HomeMy WebLinkAbout2544 CAMPBELL PL; ; AS060218; PermitCity of Carlsbad
Sprinkler Permit
Permit No: AS060218
Job Address: 2544 CAMPBELL PL
Permit Type: SPRINK
Parcel No: 2132610700
Lot #: 0
Status: ISSUED
Applied 9/6/2006
Approved: 9/6/2006
Reference No.: Issued: 9/6/2006
PC #: Inspector:
Project Title: BRESSI RANCH LOT 16 UNDGR PLAN CHECK &
INSPECTIONS/BYPASS METER
Applicant:
RAND ENGINEERING
P.O. BOX 1830
ALPINE, CA
619-454-2548
Owner:
RED TEXAS REALTY L L C
C/O ST. CROIX CAPITAL CORP
4350 EXECUTIVE DR #301
SAN DIEGO CA
Fees ($) Add'l Fees ($) Total ($)j Balance ($)
340 0 340 0
Aug-24-2006 12:55pm From- 1-034 P001/003 F-135
Moô 2i9
FLOW TEST INFORMATION SHEET
1. Reason for Test: Bid Information 0 Design Base J6 _
wI*I. p Other
Location of Property 2)344 4 q:~IE5 C€ipbirfl K. Cr b4 - (Cify) (S)
Date & Time of Test: Date: I24j t'Ic7Tim: £1 I (pm)
4, Test Conducted by: AL TQiYflttn t'9FrnDch'r IIt4,-trai ie &pr)
pT
Test Witnessed by:_CA r+s,Di( C i+> WctTft -r Nam Me Source of Water Supply: Gravity Pump [] Other:____________________
Name of Water District_CCZrkM4 C 1 Fire District Cctt t4 C. t 1 y
Is water supply provided with PRV STA's Yes [1 No 0
(If so what is PRV outlet setting? PSIG
Area Map: (Draw Sketch thawing property location; bounding streets and names, nodh arrow, hydrant locations
and Identification nurrters, distances from hydrants to property. elevations of hydrants and property
floors or grade, all wflter mains and sizes and interconnection valves, etc.)
' Arciirt, R1
_.__.•__iC,
_
Row Test Data
--
W'P.Vt7JvidiAserweanmll
See reverse side for graph
Signed ________
• EJ Witness
Dalla T p Bn4 C(.
Aug-24-2006 12:55pm From- T-034 P.003/003 F-135
Carlsbad Municipal Water District
Potable Water Discharge
Event Report
Date; -- PJY
Location: 244 4 0545 Cam
Reason for DlschargeEvent- PIpTes 4or Fire. c+i- 5pri ker.
Type of Event; wbid
Dewatering Water Mains Id—Estimated Discharge Flow: 1 IPM We: lakdes Ikiw hOW, and fkhãIQ
ewatering Reservoirs . . Start. mno 1)
Unscheduled Water Discharge End Time
Pre-Oechlorination Re5idal
Clear flow path of debris, sutfaca
contaminants andlor hazardous Pot-OechJorinalion Residual:
matedals Do not remove native J. (less than 0.1 mgiL)
vegetation. fl/j_ pH within (knits of 6.0 and 9.0
Erosion control, L&
sandbags, silt fencing hay bales,
gravel bags, decreasing the velocity
of discharge water.
Upon completion of dewate'4ng, ensure
that the flow path isfTee of all
".-& ternpofaiy eroskm prevention materials.
Upon completion of dewat.rrng, ensure
that any sedlnwmA 01 silted arms are
Water Sampling Performed by: 2O
Comnknte
Subud
Aug-24-2006 12:55pm From- 1-034 P.002/003 F-135
Flow Test Record
Test Hydrant
Location V44 4 Zrv-,,,Aa Cam Ii fiace
Hydrant ID No. Size Main fJ0. lttft#Vkf
Static .............q0 (QO L(mr16 atfi' o j4-e'). Etev. 32-'
Residual...........
Pressure Drop.. 2. (PDI 1).....K factor for PDI 1
Flow Hydranjsj
Hydrant I location 'p YOLVAS 'V€* O S I 4e.
Hydrant 2 location
Hydrant 3 location
-.
I'
Hydrant 1 Pitot _PSI GPM:I'Z.72 Size of Orifice.!b_.
Hydrant 2 Pitot PSI GPM:_ Size of Orifice_________
Hydrant 3 Pitot PSI GPM:__________ Size of Orifice________
Total:, (1!V-2't (Qi)
Calculated test and flow data -. Q x PJ)2 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
QI PD2k PDIk Q2
Comments:
Test conducted for:
Fe
Conducted by: by:Af. %/,vnaM, /Av%ø1rI0 /Ave %',-k/r to /tic
Date; &4/061 Time: J
IL