HomeMy WebLinkAbout5545 FERMI CT; ; AS130091; PermitCity of Carlsbad
Sprinkler Permit
Permit No: AS130091
Job Address: 5545 FERMI CT
Permit Type: SPRINK
Parcel No: 2121303700
Lot #: 0
Reference No.:
Status: PENDING
Applied 6/10/2013
Approved:
Issued:
PC #: Inspector:
Project Title: B21 F OFFICE SUPPORT ADD NEW SPRINKLER HEADS FOR TI
IN EXISTING OFFICE BLDG. THE EXISTING FIRE SPRINKLER
COVERAGE OUTSIDE THE AREA OF WORK WILL REMAIN AND
WILL NOT BE AFFECTED BY THE SCOPE OF THE WORK.
Owner:
T M G PROPERTY
Applicant:
SCHMIDT FIRE PROTECTION CO INC
4760 MURPHY CANYON RD
SAN DIEGO, CA 92123
858-279-6122
1000 PIONEER WAY
EL CAJON CA
Fees ($) Add'l Fees ($) Total ($) 1 Balance ($)
268 0 268 0
r ic1Eiivi
18 2013 arLsbad Municipal Water District
Po able Water Discharge Event Report
Date: 5L6/JL
Location:
Reason for Discharge Event -- -----------_I1J
Type of Event. Initial
Dewatering Water Mains Estimated Discharge Flow: GPM
Note: Includes flow testing and flushing
Dewatering Water Mains Start Time
Unscheduled Water Discharge JLA
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.
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. '(ES
Water Sampling Performed by:
Comments:
Submitted by: 2cj.0
QI
End Time L
Pre-Dechlorination Residual:
Post-Dechlori nation Residual: ILQO
(Less than 0.1 mglL)
PH within limits of 6.0 and 9.0
---------------------------------
Reviewed by:
(Name & Date) (Name & Date)
Flow 'lest Record
Loeation .l...LXci VIA CT
Hydrant U) No. Size Main
Static .
Residual. Itt)
Pressure Drop.. _.5_.JPDr .1). IC factor for PDI I Z.3
Flow Hydrant(s)
Hydrant 1 location c -.
Hydrant 2 location ç çtj I F e cc
Hydrant 3 location
Hydrant I Pitot 2.... PSI GPM.- 13 Z Size of Orifice 2
Hydrant 2 Pitot PSI GPM: Size of Orifice___________
Hydrant 3 Pitot PSI GPM: Size of Orifice.__________
Total:
(QI)
Calculated test and flow data - 0 x PD2 k = Q2
PDI*k
Static: .................... .2.S
Desired Residual ....... 20
Pressure Drop (PD 2)i p ç K factor PD 2:1
' tO x 17.S divided by2. 3 ,__equals ' . i GPM at 20 psi residual
Q PD2k POlk Q2
Comments:
C- -, -,e R.''Hbf -
Test conducted for:
Conducted by: C..,.l I t Li'
Date: Time: