of Event. Initial Dewatering Water Mains k. Estimated Discharge Flow: -----GPM Note: Includes flow testing and flushing. 0 0~ Dewatering Water Mains . Start Time Unscheduled Water Discharge tLV End Time 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 discharged water. Pre-Dechlorination Residual: P--- Post-Dechlorination Residual: (Less than 0.1 mg/L) PH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials Upon completion of dewatering, ensure that any sediments or silted areas are cleared. Water Sampling Performed by: Comments: Submitted by:Reviewed by: (Name & Date) (Name & Date) Flow Test Record Test Hydrant Location _73't cPc1U..)Ps'( 2- Hydrant Hydrant ID No. Size Main Static............. Residual............ Pressure Drop.. 7 (PDI 1)......K factor for PDI 1 Z.!G Flow Hydrant(s) Hydrant I location _V12 c Hydrant 2 location______________________________________________________ Hydrant3 location________________________________________________________ Hydrant 1 Pitot CO PSI GPM: J$c>C> Size of Orifice _2 Hydrant 2 Pitot PSI GPM: Size of Orifice___________ Hydrant 3 Pitot PSI GPM: Size of Orifice.__________ Total: 7Q (Qi) Calculated test and flow data - 0 x PD2 k =Q2 PDI*k Static: .................. ..L2- Desired Residual.......20 Pressure Drop (PD 2)..t o.E K factor PD 2: _L'Z .3t, Meo x 'Z.5'b divided by Z.2, equals 1 IC6 GPM at 20 psi residual Qi PD2k PD1k .Q2 Comments: Test conducted for: Conducted by: eFLC,•P12 'cVE fl&J t.3C. Date:, - 2_ Time: OO ikw Flow Test Record Formulas GPM-Flow 2Y2" 4" PSI GPM PSI - GPM, I,- GPM' , PSI GPM 1 170 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 1""ormu1a PD K PD 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= 9.45 814=, 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 8=" 9.76 88= 11.2 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=1 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= 103 , 99= 1 20= 5.04 40= 7.33 60= 9.12 80= 10.66 100= 12.02 *PD = Pressure drop K = K factor -