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HomeMy WebLinkAboutDEVELOPMENT AGREEMENTHoag Memorial Hospital Presbyterian Development Agreement August 2010 Turning Challenges into Victories 1 San Joaquin Plaza #230 Newport beach, CA 9266o www.govsol.com (949) 717-7943 • • • Project Status Report August, 2010 Supplement to June, 2010 Supplement for March 31, 2009 through March 12, 2010 Second Annual Review of the Development Agreement Between the City of Newport Beach And Hoag Memorial Hospital Presbyterian On April 27, 2010, the Newport Beach City Council held a public hearing on Hoag Memorial Hospital Presbyterian — Development Agreement Annual Compliance Review for the period of March 31,2009 through March 12, 2010 and determined Hoag Hospital to be in good faith compliance with the terms of the Development Agreement except for certain conditions and mitigation measures discussed in the public hearing. This report has therefore been prepared as a supplement to the March 12, 2010, Second Annual Review of the Development Agreement to provide further information requested by the staff and City Council. Additionally, it should be noted that an additional supplemental report was completed in June, 2010, which was submitted to City Staff and reference herein. June , 2010 Supplement : Cogeneration Plant Energy Curtailment Monthly Cogeneration, Plant Reports for the months of July, August, October, November, December 2009, and January, February 2010, were attached in the March 12th report. As a supplement to that report, the reports for the months of March and April 2010, were submitted to City Staff on disc. Additionally, a memo from the Engineer of Record, Michael Trzepacz, P.E. which provided a Period Summary report has been submitted to City Staff. August, 2010 Supplement: Cogeneration Plant Energy Curtailment During the months of October 2009 to April 2010, the weather station on Hoag's Lower Campus provided data to the Co -generation plant operators and activated the alarm when the identified plume atmospheric conditions were present. When the alarm sounded, staff confirmed the cooling tower heat rejection load (BTU/hr) levels were below the established threshold criteria for tower heat rejection. If conditions were under the threshold for heat rejection no additional action was necessary and none was taken. (Should the levels be above the established threshold, additional action would be taken, including a load shift to the upper campus power plant). During the months of October 2009 through April 2010 there were no times when the cooling tower heat rejection load exceeded the threshold limit resulting in maximizing responses to prevailing weather conditions due to the following . October, November and December 2009 - Scheduled maintenance of each of the three Caterpillar generators and absorption units allowed Hoag to insure heat rejection remained at 66% of full capacity by taking down one generator and chiller per month during this period. • • January, February, March and April 2010 - Protocols were put into place to utilize a combination of thermal loading and Toad shifting to the Upper Campus power plant to proactively manage the heat rejection to the prescriptive levels. Mitigation Measures and PC Text Requirements Noise — West Hoag Drive June, 2010 Supplement Mitigation Measure: PDF 3.4-1— Villa Balboa Window Installation Copies of the 18 letters that were sent to Villa Balboa residents providing notice of their eligibility to have windows and sliding glass door(s) in their condominiums upgraded as part of the Noise Abatement Program being offered by Hoag were submitted to City Staff. These letters were sent on May 24, 2010 by certified mail return receipt requested and gave each owner a 45-day period to respond with a request to participate in the Noise Abatement Program. The eligible condominium owners were informed that the windows and sliding glass door(s) noise attenuation improvements will be installed by a qualified and licensed contractor retained by the Villa Balboa Community Association, the cost of which shall be reimbursed by Hoag to the Association pursuant to the bid estimate approved by the City of Newport Beach. Once this 45-day period to respond has run, Hoag will fund the window installations for those residents, responding to the notice. Hoag is in good faith compliance with this mitigation measure and will fully meet its obligations by funding the windows and sliding glass door(s). August, 2010 Supplement As of August 10, 2010, all eligible Villa Balboa condominium owners have responded positively indicating their election to participate in the Noise Abatement Program. Based on the responses, Hoag has fulfilled its full obligation under this mitigation measure by depositing a check in the amount of $499,142.00 into the IronStone Bank, established by the Villa Balboa Community Association for escrowing the funds to fully pay for the condominium windows/sliding glass doors upgrades. Mitigation Measures 3.4-2/3.4-3 Heating, Ventilation and Air Conditioning for Ancillary Building and West Tower. March 12, 2010 Report: As of last year's update, Hoag had proceeded in good faith to complete the requirements of these mitigation measures in the following manner. The West Tower sound louvers were installed on January 9, 2009 and were sound tested in February and met noise standards. The Ancillary Building roof top sound wall was completed in August, 2008. The plans for the relocation of the kitchen exhaust equipment into a mechanical enclosure for the Ancillary Building are completed and were submitted to OSHPD on August 22, 2008 and permits were received on March 17, 2009. The final permit showing completion of the project by OSHPD was submitted to City Staff. During this last year, Hoag finished the work required in these mitigation measures and as noted in the above referenced noise analysis by RS Acoustics, Hoag has redesigned the kitchen exhaust fans • • • and penthouse enclosure located on the rooftop of the ancillary building per the requirements. With the completion of these improvements, Hoag complies with the day time noise standards and is slightly higher by 1 dBA than the requirement in the nighttime. Once the Sound Wall is complete, Hoag anticipates it will be in complete compliance with all noise standards. June, 2010 Supplement An updated Acoustical Study, completed on April 26, 2010, by RS Acoustics, Inc. was submitted to City Staff. This study was conducted after the new sound wall along West Hoag Drive was complete. Per the study, Hoag meets or exceeds the noise standards as set forth in the Development Agreement and is now in full compliance with the noise requirements. August, 2010 Supplement Please find attached (August Attachment 1), an updated Acoustical Study, completed on August 1, 2010 by RS Acoustics, Inc. The study concludes (see section 3.1 p. 18) that Hoag meets or exceeds the noise standards as set forth in the Development Agreement and is now in full compliance with the noise requirements. June, 2010 Supplement Mitigation Measure 3.4=5 — Loading Dock Sound Absorption Panels "Sound absorption panels on the east wall of the loading dock shall be installed. Approximately 450 square feet of absorptive panels shall be used to cover major portions of the back of the loading dock area. The Noise -Foil panels by Industrial Acoustics or a panel with an equivalent or better sound rating shall be used" A sketch was submitted to City Staff, labeled "Mitigation Measures, 3.4-5 and 3.4-6", Sound Panels of approximately 950 square feet ( 500 square feet more than required by the mitigation measure) made with Noise Foil Panels will be mounted to the building, per the mitigation measure. It was anticipated that the plans would be submitted to OSHPD by June 17, 2010, and construction would commence by the end of August, 2010. August, 2010 Supplement On July 13, 2010, OSHPD has issued building permit (August Attachment 2) for the Loading Dock Sound Panels. Construction has commenced and will be completed by September 10, 2011. June, 2010 Supplement Mitigation Measure 3.4-6 — Relocation of the Trash Compactor "The trash compactor shall be relocated within the loading dock. The trash compactor and baler shall be enclosed in a three -sided structure. The walls shall be concrete block or similar masonry • • • construction. The roof shall be lightweight concrete roof or a plywood surface with concrete tiles; a built-up roof with 5'S" of insulation on the inside would be an acceptable alternative. The open side shall face away from the residents. Doors may be on the side of the enclosure facing residents, but must be closed when the baler or compactor are operating. The compactor and baler should only be operated between the hours of 7:00 AM and. 7:00 PM." This mitigation measure will be met in the following manner. The trash compactor area currently has one exterior louvered wall adjacent to it. Hoag is proposing to install a modified enclosure on the two remaining exterior exposed areas facing West Hoag Drive as follows; the front gate will be constructed with the Sound Fighter wall materials, the north wall will be constructed with an exterior grade framed lath and plaster insulated wall system. The baler will be partially enclosed on two sides with the Sound Fighter panels. The doors will be closed when the compactor is operating. The compactor and baler willbe operated between the hours of 7:00 AM and 7:00 PM. Plans were to be submitted to both the City and OSHPD within 60 days. August, 2010 Supplement Based on further input from City Staff, the trash compactor area has been redesigned as follows: (See attached photos and drawing of the Enclosure for Trash Compactor & Baler —August Attachment 3) The trash compactor/sanitizer will be enclosed on the north and south sides with an exterior metal panel system. The interior of the walls will be lined with Noise Foil Panels as recommended by the acoustical engineer. The roof will be constructed of metal decking with a waterproof membrane and be constructed similar to the north and south walls and will have a bellow material to wrap around the trash enclosure to allow for movement. The east wall of the compactor/sanitizer will be open for access. The west wall of the loading clock will be lined from north to south with Noise Foil Panels as recommended by the acoustical engineer. The baler will be constructed with three walls on the east, west, and south sides. The north side will remain open for access. The roof of the baler enclosure will be constructed of the same materials as the compactor/sanitizer roof structure noted above. The compactor and baler will be operated between the hours of 7:00 AM and 7:00 PM. Plans will be submitted to both the City and OSHPD within 60 days. With the construction of the Trash Compactor and Baler Enclosure as described above, Hoag believes they are in good faith partial and substantial compliance with the Mitigation Measure for an interim period until such time when the trash compactor will be relocated and full compliance will be achieved as part of Hoag's construction of a new structure or structures on the Upper Campus requiring the transfer of buildable square footage from the Lower Campus and reconfiguration of the loading dock. • Attachment i Acoustical Report • • • • • RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 Consultants in Architectural Acoustics and Noise Control P (661) 251-3965 F (661) 310-3783 ACOUSTICAL MEASUREMENT PROGRAM TEST REPORT HOAG MEMORIAL HOSPITAL PRESBYTERIAN NEWPORT BEACH, CALIFORNIA Prepared for: Hoag Memorial Hospital Presbyterian One Hoag Road Newport Beach, CA 92658 Prepared by: RS Acoustics Inc. 15751 Beaver Run Rd. Canyon Country, CA 91387 Phone: (661) 251-3965 Fax: (661) 310-3783 Date: 1 August 2010 Report No. 010410R3 This report presents the results of an acoustical noise measurement program conducted at the Hoag Memorial Hospital Presbyterian campus in Newport Beach, California. This report is part of an annual review to determine the current noise environment and whether implementation of noise mitigation measures have successfully achieved the design criterion for noise sources located within the Hoag Memorial Hospital Presbyterian complex. • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 2 Table of Contents Title Section Page Project Description 1.1 3 Community Noise Assessment Metrics 1.2 3 City of Newport Beach Noise Standards 1.3 5 Hoag Memorial Hospital Planned Community Development Criteria & District Regulations 1.4 7 Summary of Noise Standards and Criteria 1.5 8 Test Equipment 1.6 9 Ancillary Building and West Tower Mechanical Equipment 2.1 9 Ancillary Building Rooftop Mechanical Equipment 2.1.1 9 West Tower Mechanical Equipment Room 2.1.2 10 Main Loading Dock 2.2 10 Daytime Noise Levels & Activity 2.2.1 10 Nighttime Noise Levels & Activity 2.2.2 12 Supplementary Mitigation Measures 2.2.3 12 Dietary Loading Dock Noise Levels & Activity 2.3 12 Daytime Noise Measurements & Activity 2.3.1 12 Nighttime Noise Levels & Activity 2.3.2 13 Cogeneration Facility Noise Levels & Activity 2.4 13 Daytime Noise Measurements & Activity 2.4.1 13 Nighttime Noise Levels & Activity 2.4.2 14 General Ambient Conditions 2.5 15 Catalina Drive & Old Newport Blvd. 2.5.1 15 Superior Avenue & Sunset View Park 2.5.2 16 Sunset View Park & West Hoag Road 2.5.3 16 200 Paris Lane -Villa Balboa Condominium Complex 2.6 16 Measurements at Unit 304 — 260 Cagney Lane 2.7 17 Daytime Noise Measurements 2.7.1 17 Nighttime Noise Measurements 2.7.2 18 Conclusion and Summary of Acoustical Testing Results 3.1 18 Appendix A-1 — A-34 RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 3 1.1 Project Description Hoag Memorial Hospital Presbyterian is located at One Hoag Drive in Newport Beach, California as shown on the vicinity map on Figure 1. The hospital campus is split into two distinct planning sections described as the "Upper Campus" to the north, and the "Lower Campus" to the south. The Upper Campus section is bordered by Hospital Road to the north, West Hoag Drive to the west, Newport Boulevard (55) to the east, and a hospital multi -level parking structure extends south to the Newport Blvd. off -ramp connecting Newport Blvd. to Pacific Coast Highway. The Lower Campus section is bordered to the north by Sunset View Park and Villa Balboa townhomes, Superior Avenue to the west, Newport Blvd. to the east, and the southern boundary is bounded by Pacific Coast Highway (Highway 1). Recently a new acoustical barrier ranging from 18' to 23' high was constructed along the west side of West Hoag Drive to shield loading dock generated noise from the residences immediately west of the site. The barrier is constructed of perforated material with a sound absorptive filler on the side facing towards the hospital, and a solid material facing towards the residences of the Villa Balboa Complex. 1.2 Community. Noise Assessment Metrics In general, community noise measurements or assessments refer to descriptions of the exterior noise environment in the vicinity of inhabited areas. Descriptions of noise usually include the time and spatial variations in the outdoor noise environment throughout a specific area so that descriptions are relevant to the effect on people within the specified area. Outdoor noise environments vary greatly in magnitude and character among locations throughout a community — from the quiet suburban areas bordering on farmland, to the din of traffic in downtown city streets. They generally vary with time of day, being relatively quiet at night when activities are minimal and noisier in morning and afternoons during peak traffic periods. Noise or unwanted sound is complex and may be comprised of a broad range of sounds often including low and high frequency components, which may also occur at differing decibel levels. To help simplify and quantify the human judgment of relative loudness and provide a simple single -number rating system, the A -weighting network was developed. A -weighted sound level "db(A)" is one of the most widely used methods of stating community noise design goals and regulations in terms of a single number rating system. A -weighted sound levels are obtained with a sound level meter incorporating an electronic weighting network that de-emphasizes the low frequency portions of the noise spectrum, to automatically compensate for the lower sensitivity of the human ear to low frequency sounds. High frequency components of sound,1000Hz and above are relatively unchanged in A -weighting networks as the human ear is fairly equally sensitive to all sounds occurring in this high frequency range. The single A -weighted number is the sum of all A -weighted sound energy within a given range incorporating the 32Hz to 8000Hz octave bands. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 4 The City of Newport Beach, as is typical of most other cities, utilizes A -weighted sound levels in their noise ordinance to quantify allowable noise levels which are averaged over a specific time period. This time component is specified to allow for varying noise conditions such as the fluctuating noise levels associated with vehicular traffic stopping or accelerating from an intersection. The resultant level would be the average of all sound levels measured within the stated time period. Vicinity Map -xc vy — t- - -- -�E -- ---1— •-"`} ,am;-r -� =., 2- arawmi nil `e4- ♦ , /._ _ _ �• as 1-w' O£ST CM ♦ E-- i cu &L 5 4 \ W- S COM COIF CM • —•"" i 7 T C15 Rnt .F. 1 � SYOAL - _: 1 ♦�w-_, .� "1 ,, •'1 i N E s _ . ,1-1 ag.Memorial No Presbyterian Figure 1 The noise ordinance of The City of Newport Beach requires that noise measurements be conducted and averaged over a 15 minute period, with a sound level meter set for a slow response averaging time. The result is termed a "15 minute Ley", (Equivalent Noise Level) and is measured and presented in A - weighted decibels levels. By definition, a 15 minute Leg is the A -weighted sound level corresponding to a steady-state sound level containing the same total energy as a time -varying signal over the 15 minute period. For brief or short duration sounds such as sounds from impacts, The City of Newport Beach utilizes the Lmax metric or Maximum Sound Level. This metric is also expressed in A -weighted decibels, and per the requirements of the ordinance is measured at the slow response averaging time. Lmex noise levels quantify the highest sound level measured or recorded during a designated time interval or event. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 • F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 5 1.3 City of Newport Beach Noise Standards 10.26.025 Exterior Noise Standards A. The following noise standards, unless otherwise specifically indicated, shall apply to all property with a designated noise zone: Noise Zone Type of Land Use Measuring Metric (A-wtd) Daytime Nighttime Allowable Exterior Noise Level (Leq) 10:00 pm — 7:00 am Allowable Exterior Noise Level (Leq) . 7:00 am —10:00 pm I Single-, two-, or multiple -family residential. 15 minute Leq 55 dB(A) 50 dB(A) *Lmax 75 dB(A) 70 dB(A) II Commercial 15 minute Leq 65 dB(A) 60 dB(A) *Lmax 85 dB(A) 80 dB(A) III Mixed Use Residential** 15 minute Leq 60 dB(A) 50 dB(A) *Lmax 80 dB(A) 70 dB(A) IV Industrial or Manufacturing 15 minute Leq 70 dB(A) 70 dB(A) *Lmax 90 dB(A) 90 dB(A) 10.26.030 Interior Noise Standards Noise Zone Type of Land Use Measuring Metric (A-wtd) Daytime Nighttime Allowable Interior Noise Level (Leq) 10:00 pm — 7:00 am Allowable Interior Noise Level (Leq) 7:00 am —10:00 pm I Residential. 15 minute Leq 45 dB(A) 40 dB(A) *Lmax 65 dB(A) 60 dB(A) III Residential portions of mixed use properties** 15 minute Leq 45 dB(A) 40 dB(A) *Lmax 65 dB(A) 60 dB(A) * Lmax levels defined in B.2 below ** Residential properties within 100' of commercial property line defined in D. below. If the ambient noise level exceeds the resulting standard, the ambient shall be the standard. B. It is unlawful for any person at any location within the incorporated area of the City to create any noise, or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person, which causes the noise level when measured on any other property, to exceed either of the following: 1. The noise standard for the applicable zone for any fifteen -minute period; 2. A maximum instantaneous noise level equal to the value of the noise standard plus twenty (20) DBA for any period of time (measured using A -weighted slow response). C. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under said category shall be increased to reflect the maximum ambient noise level. D. The Noise Zone III standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property, if the intruding noise originates from that commercial property. RS ACOUSTICS inc. 15751 Beaver Rim Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 6 E. If the measurement location is on boundary between two different noise zones, the lower noise level standard applicable to the noise zone shall apply. (Ord. 95-53 § 1, 1995; Ord. 95-38 § 11 (part), 1995) As discussed in the following section, the ordinance defines the locations where acoustical measurements are to be made to determine compliance with the noise standard criteria. 10.26.055 Noise Level Measurement A. The location selected for measuring exterior noise levels in a residential area shall be at any part of a private yard, patio, deck or balcony normally used for human activity and identified by the owner of the affected property as suspected of exceeding the noise level standard. This location may be the closest point in the private yard or patio, or on the deck or balcony, to the noise source, but should not be located in nonhuman activity areas such as trash container storage areas, planter beds, above or contacting a property line fence, or other areas not normally used as part of the yard, patio, deck or balcony. The location selected for measuring exterior noise levels in a nonresidential area shall be at the closest point to the noise source. The measurement microphone height shall be five feet above finish elevation or, in the case of a deck or balcony, the measurement microphone height shall be five feet above the finished floor level. B. The location selected for measuring interior noise levels shall be made within the affected residential unit. The measurements shall be made at a point at least four feet from the wall, ceiling or floor, or within the frame of a window opening, nearest the noise source. The measurements shall be made with windows in an open position. (Ord. 95-38 § 11 (part), 1995) Special provisions for Heating, Venting and Air Conditioning equipment are provided for in the ordinance as follows: 10.26.045 Heating, Venting and Air Conditioning — Special Provisions A. New HVAC Equipment. New permits for heating, venting and air conditioning (HVAC) equipment in or adjacent to residential areas shall be issued only where installations can be shown by computation, based on the sound rating of the proposed equipment, not to exceed an A -weighted sound pressure level of fifty (50) dB(A) or not to exceed an A -weighted sound pressure level of fifty-five (55) dB(A) and be installed with a timing device that will deactivate the equipment during the hours of ten p.m. to seven a.m. The method of computation used shall be that specified in "Standard Application of Sound Rated Outdoor Unitary Equipment," Standard 275, Air conditioning and Refrigeration Institute, 1984 or latest revision thereof. B. Existing HVAC Equipment. 1. HVAC equipment legally installed prior to April 22,1981, shall be permitted to operate with an exterior noise limit of sixty-five (65) dB(A) until January 1,1998. 2. HVAC equipment legally installed prior to April 22,1981, shall be exempted from the interior noise level standard as specified in Section 10.26.030 of this chapter until January 1,1998. 3. HVAC equipment legally installed after April 22, 1981, and prior to the date of adoption of this chapter shall not exceed a maximum exterior noise limit of fifty- five (55) dBA during the ninety -day compliance period set forth in Section 10.26.005. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 7 C. In the event that HVAC equipment cannot meet the requirements set forth in this chapter, then the exterior noise limit for such equipment may be raised to sixty-five (65) dBA and exempted from the interior noise level standard as specified in Section 10.26.030 of this chapter, provided that the applicant obtains the written consent of all the owners of the affected properties. (Ord. 95-38 § 11 (part), 1995) 1.4 . Hoag Memorial Hospital Planned Community Development _Criteria & District Regulations Amendment to Restated Development Agreement Paragraph 1.17 Noise Limitation The existing Planned Community (PC) Text provides that noise generated from Hoag Hospital from new mechanical appurtenances shall not exceed 55 dB(A) at the Property lines. This noise limitation was established prior to the adoption of the City's Noise Element in the General Plan and Noise Ordinance. It is proposed that noise generated and originating from the Property be governed by the city Noise Ordinance with certain exceptions. Planned Community Development Criteria and District Regulations M. Noise Standards Noise generated at the Hoag Hospital property shall be governed by the City.of Newport Beach Noise Ordinance, except as noted below for the Loading Dock Area. Refer to Figure 2, Loading Dock Area Location for effected areas. 1. The applicable noise standard at the Hoag Hospital property line adjacent to the loading dock area shall be as follows: 7:00 am -10:00 pm 10:00 pm - 7:00 am Daytime Nighttime 55 dB(A) Leg (15 min) 65 dB(A) 2. Within the Loading Dock Area during daytime hours, vehicles shall be exempt from applicable noise standards as listed above. Vehicle idling shall be prohibited on West Hoag Drive and within the loading dock areas, except that refrigerated vehicles may idle while at the loading docks when refrigeration is necessary. In addition, the grease pit cleaning which is exempt from the City Noise Ordinance as a maintenance activity shall occur on a Saturday between the hours of 11:00 am and 3:00 pm. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 8 UPPER CAMPUS I':f05P7LfC801f--� F•7 Is. AI LEGEND .ram ,:` :''7- fJ .=- r if jC 2 PROPERTY LINE AS IMMURED IN SECTION A[1.. DISTRICT REGUUATONS LOADING DOCK AREA ASMEWED INSECTIONM2.,DISTRICTREGULATIONS LOADING DOCK AREA HOAG MEMORIAL HOSPITAL PRESBYTERIAN Figure 2 1.5 Summary of Noise Standards and Criteria In general, there are two discrete and separate noise sources generated within the Hoag Hospital campus that are the main objectives of this report. The first being building mechanical equipment noise from fixed sources, and the second being the fluctuating noise activity associated with the daytime operation of the main loading dock. Based on the Planned Community Development Criteria and District Regulations in the previous section, hospital building mechanical equipment should comply with the standards of the City of Newport Beach, and noise generated in the general area of the loading dock area is to comply with the standards of the PC development Criteria. Per the City ordinance, the location for measuring exterior noise levels in a residential area shall be at any part of a private yard, patio, deck or balcony normally used for human activity. Per the PC text, the location for measuring loading dock activity shall be directly at the property line. Our measurements of mechanical equipment were on Hoag Hospital property near or at the property line and also on the residential property allowable by City ordinance. Because sound level decreases with RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 9 increased distance from the source, we would anticipate that the mechanical equipment noise levels measured at the property line would be slightly less if they were measured within the unoccupied areas of the residential complex. 1.6 Test Equipment Noise levels measurements were conducted with the following equipment which was calibrated immediately prior to and following the test procedures: • Larson Davis Type 824 Type 1 integrating one-third octave band sound level meter • Larson Davis Model PRM902 microphone preamplifier • Larson Davis Type CAL200 precision Class 1 sound level calibrator calibrated to a reference traceable to the National Institute of Standards and Technology. • Larson Davis Type 25601/2" microphone accepted to meet the specifications of IEC 60651 and ANSI S1.4-1983 Type 1. The measurement equipment satisfies the American National Standards Institute (ANSI) Standard 1.4 for Type 1 precision sound level measurements. 2.1 Ancillary Building and West. Tower Mechanical Equipment Noise level measurements of the Ancillary building rooftop mechanical equipment and West Tower Mechanical Equipment room were conducted on 13 April 2010 starting at 12:00 am (midnight) when the influence of offsite noise sources and traffic is reduced. In order to measure the worst case noise levels, we utilized a 35' telescoping microphone stand to elevate the measuring microphone to an elevation intersecting the rooftop equipment and the upper level condominium residences which have a fairly direct line of sight to the rooftop. The measurement positions were approximately 15' east of the West Hoag Drive curb nearest the property line due to the fenced off construction zone area. See Appendix sheet A-2 for ancillary building measuring locations and sheet A-3 for West Tower mechanical equipment measuring locations. 2.1.1 Ancillary Building Rooftop Mechanical Equipment There is an acoustical barrier located along the parapet of the Ancillary building which extends from approximately 18" above the deck to 7' above the deck intended to shield and reduce noise levels of the rooftop located mechanical equipment. In addition to this acoustical barrier the nearby existing building parapet helps provide attenuation of rooftop mechanical equipment noise which may be flanking through the void underneath the barrier. It is our understanding that all four (4) kitchen grease exhaust fans in the rooftop penthouse were operating during our test. The balance of the rooftop equipment including condensers and multiple mushroom exhaust fans also appeared to be operating. The noise levels were relatively constant over the duration of the test with mechanical equipment being the primary contributor with minor short -duration offsite noises being occasionally audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 10 The measurements resulted in a 15 minute averaged noise level of Leq 51 dB(A) from Ancillary building rooftop equipment thus satisfying the maximum nighttime allowable Leq 55 dB(A) set forth by the Planned Community Development Criteria. 2.1.2 West Tower Mechanical Equipment Room There is an uninterrupted and direct line of sight between the measurement position on the roadbed and the west facing louvers serving the mechanical room. However to reduce any potential effects of reflections and directivity, we utilized a 35' telescoping microphone stand to elevate the measuring microphone to an elevation close to the louvers and to the upper level condominium residences which also have a fairly direct line of sight to the louvers. The noise levels generated by the mechanical room resulted in noise levels of Leq 50.8 dB(A). These levels however most probably indude some noise contribution from the mechanical equipment located on the Ancillary building roof. We did not verify what equipment within the mechanical room was operating during our test. The 15 minute averaged noise level of Leq 50.8 dB(A) generated by the West Tower Mechanical Equipment Room satisfies the maximum nighttime allowable Leq 55 dB(A) set forth by the Planned Community Development Criteria. 2.2 Main Loading Dock 2.2.1 Daytime Noise Measurements & Activity Measurements were conducted on 12 April 2010 during the approximate period between the hours of 6:30 am to 9:00 am. Minor construction was still occurring on West Hoag Road to complete the finish details of the acoustical barrier. This work necessitated the closure of the southbound lane of West Hoag Road. An additional measurement was conducted at the west side of the barrier on 21 June 2010 at 12:45 pm at an elevation of 25' above grade to determine the loading dock noise levels impacting the residences at this higher elevation. Construction along Hoag Drive had been completed prior to our test and both lanes of traffic were open. Measurements were conducted at both east (hospital side) and west (residential side) of the new acoustical barrier. Residential (West) Side of Acoustical Barrier Five (5) separate measurement locations on the west side of the acoustical barrier at 10', 15', and 25' elevations are shown in the Appendix sheets A-4 through A-9. Dock -related activity included deliveries, compactor operation and palletizing cardboard, forklift operation, carts rolling on dock, and occasional unidentified "banging" or hammering noise generated in the loading dock and construction areas. Three separate measurements were conducted during "normal" loading dock operating conditions in the absence of any substantial noise events such as large tractor -trailer deliveries. Positions 1, 3, RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 11 and 4 shown in Appendix sheets A-4, A-6, and A-7 resulted in measured noise levels of Ley 51.4 dB(A), Ley 53.7 dB(A), and Ley 54.0 dB(A) respectively. During our measurement program, the Sani-Pak container (dumpster) was removed from the dock parking lot. This operation which indudes impact sounds and high engine rpm reached 56.8 dB(A) Ley when measured at the residential side of the acoustical barrier. See sheet A-5 in the appendix for additional information. Approximately 45 minutes subsequent to this event, the emptied Sani-Pak container was delivered back to the loading dock which generated 56.4 dB(A) Leq at the residential side of the barrier. (See sheet A-8). When measured at the residential side of the acoustical barrier, the 15 minute averaged noise levels ranging from Ley 51.4 dB(A) to Ley 54.0 dB(A) during "normal" dock operations, and the Ley 56.4 dB(A) to Leq 56.8 dB(A) levels generated during Sani-Pak removal and delivery satisfy the maximum allowable Ley 65 dB(A) set forth by the Planned Community Development Criteria. Hospital (East) Side of Acoustical Barrier Measurements were conducted at the east side of the barrier at the curb of West Hoag Drive directly across from the loading dock. The measuring microphone was located at an elevation of 5' above the road bed for the entirety of the measurement program. Typical dock operations included medium truck deliveries and cardboard compactor operations however large tractor trailer rigs were not present. Noise levels of 75.7 dB(A) Lmax, and a 15 minute average of 59.9 dB(A) Ley were recorded. See appendix sheet A-10 for additional information. Large truck deliveries entered the dock from the north along West Hoag Drive. Generally, to back into the dock, the trucks must be maneuvered in a manner which places the truck motor and exhaust fairly close to the property line and measuring microphone. Two (2) separate tests were conducted during large truck arrival and maneuvering to the loading dock. The first test resulted in an average level of Ley 72.3 dB(A) and an Lmax 84.1 dB(A), and the second test resulted in an average level of Ley 71.1 dB(A) and an Lmax 98.3 dB(A). See appendix sheets A-12 and A-13 respectively for additional information. The text of the Planned Community Development Criteria exempts vehicles from the applicable noise standards. The PC text also uses the property line adjacent to the loading dock as the location of measurements to determine ordinance compliance. It is reasonable to assume that the maximum allowable noise levels of the PC text would pertain to those impacting the residences, or the levels measured at the residential side of the acoustical barrier. The noise levels measured on Hoag Hospital property are well within the property line, and east of the new acoustical barrier should therefore be exempt from the formal requirements of the PC text. That being said, the measured 15 minute average Leq 59.9 dB(A) due to "normal" dock operations described above satisfy the maximum allowable Leq 65 dB(A) set forth by the Planned Community Development Criteria. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 12 2.2.2 Nighttime Noise Measurements & Activity Acoustical measurements near the loading dock at both sides of the acoustical barrier were conducted on 12 April 2010 starting at approximately 10:00 pm. As the loading dock is closed during the nighttime hours, the predominant noise source was offsite traffic, and to a lesser degree mechanical equipment at the hospital. At the east side of the barrier along the curb of Hoag Road, we measured noise levels of 64.6 dB(A) Lmax, and a 15 minute average of 52.5 dB(A) Leq were recorded. (See sheet A-13). At the west side of the barrier near the residential buildings, the nighttime noise levels measured at Position 4 were 45.4 dB(A) Leq with the microphone at a 10' elevation above the landscaping thus satisfying the maximum allowable Leq 55 dB(A) noise levels set forth by the Planned Community Development Criteria. (See sheet A-14). 2.2.3 Supplementary Mitigation Measures Although activity levels from the hospital loading dock are effectively mitigated and satisfy the PC Development Criteria, it is our understanding that additional noise control enclosures are proposed for installation at the cardboard baler and the compactor in the loading dock area. The baler would be enclosed on three sides with acoustical panels having sound absorbing material directly behind a perforated metal facing at the interior side facing the baler, and the exterior facing would be impervious solid sheet metal. The enclosure would be roofed over with similar sound absorbing panels. The beneficial acoustical shielding provided by an enclosure around the baler would directly reduce noise levels at the residential units, especially those closest to the baler. Additionally the sound absorptive interior of the enclosure would theoretically absorb almost all sound impinging upon it and effectively eliminate the sound energy currently reflecting off adjacent buildings, being directed over to the residences; A large compactor and container unit is located at the southeast corner of the loading dock. The primary noise sources of typical daily operation are generated by the power unit, hydraulic ram, and loading of the compactor by hospital personnel. A noise control enclosure of perforated metal panels at the walls and at roof which will completely enclose these noise sources, along with a seal fitting snugly to the compactor will provide a substantial reduction of noise levels by reducing both direct sound energy, and that which is reflected off the perpendicular walls of the adjacent buildings. 2.3 Dietary Loading Dock Noise Levels & Activity 2.3.1 Daytime Noise Measurements & Activity Measurements were conducted on 21 June 2010 starting at approximately 10:00 am at the western curb of West Hoag Road directly across from the dietary loading dock. The measuring microphone was located at an elevation of 5' above the road bed for the entirety of the RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 13 measurement program. The acoustical barrier along the west side of Hoag Road does not occur opposite the Dietary Dock. During the measurement program three (3) small delivery vans entered the loading dock from the north and two (2) departed to the north. Additionally, the compactor located at the north side of the loading dock driveway was loaded and operated. In addition to the deliveries and compactor noise, background noise levels from off -site traffic on Hospital Road and Newport Blvd. were also audible. See appendix sheet A-15 for location and additional information. At the curb directly across from the Dietary Loading dock, the daytime noise levels measured were found to be Ley 62.1 dB(A) which satisfies the maximum allowable Leg 65 dB(A) noise levels set forth by the Planned Community Development Criteria for daytime hours. 2.3.2 Nighttime Noise Measurements & Activity Nighttime noise level measurements were conducted on 12 April 2010 between the hours of 10:30 pm to 11:00 pm. Our measurement location was at the western curb of West Hoag Drive directly across from the dietary loading dock. The measuring microphone was located at an elevation of 5' above the road bed for the entirety of the measurement program. See Appendix pages A-16 for location and additional data. Predominant background noise levels observed near the dietary dock area were primarily from off -site traffic on Hospital Road and Newport Blvd. Hospital mechanical equipment could also be heard in the background. Our measurements resulted in a 15 minute Ley 52.0 dB(A), with a maximum recorded level of L. 69.3 dB(A) at this position which satisfies the maximum allowable Ley 55 dB(A) noise levels set forth by the Planned Community Development Criteria for nighttime hours. 2.4 Cogeneration Facility Noise Levels & Activity It is our understanding that the seasonal cooling needs of the hospital require only one (1) of the four (4) cooling towers in the cogeneration facility to be operational. The number of cooling towers operating during our test was not verified however by our office. 2.4.1 Daytime Noise Measurements & Activity Measurements were conducted on 12 April 2010 during the hours of 1:00 pm to 2:00 pm at approximately 10' from the south face of the condominium at 200 Paris Lane. Measurements were conducted at two elevations, the first at 4' above the roadbed, shown in appendix sheet A-17, and the second at 20' above the road bed as shown on sheet A-18 in the appendix. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 14 Measurements conducted at the 4'-0" elevation determine the noise levels at the lower first floor condominium units which benefit from the acoustical shielding provided by the hospital cogeneration building. The noise levels measured at 20' determine the noise levels experienced at the third floor of the condominiums which may have a direct line -of -sight to the hospital cooling towers and minimal acoustical shielding effects. These upper floor units would experience the greatest noise impact from the cooling towers. During the daytime measurements, the preponderance of ambient noise experienced was due to traffic on the nearby Superior Avenue and to a lesser degree from traffic on Pacific Coast Highway. Except during the quietest moments when traffic flow on Superior was controlled by the signal at Pacific Coast Highway, noise from the cooling towers and cogeneration facility was considered inaudible. With the microphone located at a 4' elevation above the roadbed, we measured Leq 52.7 dB(A) for a 15 minute duration and the maximum level recorded was Lmax 60.7 dB(A). With the microphone raised to the higher 20' elevation, we measured Leq 56.7 dB(A) with a maximum recorded level of Lmax 59.1 dB(A). This section of the residential area is located within 100' from the Hoag Hospital property line and therefore would be considered as Zone III — "Mixed -Use Residential" which utilizes maximum permissible noise level criteria of Leq 50 dB(A) during the night, and Leq 60 dB(A) during the day due to hospital operations. Maximum levels must not exceed Lmax 70 dB(A) during the night and Lmax 80 during the day. With one (1) cooling tower operating, the measured noise levels of Leq 52.7 dB(A) at the 4' elevation and the Leq 56.7 dB(A) at the 20' satisfy the Zone III Noise criteria. The measured Lmax 60.7 dB(A) Lmax 59.1 dB(A) also satisfies the requirements of the Zone III Noise criteria. These measured levels however were generated primarily by offsite traffic sources. An accurate measurement of the cogeneration facility cooling towers can only be accomplished during the nighttime hours when traffic contribution is at the minimum. 2.4.2 Nighttime Noise Measurements & Activity Measurements were conducted on 13 April 2010 during the hours of 1:00 am to 2:00 am at approximately 10' from the south face of the condominium at 200 Paris Lane. Measurements were conducted at two elevations, the first at 4' above the roadbed, shown in appendix sheet A-19, and the second at 20' above the road bed as shown on sheet A-20 in the appendix. During the nighttime measurements of the cogeneration facility, the ambient noise levels experienced was a combination of traffic noise, a street -side transformer exhaust fan, waves crashing at the beach, and the cooling towers within the cogeneration facility. Measurements were conducted in the early morning hours to reduce the effects of offsite noise sources to the extent possible. An exhaust fan serving a subterranean transformer located at the curb on Superior Avenue immediately adjacent to the condominiums was briefly operating intermittently during the entirety RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 15 of our measurement program. The exhaust fan operated for short durations of 2 to 3 seconds automatically and was not under our control. With the microphone located at a 4' elevation above the roadbed, we measured Leq 47.2 dB(A) for a 15 minute duration and the maximum level recorded was Lmax 54.0 dB(A). With the microphone raised to the higher 20' elevation, we measured Leq 48.5 dB(A) with a maximum recorded level of Lmax 59.1 dB(A). Per the City of Newport Beach noise ordinance, noise levels can not exceed Leq 50 dB(A) during the night due to hospital operations, and maximum levels must not exceed Lmax 70 dB(A) at both residential areas and mixed -use areas. With one (1) cooling tower operating, the measured noise levels of Leq 47.2 dB(A) at the 4' elevation and the Leq 48.5 dB(A) at the 20' elevation satisfy the maximum allowable Leq 50 dB(A) noise level criteria. The worst case Lmax 59.1 dB(A) also satisfies the Lmax 70 dB(A) maximum allowable noise level requirements of the Zone III and residential use noise criteria. On 10 July 2008, RS Acoustics Inc. conducted acoustical tests of the cogeneration facility to determine the noise levels generated by the operation of four (4) cooling towers and other associated equipment of the cogeneration facility. During these nighttime tests, we measured the noise levels at the residential condominiums closest to the cooling towers to be Leq 49.5 dB(A) at the worst case upper floor level and the noise levels measured at 5' above grade were found to be Leq 45.3 dB(A). While the Leq 48.5 dB(A) measured at the 20' elevation on 13 April 2010 satisfy the requirements of the noise ordinance when one (1) cooling tower is operating, previous tests show that the operation of all four (4) cooling towers also satisfy the noise ordinance requirements, 2.5 General Ambient Conditions To illustrate the general noise environment in and around the hospital, daytime and nighttime ambient noise measurements were conducted on 12 April and 13 April 2010 at the locations shown in the Appendix. The purpose of these measurements is to document the current conditions and track any changes over time. The noise levels measured in these locations are primarily from traffic sources and aircraft operations only. Specific hospital equipment and on -site operations were of too great a distance and were not contributory to these measurements. 2.5.1 Catalina Drive & Old Newport Blvd. The first location for our measurements was the intersection of Catalina Drive and Old Newport Blvd. This environment consisted of small residences and businesses. The general noise source was traffic along Newport Blvd., and to a lesser extent Pacific Coast Highway. Traffic on Catalina drive was not a major contributor to the ambient noise environment. (See sheets A-21 and A-22). RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 16 Table 2.5.1.a General Ambient Conditions Measurement Location Daytime Nighttime Leq Lmax Leq Lmax Catalina Drive/Old Newport Blvd. 68.2 79.0 57.6 77.7 2.5.2 Superior Avenue & Sunset View Park The second location was at the corner of Superior Avenue and Sunset View Park. Ambient noise levels were from traffic on Superior Avenue and to a lesser degree from traffic accelerating from the stop light at Superior Avenue and Pacific Coast Highway. Occasional conversations from persons walking along Sunset View Park were also included in our daytime measurements. An off -site, underground transformer exhaust fan located on Superior Ave. immediately north of Sunset View Park operated intermittently during the nighttime test sequence. Although the transformer is not part of Hoag Hospital, we did measure the levels which were found to be Leq 59.6 dB(A) and Lmax 80.2 dB(A). See appendix sheet A-25 for additional information. The noise levels measured at nighttime without the transformer operation was found to be Leq 55.1 dB(A) and Lmax 73.6 dB(A). (See sheets A-23 and A-24 for additional information). Table 2.5.2.a General Ambient Conditions Measurement Location Daytime Nighttime Leq Lmax Leq Lmax Superior Ave. and Sunset View Park 59.8 74.4 55.1 73.6 (w/ offsite transformer exhaust fan) 59.6 80.2 2.5.3 Sunset View Park & West Hoag Road The third location was at the corner of Sunset View Park and West Hoag Road. Ambient noise levels were from traffic on Pacific Coast Highway, minor traffic along West Hoag Road, and vehicles within the nearby parking garage. (See sheets A-26 for daytime measurement data and A- 25 for nighttime measurement data). Table 2.5.3.a General Ambient Conditions Measurement Location Daytime Nighttime Leq Lmax Leq Lmax Sunset View Park and West Hoag Road 59.8 74.4 55.1 73.6 2.6 200 Paris Lane - Villa Balboa Condominium Complex Per Term 3 of the Settlement Agreement between Hoag Memorial Hospital Presbyterian and Villa Balboa Community Association, noise shall be measured at 200 Paris Lane annually to verify compliance with the City of Newport Beach Noise Ordinance of the Municipal Code Chapter 10.26. The location of the acoustical measurements is not specified in the Settlement Agreement. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 17 We assume that the intent of Settlement term #3 is the measurement noise generated by the hospital cogeneration facility at the south side of this building, however we additionally measured the ambient noise levels at the northeast corner of 200 Paris Lane, within the complex as shown in Appendix sheets A- 28 and A-29. Noise level measurements within the Villa Balboa complex were conducted on 12 April 2010 starting at approximately 12:40 pm. Two sets of measurements were conducted. The first included noise levels of Villa Balboa related rubbish collection service working at Lille Lane and Paris Lane, and multiple operations of the gates leading to subterranean parking garage with residents arriving and departing. (See appendix sheet A-28). The second measurement was conducted in the absence of these intrusions shown in appendix sheet A-29. The first measurement resulted in Leq 72.6 dB(A) and Lmax 93.2 dB(A). The general ambient noise consisted of traffic noise from Pacific Coast Highway and to a lesser extent, Superior Avenue. Mechanical equipment or other noises from Hoag Hospital were not identifiable. The maximum noise levels measured during the first measurement was from the metal gate operation at the nearby condominiums. The second measurement resulted in Ley 48.4 dB(A) and Lmax 54.8 dB(A). The ambient noise levels were again identifiable as offsite traffic noise from Pacific Coast Highway and Superior Avenue. Acoustical shielding of the condominium buildings provided sufficient noise reduction to make mechanical equipment noise from the hospital cogeneration facility inaudible. 2.7 Measurements at Unit 304 — 260 Cagney Lane Daytime and nighttime noise level measurements at residential Unit 304 on 260 Cagney Lane were conducted on 13 April 2010 to determine the noise environment existing on the exterior balcony which faces the hospital, as also within the unit's interior. This unit was fully furnished and has a direct line of sight to the rooftop mechanical equipment as well as to the louvers located in the west wall of the second story mechanical equipment room of the West Tower. 2.7.1 Daytime Noise Measurements Measurements were conducted on 13 April during the day in the unit's exterior balcony, and within the unit's living room with the windows facing east closed, and again with the windows open. (See sheets A-30, A-31, and A-32 in the appendix). The measuring microphone was located at an elevation of 5' above the floor and centrally located within the balcony, and also centrally located in the interior living room, approximately 5' from the east exterior wall. Background noise levels on the balcony were primarily from off -site traffic, general activity at the hospital including conversations between multiple employees in the outdoor eating area, construction, and hospital mechanical equipment. Exterior noise sources were difficult to accurately distinguish within the unit when the windows are closed. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 18 Interior noise level measurements resulted in a 15 minute Leq 35.4 dB(A), and a maximum level of Lmax 54.5 dB(A) with the windows dosed. Measured noise levels with the exterior windows open resulted in a 15 minute Leq 45.4 dB(A), and a maximum level of Lmax 61.9 dB(A). On the balcony, we measured a 15 minute Leq 56.5 dB(A) from the multiple sources, with a maximum recorded level of Lmax 72.3 dB(A). The measured noise levels of Leq 56.5 dB(A) on the exterior balcony satisfy the maximum allowable Leq 65 dB(A) daytime noise level criteria of the Planned Community Development Criteria. 2.7.2 Nighttime Noise Measurements Measurements were also conducted in Unit 304's exterior balcony and within the unit's living room during the nighttime hours. The measuring microphone was located at an elevation of 5' above the floor and centrally located within the balcony, and also centrally located in the interior living room, approximately 5' from the east exterior wall. (See A-33 and A-34 in the appendix). Background noise levels on the balcony were primarily from off -site traffic and hospital mechanical equipment. Exterior noise sources were difficult to accurately distinguish within the unit when the windows are closed. Interior noise level measurements resulted in a 15 minute Leq 33.9 dB(A), and a maximum level of Lmax 49.7 dB(A) with the windows closed. On the balcony, we measured a 15 minute Leq 51.1 dB(A) from the exterior sources, with a maximum level of Lmax 59.1 dB(A). The noise levels of Leq 51.1 dB(A) measured on the exterior balcony of the residential Unit 304 satisfies the maximum allowable Leq 55 dB(A) nighttime noise level criteria set forth by the Planned Community Development Criteria. 3.1 Conclusion and Summary. of Acoustical Testing Results The following presents a summary of our results which are also included in the following Table 3.1.a. Ancillary Bldg. Rooftop Mechanical Equipment Mechanical equipment at the rooftop of the Ancillary building when measured at nighttime generated Leq - 51.0 dB(A) which satisfies the Leq - 55.0 dB(A) maximum allowable noise level set forth in the Planned Community Development Criteria. West Tower Mechanical Equipment Nighttime measured noise levels of the mechanical equipment in the West Tower mechanical equipment room was Leq - 50.8 dB(A) which satisfies the Leq - 55.0 dB(A) maximum allowable noise level set forth in the Planned Community Development Criteria. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 19 Main Loading Dock Daytime operations from the main loading dock activity generated a worst -case Leg-56.8 dB(A) when measured between the condominiums and new acoustical barrier which satisfies the maximum daytime allowable Leq-65.0 dB(A). . Nighttime noise levels from the loading dock area were Leq-45.4 dB(A) when measured near the residences west of the acoustical barrier which satisfies the Leq-55 maximum allowable noise levels of the Planned Community Development Criteria. Dietary Loading Dock Daytime noise levels measured near the Dietary loading dock were Leq- 62.1 dB(A) and nighttime levels were found to be Leq- 52.0 dB(A) which satisfies the Leq-65 maximum allowable daytime noise levels and the Leq-55 maximum allowable nighttime levels set forth in the Planned Community Development Criteria. Cogeneration Facility Daytime noise measurements of the cogeneration facility produced results of Leq - 52.7 dB(A) at 4' elevation and Leq - 56.7 dB(A) at 20' elevation. The ordinance requires that the cogeneration equipment not exceed Leg - 55.0 dB(A) for Zone I occupancy and Leq - 60.0 dB(A) for Zone III — Mixed Use occupancy. The daytime ambient noise is generated from offsite traffic levels with the cogeneration facility generally inaudible. Nighttime noise levels nearest the residences adjacent to the cogeneration facility were Leg — 47.2 dB(A) at 5' elevation and Leg - 48.5 dB(A) at 20' elevation which satisfies the Leg - 50 dB(A) maximum allowed by the City of Newport Beach ordinance. Previous measurements conducted by RSA resulted in cogeneration facility noise levels of Leg - 45.3 dB(A) at 5' elevation and Leg - 49.5 dB(A) at 20' elevation for all four (4) cooling towers operating. These measurements show that all four cooling towers operating also satisfy the Leg - 50 dB(A) maximum allowable levels allowed by the City of Newport Beach. 200 Paris Lane Noise measurements at the north side of 200 Paris Lane within the Villa Balboa complex were generated by sources within the complex and offsite traffic. Noise from Hoag Hospital equipment or operations were inaudible RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 20 TABLE 3.1.a SUMMARY OF ACOUSTICAL TEST RESULTS OBJECT(S) TESTED MEASUREMENT DESCRIPTION DAY NIGHT LEQ LMAX LEQ LMAX Measured Levels dB(A) Measured Levels dB(A) Measured Levels dB(A) Measured Levels dB(A) Ancillary Building Rooftop Mechanical Equipment Measured at center of West Hoag• Road. Microphone elevated to 35' above roadbed. 51.0 52.8 West Tower Mechanical Equipment Measured at center of West Hoag Road. Microphone elevated to 35' above roadbed. 50.8 55.8 Main Loading Dock Measured between residence and new acoustical barrier at Position 1. Offsite traffic predominant. 51.4 62.6 Measured between residence and new acoustical barrier at Position 2. Includes Sani-Pak removal and lift operation near barrier. 56.8 71.9 Measured between residence and new acoustical barrier at Position 3. Truck deliveries and lift operation noise audible. 53.7 64.4 Measured between residence and new acoustical barrier at Position 4. Deliveries and offsite traffic noise audible. 54.0 65.7 Measured between residence and new acoustical barrier at Position 5. Deliveries and offsite traffic noise audible. 54.6 73.2 Measured between residence and new acoustical barrier at Position 4. Sani-Pak delivery and lift operation audible. 56.4 75.1 Main Loading Dock Measured on Hoag Road curb east of acoustical barrier. General deliveries, compactor, and offsite traffic audible. 59.9 75.7 Measured on Hoag Road curb east of acoustical barrier. Tractor -trailer maneuvering and backing up to loading dock. 72.3 , 84.1 R ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 21 OBJECT(S) TESTED MEASUREMENT DESCRIPTION DAY NIGHT LEQ LMAX LEQ LMAX Measured Levels dB(A) Measured Levels dB(A) Measured Levels dB(A) Measured Levels dB(A) Measured on Hoag Road curb east of acoustical barrier. Tractor -trailer maneuvering and backing up to loading dock for most of test. 71.1 98.3 Main Loading Dock Measured on Hoag Road curb east of acoustical barrier. Loading dock and Hoag Road closed. 52.5 64.6 Measured between residence and new acoustical barrier at Position 4. Loading dock and Hoag Road closed. Offsite traffic predominant. 45.4 67.1 Dietary Loading Dock Measured on curb of Hoag Road immediately across from dock. Construction trucks w/ back-up beepers. 62.1 79.9 Dietary Loading Dock Measured on curb of Hoag Road immediately across from dock. Offsite traffic noise audible. 52.0 69.3 Cogeneration Facility Measured at condominium at 4' elevation 52.7 60.7 Measured at condominium at 20' elevation 56.7 59.1 Cogeneration Facility Measured at condominium at 4' elevation 47.2 54.0 Measured at condominium at 20' elevation '}8.5 49.1 Catalina Dr. & Old Newport Blvd. Measured at 4' elevation 68.2 79.0 Catalina Dr. & Old Newport Blvd. Measured at 4' elevation 57.6 77.7 Superior Ave. & Sunset View Park Measured at 4' elevation 59.8 74.4 RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page 22 OBJECT(S) TESTED MEASUREMENT DESCRIPTION DAY NIGHT LEQ LMAX LEQ LMAX Measured Levels dB(A) Measured Levels dB(A) Measured Levels dB(A) Measured Levels dB(A) Superior Ave. & Sunset View Park Measured at 4' elevation 55.1 73.6 Measured at 4' elevation w/ intermittent transformer fan. 59.6 80.2 West Hoag Road & Sunset View Park , Measured at 4' elevation 61.4 72.2 West Hoag Road & Sunset View Park Measured at 4' elevation 53.3 67.8 200 Paris Lane Measured at 4' elevation with Villa Balboa rubbish truck operation throughout test 72.6 93.2 Measured at 4' elevation. 48.4 54.8 Unit 304 Condominium Measured on exterior balcony facing hospital 56.6 72.3 Interior -living room w/ windows dosed 35.4 54.5 Interior -living room w/ windows open 45.4 61.9 Unit 304 Condominium Measured on exterior balcony facing hospital 51.1 59.1 Interior -living room w/ windows dosed 33.9 49.7 RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-1 APPENDIX A RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-2 Duration seconds 1000 950 900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 100 50 0 Ancillary Building Mechanical Equipment -Nighttime Measured at curb of West Hoag Road ■ ■ <45 46 48 50 Sound Pressure Levels - Dechels 52 • 54 Measticeinent position for AnciU.aiy Bldg. tooftop, `equipment @ 35' above roadbedeievatio +:a` -yam.• _ - ...L3 ''�--.r!. �Itr?. Ancillary Building Mechanical E a ul • menl Measurirt Positions ,AriciiiatyBldg..rooftop inechat5rcat=e it-Onletit Position dB(A) dB(A) Notes Center of Hoag Road approximately 15' from property line. Construction fence blocked direct access to the property line. 51.0 52.8 Mechanical equipment noise audible. Offsite traffic noise from PCH and other arterial roads audible throughout measurement program. Integrating measurements paused during offsite disturbances. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-3 Duration seconds . 600 550 500 450 400 350 300 250 200 150 100 50 0■ 46 West Tower Mechanical Equipment Room - Nighttime Measured at Hoag Road near curb 47 48 49 50 51 52 53 54 55 56 57 58 59 Sound Pressure Levels - Decibels ■ ■ a 60 61 62 WestTawer .Meclr.. Equ p.' +, Roulouvers. %t.OUstical' Maastnenei t9'osition fOINVettliiWor Medi. Rad rn % 15',above roadbed. efevatioar West Tawer..lechanieat Equipment Room Measuring Positions Position dB(A) dB(A) Notes Center of Hoag Road approximately 15' from property line. Construction fence blocked direct access to the property line. 50.8 55.8 Mechanical equipment noise from Ancillary building and West Tower equipment room louvers audible. Offsite traffic noise from PCH and other arterial roads audible throughout measurement program. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 AcousticaFTest Program Report Page A-4 Main Loading Dock - Daytime Measured at Villa Balboa Side of Wall Position 1 win Duration - seconds -+NW . .Cn O) V CO CO O-• NW ..O1O)'V CO COC 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 57 58 59 60 61 62 45 46 47 48 49 50 51 52 53 54 55 56 Sound Pressure Levels - Decibels 16, Measr(i`ement Position #1 (101 above grade)-.. Main Loading Dock Measurement Position ' Ate'• Main Loading ,\.. Dock New Acoustical Barrier, :(schematic).. PositionLeg dB(A) ILMaX dB(A) Notes On grassy area behind new acoustical barrier wall. Microphone was located 10' above landscaped grade. 51.4 62.6 Loading dock activity slightly audible. Speech from workers on Hoag Road close to the wall audible through slot at bottom of wall. Offsite traffic noise from PCH predominant throughout measurement program. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-5 Duration seconds 250 225 200 175 150' 125 100 75 50 25 0 45 Main Loading Dock - Daytime Measured at villa Balboa Side of Wall Position 2 (w/ Sani-Pak pickup) ■ ■ 47 49 51 53 55 57 59 61 63 Sound Pressure Levels - Decibels =r= 65 -`t 67 • 69 ■ ■ 71 Mairr Loading • a� _ ZaDock sr .MeaaUreitterit Po$itiori #2 (.15" above- grade) Main Loading Dock o _ Measurement Position Position dB(A) dB(A) Notes On grassy area behind new acoustical barrier wall. Microphone was located 15' above landscaped grade. 56.8 71.9 Truck loading and removing Sani-Pak container predominantnoise source from loading dock. Operation of hydraulic lift dose to the wall also audible, as was offsite traffic noise from PCH. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-6 Duration seconds 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 45 Main Loading Dock + Daytime Measured at Villa Balboa Side of Wall Position 3 ■ 46 47 48 49 50 51 52 53 54 55 56 57 Sound Pressure Levels - Decibels 58 59 60 f ■ ■ 61 62 63 Measurement Position #3 :(5'°above grade) Main Loading Dock Measurement Position 3 Main: Loading Dock New Acoustical. Berrie (schematic),_ PositionLeq dB(A) Lmax dB(A) Notes On grassy area behind new acoustical barrier wall. Microphone was located 15' above landscaped grade. 53.7 64.4 Truck deliveries, cardboard compactor audible from loading dock. Operation of hydraulic lift close to the wall also audible, as was offsite traffic noise from PCH. RS ACOUSTICS ' c. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-7 Duration seconds 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 46 47 Main Loading Dock - Daytime Measured at Villa Balboa Side of Wall Position 4 ■ ■ 48 49 50 51 52 53 54 55 56 57 58 59 Sound Pressure Levels - Decibels 1- III ■ 60 61 62 63 64 New Acgustical..Barrier (scheriiatic) Main Loading Dock easurement'Position Position dB(A) dB(A) Notes On grassy area behind new acoustical barrier wall. Microphone was located 10' above landscaped grade. 0 65.7 General loading dock noise induding truck deliveries, operation of hydraulic lift close to the wall, and workers hammering and pounding along Hoag Road also audible. Offsite traffic noise from PCH audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-8 Duration - seconds 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Main Loading Dock - Daytime Measured at Villa Balboa Side of Wall Position 4 (w/ Sani-Pak delivery • II ■ • •41 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 Sound Pressure Levels - Decibels SiOA Main Loading Dock t. Measurernent. Position 4tv Position dB(A) dB(A) Notes On grassy area behind new acoustical barrier wall. Microphone was located 10' above landscaped grade. 56.4 75.1 Truck delivering Sani-Pak container predominant noise source from loading dock. Operation of hydraulic lift dose to the wall also audible, as was offsite traffic noise from PCH. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-9 Duration - seconds . 240 220 200 180 160 140 120 100 80 60 40 20 0 Main Loading Dock - Daytime Measured at Villa Balboa Side of Wall Position 5 ■ ■ ■ 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Sound Pressure Levels - Decibels 101 tVi.eastirement Position #5 (25' above gtade) Main Loading Dock Measurement Position Sio Main Loading ��pcR Nerr Acoustical Barrier (schematic) PositionLeq dB(A) Lmax dB(A) Notes On grassy area behind new acoustical barrier wall. Microphone was located 25' above landscaped grade. 6 73 2 Truck deliveries, cardboard compactor, general dock activity noise audible as was offsite traffic noise from PCH. (Measured 21June2010) RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-10 100 90 80 70 60 50 40 30 20 10 0 49 50 Main Loading Dock - Daytime Measured at curb of Hoag Road • 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Sound Pressure Levels - Decibels i 73 I ain :Loading Dock Measurament Po_ sitioonq@ PositionLeq dB(A) Lmax dB(A) Notes On West Hoag Road curb directly across from loading dock. Microphone elevation was 4' above roadbed. 59.9 75.7 Medium truck deliveries and compactor predominant noise source from loading dock. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-11 Duration - seconds 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Main Loading Dock - Daytime Measured at curb of Hoag Road III III 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 Sound Pressure Levels - Decibels See photo on previous page for measurement position. PositionLeg dB(A) LtIlaX dB(A) Notes On West Hoag Road curb directly across from loading dock. Microphone elevation was 4' above roadbed. 72.3 841 Large truck maneuvering and backing into loading dock predominant noise source from loading dock. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-12 0 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Main Loading Dock - Daytime Measured at curb of Hoag Road J • 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 - 88 Sound Pressure Levels - Decibels See photo on previous page for measurement position. PositionLeg dB(A) LIM% dB(A) Notes On West Hoag Road curb directly across from loading dock. Microphone elevation was 4' above roadbed. 71.1 98.3 Large tractor -trailer truck idling, maneuvering and backing into loading dock throughout entire 15 minute measurement. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-13 a 0 G 340 320 300 280 269 240 220 200 180 160 140 120 100 80 60 40 20 0 46 47 Main Loading Dock - Nighttime Measured at curb of Hoag Road ■ ■ • • ■ ■ 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Sound Pressure Levels - Decibels See photo on previous page for measurement position. Position dB(A) dB(A) Notes On West Hoag Road curb directly across from loading dock. Microphone elevation was 4' above roadbed. 52.5 6 Loading dock dosed at nighttime. Offsite traffic predominant noise source as was mechanical equipment operating at the hospital. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-14 Duration seconds 500 475 450 425 400 375 1\\ \i.........."„40_......... 350 325 300 275 250 225 200 175 150 125 100• 75 50 25 0,'. <45.0 Main Loading Dock - Nighttime Measured at Villa Balboa Side of Wall Position 4 * t 1 • ■ ■ u u • 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sound Pressure Levels - Decibels Measurement Position: 44 O0' above grade) Main Loading Dock ' 0,Measurement Position f _:. NeW:Acaustical. Bar e (schettiatic) Position dB(A) dB(A) Notes On grassy area behind new acoustical barrier wall. Microphone was located 10' above landscaped grade. 45.4 . 67.1 Hospital noise inaudible. Predominant noise source was aircraft and offsite traffic noise. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-15 Duration seconds . 200 180 160 140 120 100 80 60 40 20 0 Dietary Loading Dock -Daytime Measured at Property Line ■ • 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 Sound Pressure Levels - Decibels Position dB(A) dB(A) Notes On curb of West Hoag Road directly across from Dietary dock. Microphone was located 4' above roadbed. 62.1 79.9 One large truck idling and departing and (2) van deliveries during measurements. Predominant noise source was offsite and on -site traffic noise. (Measured 21June2010). RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-16 Dietary Loading Dock - Nighttime Measured at curb of Hoag Road 400 380 360 340 320 300 280 . 260 240 8 220 N 200 c 180 'y 160 3 140 0 120 100 80 60 40 20 0 _Ail 57 Decibels 58 59 60 61 62 63 64 45 46 47 48 49 50 51 52 53 54 55 56 Sound Pressure Levels - See photograph previous page for measurement locations. Position dB(A) dB(A) Notes On curb of West Hoag Road directly across from Dietary dock. Microphone was located 4' above roadbed. 52.0 69.3 West Hoag Road dosed as were loading docks. Predominant noise source was offsite traffic and minor aircraft activity. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-17 300 275 250 225 200 175 150 125 100 75 50 25 0 Cogeneration Facility Moasured at Closest Face of Condominium Daytime -4' Above Roadbed 47 48 49 50 51 52 53 54 55 56 w ■ a 57 58 59 60 61 62 Sound Pressure Levels - Decibels A F�ER�OR fi Underground Transformer Vault/Fan Vila Balboa, Condominiums Acousiicat.Measurement Positid & 20' above roadbed) Hoag .Hospital Cogeneration Facility &,Cooling Towers AN. - Acoustical Measurement Position Cogeneration Pacilty Position dB(A) dB(A) Notes At exterior face of condominium. Microphone was located 4' above roadbed. 52.7 60.7 Traffic noise from PCH and Superior Ave. predominant noise source. We were advised only one (1) cooling tower in the cogeneration facility was operating during our testing. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-18 N 300 275 250 225 200 175 150 125 100 75 50 25 0 Cogeneration Facility Measured at Closest Face of Condominium Daytime - 20' Above Roadbed • u • a 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 Sound Pressure levels - Decibels See photograph on previous page for measurement location. PositionLeg dB(A) ',max dB(A) Notes At exterior face of condominium. Microphone was located 20' above roadbed. 56.7 59.1 Traffic noise from PCH and Superior Ave. predominant noise source. We were advised only one (1) cooling tower in the cogeneration facility was operating during our testing. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-19 Duration seconds 200 180 160 140 120 100 80 60 40 20 0■ 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 Sound Pressure Levels - Decibels Cogeneration Facility Measured at Closest Face of Condominium Nighttime - 4' Above Roadbed • See photograph on previous page for measurement location. PositionLeq dB(A) Lmax dB(A) Notes At exterior face of condominium. Microphone was located 4' above roadbed. 47.2 54.0 Offsite traffic noise predominant noise source. Underground exhaust fan ran intermittent throughout test. We were advised only one (1) cooling tower in the cogeneration facility was operating during our testing. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-20 Duration .seconds 300 275 250 225 200 175 150 125 100 75 50 25 0 Cogeneration Facility Measured at Closest Face of Condominium Nighttime - 20' Above Roadbed ■ ■ 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Sound Pressure Levels - Decibels See photograph on previous page for measurement location. Position dB(A) dB(A) Notes At exterior face of condominium. Microphone was located 20' above roadbed. `� 5 49.1 Offsite traffic noise predominant noise source. Underground exhaust fan ran intermittent throughout test. We were advised only one (1) cooling tower in the cogeneration facility was operating during our testing. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-21 Duration - seconds 100 90 80 70 60 50 40 30 20 10 0 Catalina Drive & Old Newport Blvd.- Daytime 54 55 56 57 58 59 60 61 62 63 64- 65 66 67 68 69 70 71 72 73 74 75 76 77 78 Sound Pressure Levels - Decibels Acoustical . Measurement Position_: Catalina &+C :Id.- New • ort Blvd. PositionLeg dB(A) LITIaX dB(A) Notes On curb at intersection of Old Newport Blvd., and Catalina Drive. Microphone was located 4' above curb. 68.2 79.0 General moderate traffic flow conditions. No large truck events during measuring. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-22 Catalina Drive & Old Newport Blvd. - Nighttime 52 54 56 58 60 62 64 66 68 Sound Pressure - Decibels See photograph on previous page for measuring locations. Position dB(A) dB(A) Notes On curb at intersection of Old Newport Blvd., and Catalina Drive. Microphone was located 4' above curb. 57.6 77.7 General moderate traffic flow conditions. No large truck events during measuring. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-23 120 110 100 90 80 70 60 50 40 30 20 10 0 Superior Ave. & Sunset View Park - Daytime 49 51 53 55 57 59 61 63 _65 67 Sound Pressure Levels - Decibels 69 71 ■ 73 • Transformer Vault 4", Abr. AVA16. Balboa Condominiums ‘4 Hoag Hospital Co • en Facilities Acoustical Measurement Position Superior & Sunset View Park Position dB(A) dB(A) Notes At intersection of Superior Avenue and Sunset View Park. Microphone was located 4' above grade. 59.8 74.4 General moderate traffic flow conditions on Superior. No large truck events during measuring. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-24 120 110 100 90 80 70 60 50 40 30 20 10 0 Superior Ave. & Sunset View Park - Nighttime <45.0 46 48 50 52 54 56 58 60 62 Sound Pressure Levels - Decibels 64 66 68 ■ 70 See previous page for measurement locations. Position dB(A) dB(A) Notes At intersection of Superior Avenue and Sunset View Park. Microphone was located 4' above grade. 55.1 73.6 General moderate traffic flow conditions on Superior. No large truck events during measuring. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-25 Duration- seconds 100 90 80 70 60 50 40 30 20 10 Superior Ave. $ Sunset View Park - Nighttime (wi intermittent transformer vault exhaust fan) Ot <45.0 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 Sound Pressure Levels - Decibels 1 78 80 See previous page for measurement locations. PositionLeq dB(A) Lmax dB(A) Notes At intersection of Superior ' Avenue and Sunset View Park. Microphone was located 4' above grade. 59.6 80.2 General moderate traffic flow conditions on Superior. No large truck events during measuring. Exhaust fan serving underground transformer vault ran intermittently during test sequence. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-26 130 120 110 100 90 60 70 60 50 40 30 20 10 0 49 West Hoag Rd. &Sunset View Park - Daytime 51 53 55 57 59 61 63 65 Sound Pressu►e Levels - Dent els 67 69 71 ■ iwAcousticat Measurement Position " Acoustical Measurement Position Sunset View Park & Hoag Road _L._ 11, -1 Position dB(A) dB(A) Notes At intersection of Sunset View Park and West Hoag Road. Microphone was located 4' above grade. 61.4 72.2 Construction noise audible along with a fairly substantial number of vehides entering and leaving the parking structure. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-27 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 West Hoag Rd. & Sunset View Park - Nighttime 45 47 49 51 53 55 57 59 61 Sound Pressure Levels - Decibels 63 65 67 See photograph on previous sheet for measurement positions. Position dB(A) dB(A) Notes At intersection of Sunset View Park and West Hoag Road. Microphone was located 4' above grade. 53.3 67.8 Vehicles driving within and leaving the parking structure. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-28 Duration- seconds 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 200 Paris Lane - Daytime (w/ Villa Balboa rubbish dump trucks) ■ ■ 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 Sound Pressure Levels - Decibels Villa Balboa. Condominiums Acoustical Measurement Position; 200 Paris Lane Acoustics Measurement Position. PositionLeg dB(A) LIM% dB(A) Notes Corner of 200 Paris Lane accessed through Sunset View Park. 72.6 93.2 Rubbish collection trucks working fairly continuously throughout Villa Balboa complex during measurement program. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661') 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-29 250 225 200 175 N 0 150 Es O • 75 125 c • 100 50 25 0 200 Paris Lane - Daytime ■ ■ ■ <45.0 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 Sound Pressure Levels - Decibels PositionLeg dB(A) LEM% dB(A) Notes Corner of 200 Paris Lane accessed through Sunset View Park. 48.4 54.8 No traffic within Villa Balboa during measurement program. Offsite traffic noise from PCH audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-30 200 180 160 140 N -§ 120 100 80 O 60 40 20 0■ 48 Exterior Balcony of Unit 304 Residence Facing East Daytime • ■ 50 52 54 56 58 60 62 Sound Pressure Levels - Decibels 64 • • i—i--• 66 68 Acoustical Measuremen Position (Unit 04: Hoag Hospita Acoustical Measurement Positions andarniniurn Unit. 304 'i SQL -r� Position dB(A) dB(A) Notes Exterior balcony of condominium Unit 304 facing hospital. 56.5 72.3 General noise from hospital including mechanical equipment audible. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-31 0 U m m 275 250 225 200 175 150 125 100 75 50 25 0 31 Interior Living Room of Unit 304. Residence East Facing Windows Closed Daytime 32 33 34 35 36 37 38 Sound Pressure Levels - Decibels 39 • 40 • 41 See previous page for measurement position. PositionLeg dB(A) Lmax dB(A) Notes In living room of Unit 304 with substantial glazing in exterior wall facing hospital. All windows closed. 35.4 54.5 Exterior noise sources generally inaudible in fully furnished living room with windows closed. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-32 425 400 375 350 325 300 275 o 250 225 200 175 E 150 125 100 75 50 25 0 Interior Living Room of Unit 304 Residence East Facing Windows Open Daytime • 41 42 43 44 45 46 47 48 49 50 51 52 ■ • ilk -0 ■ ■ ■ 53 54 55 56 57 58 59 Sound Pressure Levels - Decibels See previous page for measurement position. PositionLeq dB(A) LUX dB(A) _ Notes In living room of Unit 304 with substantial glazing in exterior wall facing hospital. All windows open during test. 45.4 61.9 Exterior noise sources from hospital mechanical equipment, trucks on West Hoag Road generally audible with windows open. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-33 550-. Exterior Balcony of Unit 304 Residence Facing East Nighttinie 500 450 400 350 300 N i 250 B 200 3 150 100 50 o■ 46 . _ • ■ • • ■ ■ ■ a 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sound Pressure Levels - Decibels See previous page for measurement position. Position dB(A) dB(A) Notes Exterior balcony of condominium Unit 304 facing hospital. 51.1 59.1 General mechanical equipment noise from hospital audible. Offsite traffic noise from PCH also audible. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 • Hoag Memorial Hospital Presbyterian 2010 Acoustical Test Program Report Page A-34 Interior Living Room of Unit 304 Residence East Facing Windows Closed Nighttime 350 325 300 275 250 . 225 o co 200 a) `, 175 9 150 173- 125 0 100 75 50 25 0■ 30 ■ ■ 31 32 33 34 35 36 37 38 39 Sound Pressure Levels - Decibels See previous page for measurement position. PositionLeg dB(A) LMaX dB(A) Notes In living room of Unit 304 with substantial glazing in exterior wall facing hospital. All windows dosed during test. 33.9 49.7 Exterior noise sources were inaudible in fully furnished living room with windows closed. RS ACOUSTICS inc. 15751 Beaver Run Rd., Canyon Country, CA 91387 P (661) 251-3965 F (661) 310-3783 Hoag Hospital Mitigation Measure 3.4-6 . Page 1 of 1 Cookie Chrysler From: Cora Newman t: Monday, August 02, 2010 7:16 PM IF • Cookie Chrysler Subject: FW: Hoag Hospital Mitigation Measure 3.4-6 Print for me and label Hoag. From: Dennis D. O'Neil [mailto:doneil@oneil-Ilp.com] Sent: Monday, August 02, 2010 11:06 AM To: dhunt@newportbeachca.gov Cc: debra.legan@hoaghospital.org; cary.brooks@hoaghospital.org; gregg.zoll@hoaghospital.org; Cora Newman Subject: Hoag Hospital Mitigation Measure 3.4-6 David, The pending annual review of the Hoag Hospital Development Agreement requires compliance with Mitigation Measure 3.4-6 dealing with the trash compactor and baler at the loading dock. As we discussed in our meeting last week in your office, Hoag will install the improvements to the trash compactor and baler as required by this Mitigation Measure except for the relocation of the trash compactor. On behalf of Hoag Hospital, I am proposing the following language for your consideration as Hoag's good faith compliance with Mitigation Measure 3.4-6: ere is good faith partial and substantial compliance with Mitigation Measure 3.4-6 for an interim period until such time when the trash compactor will be relocated and full compliance will be achieved as part of Hoag Hospital's construction of a new structure or structures on the Upper Campus requiring the transfer of buildable square footage from the Lower Campus and reconfiguration of the loading dock." Please let me know if this or any modifications you might have are acceptable. Thank you, Denny Dennis D. O'Neil O'Neil LLP 19900 MacArthur Blvd., #1050 Irvine, CA 92612 (949) 798-0734 (tel.) (949) 798-0511 (fax) doneil@oneil-Ilp.com NOTICE TO RECIPIENT: THIS E-MAIL IS ATTORNEY PRIVILEGED AND CONFIDENTIAL AND MEANT ONLY FOR THE REVIEW AND USE OF THE INTENDED RECIPIENT OF THE TRANSMISSION. IF YOU RECEIVED THIS E-MAIL IN ERROR, ANY REVIEW, USE, DISSEMINATION, DISTRIBUTION, OR COPYING OF THIS E-MAIL IS STRICTLY PROHIBITED. PLEASE NOTIFY US IMMEDIATELY OF THE ERROR BY RETURN E-MAIL AND PLEASE DELETE THIS MESSAGE FROM YOUR SYSTEM. THANK YOU IN ADVANCE FOR YOUR COOPERATION. • 8/3/2010 • Attachment 2 Sound Panels for the Loading Dock • • • OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 1600 Ninth Street, Room 420, Sacramento, CA 95814 Phone (916)654-3362 Fax (916)654-2973 1831 Ninth Street, Sacramento, CA 95814 Phone (916)324..9090 Fax (916)324-9145 700 N. Alameda Street, Suite 2-500, Los Angeles, CA 90012 Phone (213)897-0166 Fax (213)897-0168 STRUCTURAL ENGINEERING REPORT — FIELD REVIEW Facility Name and Address HOAG MEMORIAL HOSPITAL ONE HOAG DRIVE NEWPORT BEACH, CA 92658 Contractor Inspector of Record . . Telephone No. Todd Davis 714-920-2590 Facility ID No. Project Number 10428 SL101454-30 Date "G" Sub No. 7/13/10 Project % Complete Building Permit ■ Yes 0 No Approved Plans ■ Yes ❑ No Change Orders Pending App'd ■ ■ Title or Scope of Project: ❑ P.A.Q. ❑N/A ❑I.B. DC.O. ❑DA. Loading Dock Sound Panel Installation No.:FREER FIELD REVIEW — Plans were field reviewed this date and the following determination was made: ® PLANS APPROVED: Plans appear to conform to the minimum applicable provisions of the State Building Standards Code. Approval of these plans does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. For Annual Building Permit Subprojects only, this is your authorization to start construction, no additional Building Permit is required. ❑ PLANS NOT APPROVED: Approval could not be given for the following reason(s): ❑ Corrections, changes or completion required as noted on the plans. ❑ Plans require approval from other OSHPD FDD staff: ❑ Area Compliance Officer ❑ Fire/Life Safety Officer ❑ District Structural Engineer ❑ Other: ❑ Application/Documents not complete: ❑ Application for Plan Review (Form OSH-FD-121) ❑ Plan Review Application under Annual Building Permit (Form OSH-FD-310) ❑ Building Permit (Form OSH-FD-302) ❑ Annual Building Permit/Application (Form OSH-FD-306) ❑ Post Approval Documents (Form OSH-FD-125) ❑ Letter of Authorization (Form OSH-FD-309) ❑ Workers compensation insurance certificate or notice of intent to self insure ❑ Tests and Inspection sheet (Form OSH-FD-303) ❑ Application for Inspector of Record (For OSH-FD-124) ❑ Other: Note: Failure to resubmit corrected or completed plans/documents noted above within six months of this report may result in cancellation of this project in accordance with Section 7-129(b), Part 1, Title 24, California Code of Regulations. OSHPD FDD Field Staff: Hawing Li, DSE `" Date:7/13/10 Report Received By/Title: Todd Davis, IOR Date:7/13/10 OSHPD - Field Review Revised 7/11/02 JUN-29-2010 11:35 DEB CONSTRUCTION INC vv ,.J OV WY. ..J1 ra.va• ,wt.v t.r. ,w.-.-••• 714 632 5721 P.01/01 • ' OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT • PACILiTIES DEVELOPMENT DIt l3taN - twamaehpd.ca.gavrntd 400'R` Bloat, Suite20a - Sacramento. California 05811 Pitons {81e) 440.8300 FAX (816 324.81e8 TOO N. Alameda Strad. Leal MO, Los A+tgstes, California 90012 Phone (213) 897 a1SS FAX (2t3) G97O168 11110111....11. Noma Ossoy Foal Went page] HaspMamod.l Hospital Presbyterian E WORMS therebyGiffin unto p aipeoltryawMho tOkeinpdeduellsg: lhiieeffh+7lmafntelneunklootaoleansentInseiMinaureforwdam'eempetuafon,asprovidedrarbySadim9100ofthelotiarCodo,ttn'tbapedarmmcaof ire work torv+iddtthisparmilIsIssued. 731•IFO x Move and Admitdignwarkeis' compensolisoinautowasmildbySeuratWOOdnaLlberCade,foramotifonnencaWmwaiivwMehlAfcpennUIs Issued. My worl:ers'oompeaealianinsane anderetdpatsynumbereit: Porgy U89a?2C471 ® ccpyaiiached.01%derD _. t 0 E/cironirelOvaWGed. Deb otatpiralion:• Iwiry the, inmtemotormen dine rwhtciaespemdttabud, Isludtnot employ eny mantaaaymenneraoestobwo= atied bibs workers' tompatsetlmtaws ofCellemie.end o r he►,i 4 comaoubjointolown:kart'cmnpenastiontaorlsioneofStdon3TOOeltheLstrorcade,Nhett toitflMf mWMCoMesa ns f f OW: 9�16 TAtO %WARNIIG!ft�TOBI Wan COttPENSATtONCOVERAGE IBUNIODULARDOliAl.SWOT ANEMPItiVaiITa6{ONWAi.WOO AND OrVA,PMIESUPTO ONEINADAEOTHOUSeteDORMS (WORM PiAMNION TOTNECOSTOFCOMPEN AVON,moss As PROVIDED WRtweernON3718alBMIABOAC003, iNTERES7 AJ E UOANEYSFESS. F CWNF,tii9UAAP.RDECLARATION: IMnrbydrat under penalty ol plugthat Iamexempt owthoCosbodoroUtinseurwtor . ";"" " reaaoa161o.Tit3T.6 Business end PraierstansCadre Any at; cam* that towhee connate eostreet,alter, improve.dendip Wept' pay endure. P •Se Mora dos modem the Wad fer (Upton WRao urged statente•get bNaheioIt ed owsuard to the provision ofth attireciststitatsLIMO Lew (Chep*0goItmoto Stir R700d)ofDWlsion3ofdm Malmo isford ollegodesamppOn. Any*Egonof Sudon T091Sbyea s/Asfa far 'plank autism Ma*Omni •aCAIpentlhotnetmoteStanleyhuadraddelta03thi k I. u owner d ile preperty, Or mytommytu with wages astheir sob compilation, vdit do Ike wads, and theeirueNre Is ra i deadad or armed teak (Beaten T044. Business anti Protocaattc Cede: the Ca *atlas Stale limn ttw door nat apply to ran owner etd4ptab who bud or twee 0tera0n, Sid whit does the NA Mueller hared of through his own empf9yaee, Otovldad that Ate hnptavereenk ere not MOO a<amid for fate If, howls. the twig at fafravfatan! k mid Win anew, etcomp ,thaorr a buAde►willhavetheburdenetprovingMettieddlot6vldgrIwo fortheP dot..). t6 as owner G1 fro pmpelly, am axckrtisesy contaistna with licensed Wnkedore to rosebud the Keel (bee 70t4, Swims cod Pradesslons Cade; the Con{tMalota State Manse Law rhea adapply lasownorptptopertywhoboadeanlmprar$thwemIndwhocoATBoibforatprologswlhacollra ge)band pu Puma lathe OaNraefoffSia%MaanLaw.). % L iamexempt atterSedan • . r j �Ydngent1ProtvleionsCOOt torgismos= • \ ..-. nets; ■ w Company: ¶ravaiers Men Stgnaue and'rWak, Too O cONST CV LENIN/00ENajjfifiaa v*derpea o p8ljurYlbitlihorakaatnstard+'at atgagenayfottlutJa>Ilxawnra�otthete0 ;athNd 613 Reek Meld (8aerton11087 otHhOCMCodt). t,gnIffsName: dose stela: 7]pc Lende(sAddraca: N iSPECIALCONOMTMON.9:. • I� PEWIT EMUS IF AUTORIP4ONSCOttfnllNCOVVlNKOE WARM=Olte�eP!!IORPFat city: f 5 t catty Ural I bane su 8tts appl'.• : end toasty erdinancea a . eta . teri3 miaow the day 'M .[ll OSH•F0.302 paving 11108) DV a1 • Mot the gave bionsitior+is oared I woo lo can* wkh ail airy Bad iding conatreoran, and hereby aulkudzo represenNthiea cl the county to Fagan Paws. ti Oa++wk Balm Owner ©Agenttar Ovuner Central Amount: $ � WC" Fe matsrwletif — dryer — Syr• Wend Condom ON•d aids tr4 end Ossetasere Page 2at3 TOTAL P. 01 • • TTATF f)F CAI 1Fnl 3NIA -14FA1 TH AM" H11MAN CFptpr:FR An nIf ni OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION - www.oshprica,govfidd 400 "R" Street, Suite 200 — Sacramento, California 95811 Phone (916) 440-8300 FAX (916) 324-9188) 700 N. Alameda Street, Suite 2-500, Los Angeles, California 90012 Phone (213) 897-0166 FAX (213) 897-0168 ARNf1I n Sf:HWAR7FNIIg@R Pnvpmnr A Name of Faciity: Hoag Memorial Hospital Presbyterian OSIIPD # Silo/ 4"S'l ' 36 Address -Street: One Hoag Drive, P.O. Box 6100 INCREMENT# 0.0.7,41 City: County: Zip: Newport Beach Orange 92663 FACILITY I.D. # Scope of Pmjectesdur r„nxi Loading Dock Sound Panel Installation Apppcant's Job # 10428 10006 Type or ProjDCG o New Facility ORamada! 8 Name ofFacility RepreseitativelAdministratar. (A receivecopiesalail =respondence) Michael C. Parris, P.E. E-mail: mike.parrie@honghospital.com Q Addition Address -Street 500 Superior Avenuem Suite 300 Phone: (949)764-4488 Fax #: (949) 764-4466 Typo of Facility to Dan aorta a S61E / lCF 0 Psychiatric Hospital 0 Correctional Treatment Center City: County: Bp: Newport Beach Orange 92663 Legal Owner: Hoag Memorial Hospital Presbyterian O Canis Address: City: Slate: ZIP: One Hoag Drive, P.O. Box 6100 Newport Beach CA 92663 C Plans and Specifications prepared by the Mowing: RI Check which discipline Is in general responsible charge of the projed if none are checked. project Is regarded as owner -bulkier. Archlleci—FFirm: tom. #: 81 Wood Burghard Swain Architects c15130 Mechanical Engineer —Firm Uc.#: 0 NiA NiA Address: City: State: hp: 4850 Berranra Parkway11203 Irvine CA , 92604 Address City: Slate: Yip: NIA NiA NIA NIA Phone: FAX #: (949) 552 2081 (949) 552 9442 Phone: FAX 0: NIA NiA Structural Engineer— Flo: Lis. #: 0 Spire Engineering 64614 Elociricci Engineer— Firm: tic. #: 0 N/A N Address: City: Stale: hp: 32441 South Pointe Drive l/245 Laguna Hats CA 92653 Address: City: Slate: hp: N/A N/A N/A N/A Phone: FAX #: (949) 916-3440 (949) 916-3445 Phone: FAX #: WA N/A Contractor —Firm: Slate !Ic.#: 0 DEB Construction 372419 GeotechnisalEngineer —Firm: tic. 0: 0 NiA Address City: Stale: Zip: 2230 E. Winston Road Anaheim CA 92806 Address City: State: Zip: NiA N/A NIA NIA Phone: FAX #: 714.632.6680 714.632.6721 Phone: FAX#: N/A NIA . 0 LICENSED CONTRACTOR'S DECLARATION: I hereby affirm under penalty of perjury Division 3 of the Business and Professionals Code, and my license is in full force and effect. B that 1 am licensed Signature: under provisions of Chapter 9 (commencing wRh Section 7000) of DEB Construction ::::. Dale: _I IC-�T,ai40111, ,-, -� OMHWO-302 (Revised 11/06) Page 1 of 3 • Attachment 3 Photos of Enclosure for Trash Compactor & Baler • e • • EXISTING HOAG HOSPITAL LOADING DOCK • • • CONCEPTUAL ENCLOSURE FOR TRASH COMPACTOR AND BALER HOAG HOSPITAL LOADING DOCK NOAG • • (E) SIDEWALK (N) PIPE BOLURDS 7(N) METAL PANEL E INTERIOR SOUND AB 0 (E) BALER (E) TRANSFORMS RIOR WALL RBING PANE (N) METAL PANEL EXTERIOR WALL WITH INTERIOR SOUND ABSORBING PANELS 1(E) RAMP DOWN (N) FLEXIBLE BAFFLE AROUND OPENING AT TRASH BIN (E) TRASH BIN E RAMP DOW •I i'- C (E) AT STORAGE (E) STAIR (E)�E T6666R (E) PED LINK DATA ROOM N) METAL DOOR S 1150 SF 50UNDWALL PANELS. (OSHPD SL101454 30) N N ELEVATOR ELEVATOR LOBBY LOBBY 1 1 Iii \ (E1 TRUENORTH PLANNORTH CONCEPTUAL ENCLOSURE FOR TRASH COMPACTOR AND BALER HOAG HOSPITAL LOADING DOCK (E) ELECTRICAL (E) DOCK LEVELER OUTLINE OF (N) ROOF OVERHANG (E) TRASH COMPACTOR (E) FILTER STORAGE AREA OF WORK MY 2010