HomeMy WebLinkAbout6515 AMBROSIA LN; ; AS130006; Permit10/27/2020
Job Address:
Permit Type:
Parcel No:
Lot#:
Reference No.:
PC#:
Project Title:
Applicant:
AS130006 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS130006
6515 AMBROSIA LN Status: APPROVED
SPRINK Applied 1/11/2013
2158410700 Approved: 7/16/2013
0
Issued: 7/16/2013
Inspector:
DAYBREAK COMMUNITY CHURCH NEW CONSTRUCTION
Owner:
EPIC FIRE PROTECTION, INC.
765 TURTLE POINT WY
DAYBREAK COMMUNITY CHURCH OF
COASTAL NORTH COUNT
SAN MARCOS, CA 6515 AMBROSIA LN
760-310-6122 CARLSBAD CA
--
Fees($) Add'I Fees ($) Total($) Balance($)
132 0 132 0
--
1/1
Carlsbad Municipal Water District
Potable Water Discharge Event Report
Date: ~ 1 fZo /.:..._..rz_ __ _
Location: 65 {
Reason for Discharge Event:
Type of Event . Initial
Dewatering Water Mains
Note: Includes flow testing and flushing
Dewatering Water Mains N ~
Unscheduled Water Discharge N { A-
Clear flow path of debris, surface
contaminants and/or hazardous
materials. Do not remove native
vegetation. ____ ":( E:> __
Erosion control, i.e.
sandbags, silt fencing, hay bales,
gravel bags, decre.asing the
velocity of discharged water. ____ N/f'r __
Upon completion of dewatering, . ,_ .
ensure that the flow path is free
of all temporary erosion
prevention materials. ____ N/A-__ _
Upon completion of dewatering,
ensure that any sediments or
silted areas are cleared.
Water Sampling Performed by:
RECEIVED
_U!~----ua--22-2ot2'"---
A"RLsJJAD _____ _
FIRE DEPARTMENT
Estimated Discharge Flow:
Start Time
End Time
Pre-Dechlorination Residual:
Post-Dechlorination Residual:
(Less than 0.1 mg/L)
PH within limits of 6.0 and 9.o <j.<-.S
Comments: __________________________ _
,, . ' .
Submitted b{:12. ~~ ~ 20, (-i_Reviewed by:
, . \cName & Date) .(Name & Date)
GPM
Flow Test Record
Test Hydrant
Hydrant ID No. _____ Size Main ____ _
Static............. 9 "2.
Residual......... 90
Pressure Drop.. '2.. (PDI 1) ..... K factor for PDI 1 \. 4S
Flow Hydrant(s)
Hydrant 1 location ~?\~ ~S~tA
Hydrant 2 location --------------------Hydrant 3 location --------------------
Hydrant 1 Pitot 70 PSI -------GPM: \4c&
Hydrant 2 Pitot PSI GPM: __ _
Hydrant 3 Pitot PSI GPM: ----Total: ----
Calculated test and flow data -OxPD2 k =Q2
PDI*k
. Static:.................... C\'2..
Desired Residual....... 20
Size of Orifice ~ ----Size of Orifice ----Size of Orifice. ----
---
Pressure Drop (PD 2) .. :1'2-................................. KfactorPD 2: IO,D7
14:P? X lD.c:{7 divided by \. 4s equals 97S7 GPM at 20 psi residual
Q 1 PD 2 k PD 1 k Q 2
Comments: --------·--------
Test conducted for :
Conducted by: eP\C-Plt?:e t cAt?-l::>t¾AQ uY\-IB<?-
Date: '6 · '2.0 · \2-Time: 'b~CX> t'(V',ll