HomeMy WebLinkAbout6255 NYGAARD ST; ; AS10012811/16/23,2:07 PM AS1 00128 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS100128
Job Address: 6255 NYGAARD ST Status: ISSUED
Permit Type: SPRINK Applied 10/13/2010
Parcel No: 2131900200 Approved: 10/13/2010
Lot #: 0
Reference No.: Issued: 10/13/2010
PC #: Inspector:
Project Title: BRESSI RANCH ASSISTED LIVING UNDERGROUND FIRE
SPRINKLER PLAN CHECK & INSPECTIONS
Applicant:
RAND ENGINEERING
P.O. BOX 1830
ALPINE, CA
619-454-2548
Owner:
BRESSI HOLDING L L C
C/O HEALTH CARE GROUP
9619 CHESAPEAKE DR #103
SAN DIEGO CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
260 0 260 0
about:blank 1/1
Flow Test Record
Test Hydrant )
Location_ / (C,414-fJ) .T
. -: ................................,..........................__l_. t.. Hydrant ID No. Size Main____________
Static...............
Residual .........
.
70
Pressure Drop.. ___(PDI 1)..... K factor for PDI 1
Flow Hydrant(s)
Hydrant I location r-r-r - PQ d
Hydrant 2 location—
Hydrant 3 location ..._: - ...._•_ ___•
Hydrant I Pitot cc .
PSI GPM:1)1 0 Size of Orifice_ 2121, _________
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.....................
Desired Residual.......20
Pressure Drop (PD 2).. K factor PD 2:
______ x divided by equals GPM at 20 psi residual
Q PD2k PD* lk .Q2
Comments: . .
Test conducted for.:
Conducted by:
Date: Time: _.tO.! 3 5
Reason for Discharge Event:
Carlsbad Municipal Water District
Potable Water Discharge
- Event Report
Date: 14/is (g/ Io
Type of Event: Initial
Dewatering Water Mains Estimated Discharge Flow: 11 C?0 &fM
Note: Includes flow testing and flushing
Dewatering Reservoirs .J/k Start Time 10 :3
Unscheduled Water Discharge I1k End Time JO
Pre-Dechlorination Residual:
Clear flow path of debris, surface
contaminants andlor hazardous Post-Dechlorination Residual: Q. 09
materials. Do not remove native (less. than 0.1 mglL)
vegetation.
pH within limits of 6.0 and 9.0 ________
Erosion control, i.e.
sandbags, silt fencing, hay bales,
gravel bags, decreasing the velocity
of discharge water.
Upon completion of dewatering, ensure
that the flow path is free of all
temporary erosion prevention materials.
Upon completion completion of dewatering, ensure
that any sediment or silted areas are
cleared.
Water Sampling Performed by: f
Comments:
Submitted by: Reviewd by:
-
(Name 8 Date) (Name & Date)