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C. instantpoolscapes@gmail.com Pool and/or Spa Noise report for residence at 333 Santa Ana Ave., N. B., CA At about noon on Tuesday, September 15, 2020 1 measured pool and/or spa equipment noise at your nearest neighbor's residence to test for compliance with the Newport Beach noise regulation (10.26.025). Newport Beach Residential Noise Standard For Noise Zone 1 (residential) the C.D.M. and N. B. regulation's daytime noise level standard (maximum noise level from 10 p.m. to 7 a.m.) is 55 dBA — corrected for ambient noise. The nighttime noise standard (max noise level from 7 a.m. to 10 p.m.) is 50 dBA. The measurement is corrected for ambient noise and rounded to the nearest decibel as shown below. I am pleased to report that measured pool and or spa apparatus noise meets the Newport Beach noise standard for 24-hour use. Pertinent details of my findings are reported below. Locations and values of daytime noise measurements Uncorrected pool and or spa noise + ambient noise measured at property line: 50.03 dBA Ambient noise level measured at this location: 44.23 dBA Pool and or spa equipment noise corrected for ambient noise: Pool and or spa equipment noise rounded to the nearest decibel: J-8 d8A 48 dBA (Pass for 24-hour use) The currently installed pool and or spa apparatus noise of 48 dBA meets the Newport Beach noise code for both "daytime' use (7 a.m. to 10 p.m.) and "nighttime" use (10 p.m. to 7 a.m.), since the noise corrected for ambient does not exceed 50 dBA. If you have any questions about this report, please do not hesitate to contact me at (714) 373-3050 or by email at dlubman@dlacoustics.com �( Sincerely yours, .CJ QflTld Dbt l QiT'Y/'I VY6 David Lubman, FASA, FINCE "tO c-ti(111 & TCN611g, A.J� 411 rc tV L ab C'. O6J1-6163 o go r14 52b-3441 (56?19it--9FAX 15(,,)946-0026 CONCRETE: FIELD DATA ON TEST SPECIMENS 33 a Salk, R-61 --- ASTM C31, C138, C143, C172, C173, C231, C1064 --- AWo MORTAR: SHOTCRETE: X CORES: GUNITE: ADDRESS: 333 SANTA ANA, NEWPORT BCH JOB #: DATE: 07/14/2020 JOB NAME: BARIENBROCK PERMIT M X2020-0064 ISSUED BY: ARCHITECT: ENGINEER: LACHER ENGINEERING CONTRACTOR: INSTANT POOLSCAPES SUB: OLMAS POOL PLASTERING LOCATION IN STRUCTURE: ( PANEL) WALL OF SPA LOT #: TRACT: PHASE: CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 112 -1 TYPE OF CEMENT: V ADMIXTURE: TICKET #: SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 08:15 DATE CAST: 06/08/2020 RECEIVED AT LAB: 06/15/2020 SPECIMENS MADE BY: KELLY LUIZ SPECIFIED PSI @ 28 Days: 4500 LAB #: 160717 CLIENT: RICHARD LUIZ 1 G J 1 u\ V n a v SAMPLE IDENTIFICATION: 1994845 1994846 1994847 AGE DAYS: 28 28 28 DATE TEST: 07/06/2020 07/06/2020 07/06/2020 SIZE (in.): Height X Diameter 7.000 X 3.650 7.000 X 3.650 7.000 X 3.650 AREA (in.A'): 10.46 10.46 10.46 CRUSH LOAD (lbs.): 49670 5034048530 COMPRESSIVE STRENGTH (psi.): 4750 4810 4640 HEIGHT -DIAMETER RATIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: III III III C.T.M. USED: Forney96 Forney96 Forney96 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: NOTICE:These test results are from samples cast by inspectors 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 made on the 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 RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING ZAFAR AHME PRINCIPAL ENGINEER 111=COLUMNAR - IV=SHEAR - V --SIDE FRACTURES - VI=POINTED Project Name & Address Inspection Type(s) Inspection Date(s) Report of Special Inspection �- 8-.10 [ 1 Periodic [ X 1 Continuous Describe Inspection MadeincludingLocatins: Total Inspection Time Each Day: List Items Requiring Correction, include uncorrected items previously listed I 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: Z"����Lu �� Date b 8 I 1 + Print Full Name: IL -1={+'z Registration No. CONCRETE J FORM 51-02: X,