HomeMy WebLinkAbout2282 FARADAY AVE; ; AS080180; Permit10/27/2020 AS080180 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS080180
Job Address: 2282 FARADAY AV Status: ISSUED
Permit Type: SPRINK Applied 12/4/2008
Parcel No: 2120614600 Approved: 12/4/2008
Lot #: 0
Reference No.: Issued: 12/4/2008
PC #: Inspector:
Project Title: ISIS PHARMACEUTICALS THREE FIRE SPRINKLER INSPECTIONS
@ $65/EA
Applicant:
INTEGRATED PROTECTION SERVICES
5431 LOS ROBLES
CARLSBAD, CA
760-476-3778
Owner:
BMR-2282 FARADAY AVENUE LLC
C/O PARADIGM TAX GROUP
3645 RUFFIN RD #310
SAN DIEGO CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
195. 0 195 0
1/1
Carlsbad Municipal Water District
Potable Water Discharge
Event Report
Date:
Location: z2f~ gr~-
Reason for Discharge Event:
Type of Event:
J
Dewatering Water Mains
/ Note: Includes flow testing and flushing
Dewatering Reservoirs
ii Unscheduled Water Discharge
Clear flow path of debris, surface
contaminants and/or hazardous
mMcas. 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:
Start Time ft" On
End Time
Pre-Dechlorination Residual:
Post-Dechlorination Residual:
ess 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 sediment or silted areas are
cleared.
Water Sampling Performed by:
Comments:
Submitted by: Seviewd by:
(Name & Date' 77(ame 8
Test Hydrant
Location ':i. 0:2. 2.
Flow Test Record
Y
Hydrant ID No. Size Main_a
Static................
Residual...........
Pressure Drop.. ? (PD! 1).....K factor for PD! 1
-
Flow Hydrant(s)
Hydrant 1 location_____________________________________
Hydrant 2 location_____________________________________
Hydrant 3 location______________________________________
Hydrant 1 Pitot 01 PSI GPM:
Hydrant 2 Pitot PSI GPM:________
Hydrant 3 Pitot PSI GPM:________
T.-+.,I. L JkOI.
- /
Calculated test and flow data - 0 x PD2 k = Q2
PDI*k
I,
Size of Orifice______
Size of Orifice_______
Size of Orifice._______
Static:
Desired Residual.......20
Pressure Drop (PD 2).. K faétor PD 2:
x divided by equals GPM at 20 psi residual
Q PD2k PD1k Q2
Comments:
Test conducted for
1LiS\3i tT5
Conducted by:
Date: Time: