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CHRISTOPHER JEAN & ASSOCIATES, INC.
ACOUS'FIC:AL CONSUL-FING SERVICES
June 7, 2019
MR. JIM SCHWARZ
SCI-IWARZ CUSTOM POOL BUILDERS
3303 Harbor Boulevard, HI
Costa Mesa. CA 92626
Business License: 4BT10044674
SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 320 FULLERTON AVENUE -- CITX OF NEW -PORT BEACH
Dear Mr. Schwarz:
We are pleased to inform you that the pool equipment installation located at 320 Fullerton.
Avenue in the City of Newport Beach complies with the City's 55 dBA noise limit. No
additional noise mitigation is necessary.
The installation was measured on Friday, June 7, 2019, using a Larson Davis Model 700
Type 2 Sound Level Meter. The installation was observed to consist of a single Jandy E -Pump
variable speed pump, a single Jandy Water Feature pump and a Jandy JXi heater. all located in a
side yard setback. The measurement microphone was placed just beyond the top of the nearest
property line wall directly opposite the pool equipment. The measurement reported a level of 55
dBA for both pumps and the heater unit operating simultaneously. This level meets the City's 55
dBA noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
2325 • FULLERTON, CALIFORNIA e 92837
PHONE: 714-805-0115
Continuous Inspection & Afaterials Testing
SOUTHWEST
111tipeclion �'`'. Testing, Inc. 441. Commercial Way, La Habra, CA 90631-6163
(562)941-2990 - (7141526-8441
FAX (562)946-0026
FIELD DATA ON TEST SPECIMENS =19-0051
--- ASTM C31, C138, C143, C172, C173, C231, C1064 SAO �vl/erf g n Ave
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 320 FULLERTON AVE, NEWPORT BCH JOB #: DATE: 07126/2018
JOB NAME: PAM CAPITAL MGMT, PERMIT #: S2018-0051 ISSUED BY:
ARCHITECT: ENGINEER: LACHER ENGINEERING
CONTRACTOR: SCHWARZ POOLS SUB: WEST COAST SHOTCRETE
LOCATION IN STRUCTURE: FLOOR OF THE POOL
1744136
TRACT:
PHASE:
LOT #:
CONCRETE SUPPLIER: HOLLIDAY ROCK
PLANT:
MIX #: 7112 -1
TYPE OF CEMENT: V
ADMIXTURE:
TICKET #: 108105654
SLUMP: 0:00 in.
WATER ADDED: O gal.
AIR TEMP: 0 F
CONCRETE TEMP:
MIXING TIME:
TIME CAST: 01:30
DATE CAST: 06/1812018
RECEIVED AT LAB: 06/25/2018
SPECIMENS MADE BY: KELLY SPECIFIED PSI @ 28 Days: 4500
LAB M 120878 CLIENT: RICHARD,LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
1744136
1744137
1744138
kGE DAYS:
28
28
28
DATE TEST:
07/16/2018
07/16/2018
07/16/2018
SIZE (in.): Height X Diameter
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (h.A=):
12.57
12.57
12.57
CRUSH LOAD (Ibs.):
82045
82324
82137
COMPRESSIVE STRENGTH (psi.):
6530
16550
6530
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
ill
I
I
C.T.M. USED:
Forney%
Forney96
Forney%
REMARKS:
ASTM C39, C174, C192, 0470, C617, C42
COMPLIES: X DOES NOT COMPLY: FOR INFORMATION:
THIS REPORT SHALL NOT BE REPRODUCED,: EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC.
SAMPLES CAST BY OTHERS: RESPECTFULLY SUBMITTED
NOTICE:These test results are from samples cast by inspectors SOUTHWEST INSPECTION AND TESTING
or technicians not employed by our firm. They were
either delivered to our laboratory or picked up: by our
driver. We will accept no responsibility for the inspection
madeonthe jobsite by the inspector, furthermore we
do not take responsibility for any information on this
report other than the strength as tested and reported.
ASTM C39 BREAKS: I=CONE. - ll=CONE AND SPLIT
s
i
ERR A
III=COLUMNAR - IV --SHEAR - V -=-Sl FRACTURES - VI=POINTED
Project !game & Address
Inspection Type(s)
Inspection Date(s)
Report of Special Inspection
'f-Sdol a - 0051)
[ ] Periodic [ Y ] Continuous
Total Inspection Time Each Day:
List Items Requiring Correction, include uncorrected items previously listed
Comments:
To the best of my knowledge, the work inspected was in accordance with the Building Department
approved design drawings, specifications and applicable workmanship provisions of the U.B.C.
except as noted above.
Signed: ^1�1>JJ rf Gy� Date
Print Full Name: �'w lJtl'�- Registration No. C`[6& - CONCRE"
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