HomeMy WebLinkAbout1935 CAMINO VIDA ROBLE; ; AS130195; Permit10/29/2020 AS130195 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address:
1935 CAMINO VIDA
ROBLE
Permit Type: SPRINK
Parcel No: 2120921800
Lot#: 0
Reference No.:
Permit No: AS130195
Status: ISSUED
Applied 10/30/2013
Approved: 11/7/2013
Issued: 11/7/2013
PC #: Inspector:
Project Title: SPERRY COMMERCIAL REMOVE EXISTING DAMAGED CEMENT
LINED DUCTILE IRON SPOOLS (2), DETECTOR CHECK VALVE,
FDC, AND REPLACE WITH NEW CEMENT LINED IRON SPOOLS,
DOUBLE CHECK DETECTOR VALVE, AND FDC.
Applicant: Owner:
SIMPLEX GRINNELL S V N CARLSBAD L L C
3568 RUFFIN ROAD SOUTH
SAN DIEGO CA
858-633-91 00
Fees($) Add'I Fees ($)
363 0
18881 VON KARMAN AVE #800
IRVINE CA
Total($) Balance($)
363 0
1 /1
Carlsbad Municipal Water District
Potable Water Discharge Event Report
Date: ___ _l_fZ_~2 3 ,-f 3
Location: ___________ J_~-~-~ CAW lfvO Vt bA f2,oBi£""
Reason for Discharge Event: Tr
Type of Event Initial
Dewatering Water Mains ___ Nik Estimated Discharge Flow: { Lf 3 S GPM
Note: Includes flow testing and flushing
Dewatering Water Mains ____ N /A __ _
Unscheduled Water Discharge N ( A-
Clear flow path of debris, surface
contaminants and/or hazardous
materials. Do not remove native
vegetation. ___ '{5;, __
Erosion control, i.e.
sandbags, silt fencing, hay bales,
gravel bags, decreasing the
velocity of discharged water. N/ k
Upon completion of dewatering,
ensure that the flow path is free
of all temporary erosion
prevention materials. _J~/A __ _
Upon completion of dewatering,
ensure that any sediments or
silted areas are cleared. __ YES __ _
Water Sampling Performed by:
Start Time
End Time
Pre-Dechlorination Residual:
Post-Dechlorination Residual:
(Less than 0.1 mg/L)
10°~
iO 0
:
0. 'BS-
0 , JO
PH within limits of 6.0 and 9.04j_~=>
Comments: -----------------------------------------------------
Submitted by: _______________ _ Reviewed by:
(Name & Date) (Name & Date)
AS130195
Flow Test Record
Tc!-i LJly__d r~1 n t
IC:,~5 CAM,...,O vro,\ ~e,LL > EA5f $tl)LOF ~pLJt.Tf
Location __ J:f±!S2Ab>T __ A~Cz.Mt __ j:o ___ £ig.L..5~\l.J..CL... __ ~A(X___~------·-···
I!yc!rnnt ID No. _____________ Sizc Main __ 8_" __
Static ............. _ 12.0 _P~i
Residual ......... _JQ5_P~_j
Pressure Drop .. _--15._ ___ (PDI l) ..... K factor for PD.I 1 4 . .32.
Flow Hydrant(s)
Hydrant 1 location EA~r 2 ,M--c oF 1?coP$tl{ __ A+ &±Ru:l: r t Hydrant 2 location ___________________ _
Hydrant 3 location ____________________ _
Hydrant 1 Pitot __ __....]_5......._ __ PSI GPM: IJ-l5?)
Hydrant 2 Pitot PSI GPM: ___ _
Hydrant 3 Pitot PSI GPM: ___ _
Calculated test and flow data -
_ Static-: ......... -....... -.. 12.0 y~;
Desired Residual ... . . . . 20 ---
Total:~_s~
(QI)
0 xPD2 k = Q2
PDI*k
2 '1,, 1' Size of Orifice__._=--1-=="'--·=---
Size of Orifice ___ _
Size of Orifice_. ___ _
Pressure Drop (PD 2) .. _1_0.o_p;_ ................................. K factor PD 2: 12. OZ-
l4S:,
Ql
x I 2.~0L divided by 4. 3-Z._equaJs 4p4 2-. GPM at 20 psi residual
PD 2 k PD 1 k Q 2
Comments: __________________________ _
Test conducted for :
TI
Date: Io h":J liol':> Time: Jo: 05 All\ r l
SimplexGrinnell
Fire Flow Report
Test Hydrant Information
Location: Date Time
1935 Camino Vida Roble Carlsbad CA 10/23/2013 10:05 a.m.
SimplexGrinnell Taking Test: Marcus English, Jim Potter
Flow Hydrant: East property line at Camino Vida Roble Witness to Test: Carlsbad Public Works -Elzibita Gauge Hydrant: East side of property adjacent to fire service backflow
Legend Fire Flow @ 20psi Fire Flow @ 1 0psi
Qr Flow in GPM 4,048 4,262 Cd Friction loss Coefficient
D diameter of opening in inches
PP Pressure on Pitot in psi
Or Fire flow in GPM at 20psi Static Pressure Residual Pressure
Ps Static Pressure in psi 120 105 Pr Residual Pressure in psi
Hyd # Port# D Cd PP Or
1 1 4 0.9 0
2 2.5 0.9 75 1453
2 1 4 0.9 0
2 2.5 0.9 0
3 1 4 0.9 0
2 2.5 0.9 0
Total GPMs flowed in test 1453
Total Fire Flow
4500 ·------1 l 4000 ! ----r------= •-i·-------------------
3500 i --! -__ l
I ---l i
3000 l r----_.__ i : I
Ir-----__ '
~ 2500 ! i
I --·
-------a.. 2000 ; i--..__ (!) --~
1500
1000 ·------
i
! -----~---------------
500 ------1---------
0 : i
10 20 30 40 50 60 70 80 90 100
PSI