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Home My WebLink About2077 LAS PALMAS; ; AS100019; Permit3/11/24, 3:20 PM ASI0001.9 Permit Data City of Carlsbad. Sprinkler Permit 2077 LAS PALMAS Job Address: DR Permit Type: SPRINK Parcel No: 2130611800 Lot #: 0 Permit No: ASI000I9 Status: ISSUED Applied 2/12/2010 Approved: 2/12/2010 Reference No.: Issued: 2/12/2010 PC #: . Inspector: I Project Title: ALLI SPORTS T. I. FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: Owner: TATE FIRE PROTECTION SERVICES, INC. GREENE/STREUER FAMILY TRUST 03-09- STEC 87 13691 DANIELSON ST POWAY, CA 890 DEL MAR DOWNS RD SOLANA BEACH CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 0 130 0 about:blank 1/1 Flow Test Record 18 to0o19 Test Hydrant Location 20T1 L.-P > PfcL /5 Hydrant ID No. Size Main Static ............. iso Residual........... Pressure Drop 7 (PDI 1).....K factor for PDI 1 . C Flow Hydrant(s) Hydrant I location C#i-i, ii-.io Nitt 2_o Lt -f L5 C j_r Hydrant 2 location Hydrant 3 location Hydrant 1 Pitot O3 PSI Hydrant 2 Pitot PSI Hydrant 3 Pitot PSI GPM: 16 7 9 Size of Orifice 2 l GPM: Size of Orifice______ GPM: Size of Orifice.______ T,+a1I.. £ Calculated test and flow data - 0 x PD2 k =Q2 PDI*k Static: .................... 5O Desired Residual.......20 Pressure Drop (PD2)..)O KfactorPD2:___________ x . S divided by . equals l 2.7 GPM at 20 psi residual Qi PD2k PD1k .Q2 Comments: Test conducted for Conducted by: Date: Time:_ Flow Test Record Formulas GPM-Flow 2 .4" 4" PSI GPM PSI GPM PSI 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 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 PD K PD IC 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 3l= 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 8= 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 *PD = Pressure drop K = K factor ---------------- — mmm - S b.•fl flflflfl fl•.kT flflflfl — ------------------------------------.----------------------------------------------------------------------------------------------------------------------------------------------------------- - •••••••............. ••••••••••••••••• 1zI,a --------------.--------------.-----------.---tttra----------------- __________________•____.__.______________._. ------------_-_--_--_-.------_.-.-------------------.-A.,.----.------ Carlsbad Municipal Water District Potable Water Discharge Event Report Date: 4/24/ia Location: L* L*3 Reason for Discharge Event: Type of Event: Dewate ring 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 IK /A Estimated Discharge Flow: J ° ____ Start Time V tilk End Time Pre-Dechiorination Residual: Post-Dechlorination Residual: 0 GO (less than 0.1 mg/L) pH within limits of 6.0 and 9.0 Yjk 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)