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LOWER CAMPUS LANDSCAPE ENHANCEMENTS MITIGATION MONITORING PLAN VOLUME 1
Lower Campus Landscape Enhancements Mitigation Monitoring Plan Hoag Memorial Hospital Presbyterian Volume I CITY OF NEWPORT BEACH GENERAL SERVICES DEPARTMENT PLAN CHECK REVIEW NOTES Project: Hoag Lower Campus Landscape Project Due Aug 5 Please review the attached set of plans and comment directly on the plans. Please flag all sheets that you made comments on with a yellow post it note. Jim Auger John Salazar Dan Sereno Randy Kearns John Conway Tom Diaz Kevin Pekar Signature Date Signature Signature Signature 'Z f2„ Signature 273)62 Date (i(ZFv Date Date 7-71-09 Date B) 3 f an / Date 46- (-` riAA4A- nao• Comments? Comments? Comments? yes :q of(fr, e , Comments? Yr v Comments? ges Comments? (), • B -Eiv4ArAA-0-1-euve6tiledue42Z l�ru Sa..‘et , 0 tetZ �-s os ett-lkda slots ty S-4;14 64-S2- ova; lJ`�i o 6614. N6-( HOA MEMORIAL HOSPITAL PRESBYTERIAN HOAG® HOSPITAL • • One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org July 29, 2009 Rosalinh Ung Associate Planner City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92658-8915 RE: Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Projects — Compliance with Applicable Mitigation Measures Dear Ms. Ung: On May 22, 2009 Hoag sent you an .updated Lower Campus Landscape Enhancement/Infrastructure Improvements Mitigation Measures Applicability Matrix (dated May 15, 2009, copy enclosed) for the project components that Hoag Hospital is in the process of submitting for plan check by the City. Those project components include (entitled "Lower Campus Slope & PCH Screen Landscape" on the accompanying plans): • Infrastructure and West Coast Highway Landscape (West Coast Highway Landscape portion only) • Slope Landscape/Fencing and Parking Landscape • Cogeneration Screen Wall Each of the applicable mitigation measures identified in the May 15, 2009 matrix is identified below, and Hoag Hospital's compliance with each of those applicable mitigation measures is also identified. In addition to the information provided below, the relevant mitigation measures sign -off sheets and accompanying plans/documents are also provided. 1. Mitigation Measure # 43: Prior to issuance of grading permits, the Project Sponsor .shall ensure that a landscape and irrigation plan is prepared for each building/improvement within the o/ierall Master Plan. This plan shall be prepared by a licensed landscape architect. The landscape plan shall integrate and phase the installation of landscaping with the proposed construction schedule. The plan shall be subject to review by the General Services Department and approval by the Planning Department and Public Works Department. A NOT -FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS 4H. '0;. A aG a A r. n • • • HOAG® HOSPITAL One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Rosalinh Ung July 29, 2009 Compliance: Sheets L0.00 through L3.51, the project landscape plans were prepared by Rabben/Herman Design Office, a licensed landscape architect. The installation of the planting and irrigation system will begin within sixty (60) days of receiving permits from the City of Newport Beach for the improvements; it is anticipated that project construction will have a duration of four months. 2. Mitigation Measure # 3: Prior to the issuance of a grading permit, the Project Sponsor shall provide to the City of Newport Beach a comprehensive soil and geologic investigation and report of the site prepared by a registered grading engineer and/or engineering geologist. This report shall also identify construction excavation techniques which ensure no damage and minimize disturbance to adjacent residents. This report shall determine if there are any on -site faults which could render all or a portion of the property unsafe for construction. All recommendations contained in this investigation and report shall be incorporated into project construction and design plans. This report shall be submitted to the City for review and approval. Compliance: As part of previous Lower Campus projects, and most recently the Lower Campus retaining wall construction project, extensive geotechnical investigations have been submitted for review to and approval by the City of Newport Beach. A Kleinfelder study (dated August 15, 2002) was most recently submitted to the City. Additional geotechnical information (prepared by MacTec) is also being provided as part of the project. 3. Mitigation Measure # 6: Prior to the issuance of a grading permit, the Project Sponsor shall conduct a soil corrosivity evaluation. This evaluation shall be conducted by an expert in the field of corrosivity. This site evaluation shall be designed to address soils to at least the depth to which excavation is planned. At a minimum, at least one sample from each soil type should be evaluated. Appropriate personnel protection shall be worn by field personnel during the field evaluation. In the event soils are found to be corrosive, the source and extent of the corrosive soils shall be determined, and all buildings and infrastructure shall be designed to control the potential impact of corrosive soils over time. Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 6. 4. Mitigation Measure # 7: Based on the corrosion assessment and source determination, a soils and construction material compatibility evaluation shall be undertaken, concluding with the appropriate mitigation measures and design criteria. Corrosion resistant construction materials are commonly available and Page 2 A NOT -FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS HOAG ME MOH IA L HOSPIT A L PR ES B Y T ER IAN • • • HOAG' HOSPITAL One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Rosalinh Ung July 29, 2009 shall be used where the evaluation/assessment concludes that corrosive soils conditions could adversely impact normal construction materials or the materials used for the mitigation of subsurface gas conditions. For example, there are many elastomers and plastics, like PVC, which are resistant to corrosion by up to 70 percent sulfuric acid at 140 degrees Fahrenheit. Compliance: The August 15, 2002 Kleinfelder geotechnical study addressed the compatibility of construction materials with Lower Campus development. Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 7. 5. Mitigation Measure # 8: Should the soil be identified as hazardous due to the severeness of their corrosivity (i.e., a pH less than 2.5), on -site remediation by neutralization shall be undertaken prior to construction. Appropriate regulatory agency approvals and permits shall also be obtained. Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 8. 6. Mitigation Measure #49: In the event that hazardous waste is discovered during site preparation or construction, the Project Sponsor shall ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5), standards established by the California Department of Health Services, Office of Statewide Health Planning and Development, and according to the requirements of the California Administrative Code, Title 30, Chapter 22. Compliance: See General Note No. 17 on the Title Sheet of the civil plans for the Lower Campus Slope & PCH Screen Landscape project which addresses this requirement. Also see Hoag Supplemental General Conditions that are required to be implemented by contractor. 7. Mitigation Measure # 52: A soil gas sampling and monitoring program shall include methane and hydrogen sulfide levels. Samples shall be taken just below the depth of actual disturbance. (The individuals(s) performing this initial study may be at risk of exposure to significant —and possibly lethal —doses of hydrogen sulfide, and shall be appropriately protected as required.) Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 52. Page 3 A NOT -FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS H 0 N :A HOAG HOSPITAL • • One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Rosalinh Ung July 29, 2009 8. Mitigation Measure #53: A site safety plan shall be developed that addresses the risks associated with exposures to methane and hydrogen sulfide. Each individual taking part in the sampling and monitoring program shall receive training on the potential hazards and on proper personal protective equipment. This training shall be at least at the level required by CFR 2910.120. Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 53. 9. Mitigation Measure # 55: Continuous monitoring for methane and hydrogen sulfide. Compliance: See General Note No. 18 on the Title Sheet (and Sheets # 4.00, # 4.01 and # 6.00) of the civil plans for the Lower Campus Slope & PCH Screen Landscape project which addresses this requirement. Also see Hoag Supplemental General Conditions that are required to be implemented by contractor. 10. Mitigation Measure # 56: A study of other hazardous constituents that may be present in quantities that pose a health risk to exposed individuals shall be prepared and evaluated prior to the initiation of the project. The constituents studied shall include compounds that are directly related to petroleum, such as benzene and toluene. Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 56. 11. Mitigation Measure # 62: A study of the concentration of potential hazardous constituents shall be conducted prior to initiation of the project to characterize the wastewater and any risk it may pose to human health prior to development. A stormwater pollution prevention plan shall be developed to reduce the risk of the transport of hazardous constituents from the site. The Hospital shall apply for coverage under the State Water Resources Control Board's General Permit for Storm Water Discharges Associated with Construction Activity and shall comply with all the provisions of the permit, including, but not limited to, the development of the SWPPP, the development and implementation of Best Management Practices, implementation of erosion control measures, the monitoring program requirements, and post construction monitoring of the system. Page 4 A NOT -FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS <E HOAG HOSPITAL • • • One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Rosalinh Ung July 29, 2009 Compliance: A Storm Water Pollution Prevention Plan, which was reviewed and approved by the California Coastal Commission as part of its permit process, has been prepared for the Lower Campus Slope & PCH Screen Landscape project. 12. Mitigation Measure # 63: Soil samples shall be collected from the appropriate locations at the site and analyzed for BTEX and priority pollutants; if the soils are found to contain unacceptable levels of hazardous constituents, appropriate mitigation will be required, including a complete characterization of both the vertical and horizontal extent of the contamination, and a remedial action plan shall be completed and approved by the California Regional Water Quality Control Board. The project Sponsor must demonstrate to the City of Newport Beach compliance with this measure prior to issuance of any permits for Phase I and subsequent phases of construction activities as applicable to the project activity. Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 63. 13. Mitigation Measure # 64: Prior to the issuance of grading or building permits, the Project Sponsor shall evaluate all existing vent systems located on the lower campus and submit this data to the City Building and Fire Departments. Additionally, any proposed new passive vents shall be evaluated by the City Building and Fire Departments prior to the issuance of grading or building permits. Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 64. 14. Mitigation Measure # 74: During construction, Project Sponsor shall ensure that an explosimeter is used to monitor methane levels and percentage range. Additionally, construction contractors shall be required to have a health and safety plan that includes procedures for worker/site safety for methane. If dangerous levels of methane are discovered, construction in the vicinity shall stop, the City of Newport Beach Fire Department shall be notified and appropriate procedures followed in order to contain the methane to acceptable and safe levels. Compliance: See General Note No. 19 on the Title Sheet (as well as Sheets # 4.00. # 4.01 and # 6.00) of the civil plans for the Lower Campus Slope & PCH Screen Landscape project which addresses this requirement. Also see Hoag Supplemental General Conditions that are required to be implemented by contractor. Page 5 A NOT -FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS M.- .E. -,IvI a©...R ;11 '4:- =H.. .Q 54 •.L• HOAG® HOSPITAL One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Rosalinh Ung July 29, 2009 15. Mitigation Measure # 122: The methane gas facility and all building on the lower campus shall be subject to all laws and regulations applicable, including, but not limited to, the Federal Regulation contained in 29 CFR 1910, the State Health and Safety Code, Division 20, Chapter 6.9.5, and the regulations of OSHA and the National Fire Protection Association. Prior to the issuance of building permits on the lower campus, the Project Sponsor shall submit, to the Newport Beach Fire Department a compliance review report of all the above referenced laws and regulations. Compliance: Geoscience Analytical has prepared a report documenting compliance with Mitigation Measure # 122. Also, see General Note No. 20 on the Title Sheet (and Sheets # 4.00, # 4.01 and # 6.00) of the civil plans for the Lower Campus Slope & PCH Screen Landscape project which addresses this requirement. 16. Mitigation Measure # 10: Prior to the issuance of grading permits, the Project Sponsor shall submit a landscape plan which includes a maintenance program to control the use of fertilizers and pesticides, and an irrigation system designed to minimize surface runoff and overwatering. This plan shall be reviewed by the General Services Department and approved by the City of Newport Beach Planning Department. The Project Sponsor shall install landscaping in strict compliance with the approved plan. Compliance: Landscape sheet # L3.00 includes a maintenance program to control the use of fertilizers and pesticides. The irrigation system designed for the Lower Campus Slope & PCH Screen Landscape project incorporates numerous water conservation features and operating functions that support the no run-off water ordinance, minimizing any over -watering. The automatic irrigation controller specified meets the criteria for what is known in the industry as a "smart controller" which operates with user defined evapotranspiration functions, scheduling valves to operate automatic seasonal timing adjustments. This controller operates multiple start times for "cycle and soak" programming and also provides multiple programs for schedule separation of turf and shrub areas. The controller also operates a high flow shut down of the main line piping system and specific valve stations (for example, if a broken sprinkler is detected by high flow). Other aspects of the design that support the no -runoff water ordinance are the pop-up sprinkler bodies which include built-in check valves to prevent low head Page 6 A NOT —FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS .H 0 A Al A :- :L. HOAG HOSPITAL• • • One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Rosalinh Ung July 29, 2009 drainage after system shut down. Spray sprinkler nozzles are matched in precipitation rate for all sizes and circle patterns combined on the same control valve. In addition, slope sprinklers are highly efficient rotary nozzles with low precipitation rates and are laid out in a manner that assigns top and toe sprinklers to separate valves. 17. Mitigation Measure # 14: Prior to the completion of final building construction plans for each phase of Lower Campus development, the Project Sponsor shall prepare and submit a construction stormwater National Pollution Discharge Elimination System (NPDES) General Permit for stormwater discharge associated with construction activity (Construction General Permit, SWRCB Order No. 99-08-DWQ or its successor) and Notice of Intent (NOI) to obtain the required coverage under the General Permit for Discharges of Storm Water Associated with Construction Activity. Construction activity subject to this permit includes clearing, grading, and disturbances to the ground such as stockpiling or excavation, but does not include regular maintenance activities performed to restore the original line, grade, or capacity of the facility. The NOI, site plan, a check in an amount specified by the most current fee schedule, and any other documentation required by the permit shall be sent to the State Water Resource Control Board (SWRCB). The SWRCB will send a Waste Discharger Identification (WDI) to the project sponsor and the Regional Water Quality Control Board Santa Ana Region for use during site inspection, if needed. Compliance: See enclosed copy of Notice of Intent submitted for the project, including verification of payment of required fee. 18. Mitigation Measure # 24: The proposed project is subject to all applicable requirements of the City of Newport Beach General Plan, Zoning Code, and Local Coastal Program (LCP). Those requirements that are superseded by the PCDP and District Regulations are not considered applicable. The following discretionary approvals are required by the City of Newport Beach: EIR certification, adoption of an amendment to the Planned Community Development Plan and District Regulations, approval of an amendment to the Development Agreement, grading permits, and building permits for some facilities. The California Coastal Commission has the discretionary responsibility to issue a Coastal Development Permit for the Lower Campus. Compliance: The project plans have been prepared in compliance with applicable requirements of the City of Newport Beach, and are in compliance with the Coastal Development Permit for the project. On April 8, 2009, the California Coastal Commission approved Coastal Development Permit No. 5-08- 221 for the project. Page 7 A NOT -FOR PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS HOAG MEM 0 R 1 A L HOSPIT AL PR ESB Y T E R 1 A N HOAG® HOSPITAL • • • One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Rosalinh Ung July 29, 2009 19. Mitigation Measure # SC 3.4-1: During construction, the Applicant shall ensure that all noise -generating activities be limited to the hours of 7:00 AM to 6:30 PM on weekdays and 8:00 AM to 6:00 PM on Saturdays. No noise -generating activities shall occur on Sundays or national holidays in accordance with the City of Newport Beach Noise Ordinance. Compliance: See General Note No. 3 on the Title Sheet of the civil plans for the Lower Campus Slope & PCH Screen Landscape project which addresses this requirement. Also see Hoag Supplemental General Conditions that are required to be implemented by contractor. 20. Mitigation Measure # 111: The Project Sponsor shall ensure that all internal combustion engines associated with construction activities shall be fitted with properly maintained mufflers and kept in proper tune. Compliance: See Air Quality Note No. 1 on the Title Sheet of the civil plans for the Lower Campus Slope & PCH Screen Landscape project which addresses this requirement. Also see Hoag Supplemental General Conditions that are required to be implemented by contractor. 21. Mitigation Measure # 93: Prior to issuance of grading permits, the City of Newport Beach shall review individual development projects for consistency with master plan of water and sewer facilities. The Project Sponsor shall construct any modifications or facilities necessitated by the proposed project development. Compliance: The Lower Campus Slope & PCH Screen Landscape project does not contain any project components that could affect the Master Plan of Sewer for the City of Newport Beach. The impact to the City's Master Plan of Water will be insignificant, as the only relationship of the project to the City's water system is irrigation for the landscape associated with the project. New landscape and irrigation improvements within the Lower Campus (as shown on the project Landscape Plans) are within existing landscape areas, and also include a small percentage of new parking lot planting areas. Drought tolerant plant material and water efficient irrigation equipment provide a reduction in water consumption compared to existing landscape conditions. The new irrigation system is estimated to provide a reduction of water consumption between 10% and 25% below the City's Water Conservation Ordinance Maximum Annual Allowance (MAWA). Page 8 A NOT -FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS • • • HOAG' ' HOSPITAL Please let me know if you have any comments or questions on Hoag Hospital's compliance with the mitigation measures identified above for the Lower Campus Landscape Enhancement project. The plans were initially submitted for plan check on June 10, 2009, and are being submitted for second plan check today. I can be reached at (949) 764-4468. Rosalinh Ung July 29, 2009 One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 949/764-HOAG (4624) www.hoaghospital.org Sind Greg •' ' o Real Estate Facilities Construction and Operation Enclosure: Lower Campus Landscape Enhancement/Infrastructure Improvements Mitigation Measures Applicability Matrix (dated May 15, 2009) C: Cary Brooks, Hoag Hospital Jim Budke, Halladay & Mim Mack Peri Muretta Bill Rabben, Rabben Herman Design Andrea Witjakso, Hoag Hospital Page 9 A NOT -FOR -PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS • • • Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Department: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009 Mitigation Measure Projects Overall West Coast Highway Landscape Slope Landscape, Fence and Parking Landscape Cogen Sound Wall AESTHETICS SC 3.5-1— Lighting Plan X SC 3.5-2 — Lighting Plan X SC 3.5-3 — Photometric Study X SC 3.5-4 — Lighting Plan Compliance X MM 43 — Landscape and Irrigation Plan X X X MM 45 — Screening of Mechanical Equip/Trash X MM 46 — Clean Lower Campus Rooftops N/A MM 48 — Approved LC View Impact Analysis N/A AIR QUALITY AND HUMAN HEALTH RISK MM 36 — AQMP Permit Applications/Analysis N/A MM 37 — Energy -Efficient Lighting X MM 38 — Compliance with TDM Ordinance X MM 82 — Compliance SCAQMD Rule 401/402 X MM 88 — Energy -Efficient Technology X MM 89 — Minimize VOC Emissions N/A MM 96 — Time Clocks/Occupant Sensors N/A MM 97 — Energy Efficiency (Bldg Design) N/A MM 98 — Efficient Appliances N/A MM 99 — Solar Design/Solar Heating N/A MM 106 — Compliance with Grading Ordinance X MM 110 — Low Emissions Construction Equip X MM 3.3-1— Compliance with SCAQMD Rule 403 X MM 3.3-2 — Construction Equipment Emissions X MM 3.3-3 — Paint Emissions N/A CULTURAL RESOURCES MM 21— Archaeological Monitoring X MM 22 — Paleontological Monitoring X GEOLOGY AND SOILS MM 1— Compliance with Grading Ordinance X • • • Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Depai liuent: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009, Cont. Mitigation Measure Projects West Slope Cogen Overall Coast Highway Landscape, Fence and Sound Wall Landscape Parking Landscape MM 2 — Monitoring Cut Slopes N/A MM 3— Geotechnical Investigation X X X X MM 4 — Seismic Standards for Hospital Buildings N/A MM 6— Soils Corrosivity Report X X X X MM 7— Construction Materials Compatibility X X X X MM 8— Hazardous Corrosivity Determination X X X X MM 9 — Erosion Control Plan X HAZARDS AND HAZARDOUS MATERIALS MM 49 — Hazardous Waste/Construction Activity X X X X MM 52 — Soil Gas Sampling/Monitoring Program X X X X MM 53 — Site Health and Safety Plan X X X X MM 54 — Additional Gas Collection Wells N/A MM 55 — Monitoring Methane/Hydrogen Sulfide X X X X MM 56 — Hazardous Constituents Study X X X X MM 59 — Flare System Evaluation with New Wells N/A MM 62 — NOI and SWPPP X X X X MM 63 — Soils Samples/Priority Pollutants X X X X MM 64 — Evaluation of Existing Vent Systems X X X X MM 66 — Hydrogen Sulfide Monitor in Buildings N/A MM 68 — Bldg Protection from Gas Accumulation N/A MM 69 — Gas Borings Locations Under Buildings N/A MM 70 — Passive Gas Collection System X MM 71— Sealing Bldgs from Gas Migration N/A MM 72 — Equip Buildings with Gas Sensors N/A MM 73 — Gas Accumulation in Svc/Storage Rooms N/A MM 74 — Methane Monitoring X X X X MM 83 — HazMat/Infect Control Plans Amend N/A MM 84— Comply New Hazardous/Infectious Regs N/A MM 85 — Expanded Hazardous Disposal Facilities N/A MM 86 — AQMD Permits for Regulated Equip N/A MM 100 — Disposal of Export N/A MM 122 — Comply with Safety Regulations X X X X HYDROLOGY AND WATER QUALITY Page 2 • • • Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Department: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009, Cont. Mitigation Measure Projects West Slope Cogen Overall Coast Highway Landscape, Fence and Sound Wall Landscape Parking Landscape MM 9 — Construction Erosion Control Plan X MM 10 — Landscape Plan/Maintenance Program X X X MM 11— Cleaning Parking Lots/Structures N/A MM 12 — Hydrology Analysis X MM 13 — Construction Dewatering/Subdrains X MM 14 — Compliance with NPDES Construction X X X X MM 15 — Comply with HazMat/Infectious Control N/A LAND USE AND PLANNING PROGRAMS MM 24 — Comply with GP, ZC, LCP, PC X X X X MM 118 — OSHPD Letter City Regs Compliance X NOISE PDF 3.4-1— Install VB Window Upgrades N/A PDF 3.4-2 — Construct W Hoag Drive Sound Wall N/A SC 3.4-1— Comply with City Noise Ordinance X X X X MM 42 —Letter to Emergency Vehicle Companies N/A MM 111— Construction Equipment Noise X X X X MM 117 — Heliport/Helipad Utilization N/A MM 119 — Non -Vehicular Noise Generation N/A MM 3.4-1— Vibration and Demo/Construction N/A MM 3.4-2 — HVAC Ancillary and W Tower Equip N/A MM 3.4-3 — HVAC Acoustical Study N/A MM 3.4-4 — Loading Dock Deliveries N/A MM 3.4-5 — Install Loading Dock Sound Panels N/A MM 3.4-6 — Loading Dock Trash Compactor NIA MM 3.4-7 — Posting "No Idling" Signs N/A MM 3.4-8 — Grease Trap Cleaning Hours N/A MM 3.4-9 — Cogen Cooling Tower Noise Monitor N/A MM 3.4-10 — Acoustical Study for Patio Use N/A MM 3.4-11— 65 CNEL Contour Acoustical Study N/A PUBLIC SERVICES MM 91— Emer ency Fire Access X MM 94 — Fire Suppression Systems N/A TRANSPORTATION AND CIRCULATION Page 3 • • • Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Department: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009, Cont. Mitigation Measure Projects West Slope Cogen Overall Coast Highway Landscape, Fence and Sound Wall Landscape Parking Landscape MM 25 — TPO Analysis N/A MM 27 — Trip Generation Analysis N/A MM 28 — AQMD Trip Reduction Measures N/A MM 29 — TDM Ordinance Compliance N/A MM 30 — Bus Turnouts N/A MM 32 — Parking Generation Rates Study N/A MM 33 — Internal Circulation Plan X MM 34 — Intersection •Improvements and TPO N/A MM 35 — Rideshare Info to Employees N/A MM 38 — TDM Ordinance Compliance X MM 91— Emergency Fire Access X MM 95 — Fire Lanes and Access Roads X MM 101— Construction Phasing/Traffic Control X MM 102 — Import/Export Haul Routes X MM 103 — Notice of Temporary Traffic Disruption X MM 104 — Construction Trips During Summer X MM 108 — Trip Reduction Plan N/A UTILITIES AND SERVICE SYSTEMS MM 92 — Water -saving Devices N/A MM 93 — Master Plan of Water/Sewer Facilities X X X MM 6.13.1— Recycle Concrete/Asphalt X Page 4 Y �} Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Department: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009 Mitigation Measure Projects Overall West Coast Highway Landscape Slope Landscape, Fence and Parking Landscape Cogen Sound Wall AESTHETICS SC 3.5-1— Lighting Plan X SC 3.5-2 — Lighting Plan X SC 3.5-3 — Photometric Study X SC 3.5-4 — Lighting Plan Compliance X MM 43 — Landscape and Irrigation Plan X X X MM 45 — Screening of Mechanical Equip/Trash X MM 46 — Clean Lower Campus Rooftops N/A MM 48 — Approved LC View Impact Analysis N/A AIR QUALITY AND HUMAN HEALTH RISK MM 36 — AQMP Permit Applications/Analysis N/A MM 37 — Energy -Efficient Lighting X MM 38 — Compliance with TDM Ordinance X MM 82 — Compliance SCAQMD Rule 401/402 X MM 88 — Energy -Efficient Technology X MM 89 — Minimize VOC Emissions N/A MM 96 — Time Clocks/Occupant Sensors N/A MM 97 — Energy Efficiency (Bldg Design) N/A MM 98 — Efficient Appliances N/A MM 99 — Solar Design/Solar Heating N/A MM 106 — Compliance with Grading Ordinance X MM 110 — Low Emissions Construction Equip X MM 3.3-1— Compliance with SCAQMD Rule 403 X MM 3.3-2 — Construction Equipment Emissions X MM 3.3-3 — Paint Emissions N/A CULTURAL RESOURCES MM 21— Archaeological Monitoring X MM 22 — Paleontological Monitoring X GEOLOGY AND SOILS I MM 1— Compliance with Grading Ordinance X • • Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Department: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009, Cont. Mitigation Measure Projects West Slope Cogen Overall Coast Highway Landscape, Fence and Sound Wall - Landscape Parking Landscape MM 2 — Monitoring Cut Slopes N/A MM 3— Geotechnical Investigation X X X X MM 4 — Seismic Standards for Hospital Buildings N/A MM 6— Soils Corrosivity Report X X X X MM 7— Construction Materials Compatibility X X X X MM 8— Hazardous Corrosivity Determination X X X X MM 9 — Erosion Control Plan X HAZARDS AND HAZARDOUS MATERIALS MM 49 — Hazardous Waste/Construction Activity X X X X MM 52 — Soil Gas Sampling/Monitoring Program X X X X MM 53 — Site Health and Safety Plan X X X X MM 54 — Additional Gas Collection Wells N/A MM 55 — Monitoring Methane/Hydrogen Sulfide X X X X MM 56 — Hazardous Constituents Study X X X X MM 59 — Flare System Evaluation with New Wells N/A MM 62 — NOI and SWPPP X X X X MM 63 — Soils Samples/Priority Pollutants X X X X MM 64 — Evaluation of Existing Vent Systems X X X X MM 66 — Hydrogen Sulfide Monitor in Buildings N/A MM 68 — Bldg Protection from Gas Accumulation N/A MM 69 — Gas Borings Locations Under Buildings N/A MM 70 — Passive Gas Collection System X MM 71— Sealing Bldgs from Gas Migration N/A MM 72 — Equip Buildings with Gas Sensors N/A MM 73 — Gas Accumulation in Svc/Storage Rooms N/A MM 74 — Methane Monitoring X X X X MM 83 — HazMat/Infect Control Plans Amend N/A MM 84— Comply New Hazardous/Infectious Regs N/A MM 85 — Expanded Hazardous Disposal Facilities N/A MM 86 — AQMD Permits for Regulated Equip N/A MM 100 — Disposal of Export N/A MM 122 — Comply with Safety Regulations X X X X HYDROLOGY AND WATER QUALITY Page 2 Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Department: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009, Cont. Mitigation Measure Projects West Slope Cogen Overall Coast Highway Landscape, Fence and Sound Wall Landscape Parking Landscape MM 9 — Construction Erosion Control Plan X MM 10 — Landscape Plan/Maintenance Program X X X MM 11— Cleaning Parking Lots/Structures N/A MM 12 — Hydrology Analysis X MM 13 — Construction Dewatering/Subdrains X MM 14 — Compliance with NPDES Construction X X X X MM 15 — Comply with HazMat/Infectious Control N/A LAND USE AND PLANNING PROGRAMS MM 24 — Comply with GP, ZC, LCP, PC X X X X MM 118 — OSHPD Letter City Regs Compliance X NOISE PDF 3.4-1— Install VB Window Upgrades N/A PDF 3.4-2 — Construct W Hoag Drive Sound Wall N/A SC 3.4-1— Comply with City Noise Ordinance X X X X MM 42 — Letter to Emergency Vehicle Companies N/A MM 111— Construction Equipment Noise X X X X MM 117 — Heliport/Helipad Utilization N/A MM 119 — Non -Vehicular Noise Generation N/A MM 3.4-1— Vibration and Demo/Construction N/A MM 3.4-2 — HVAC Ancillary and W Tower Equip N/A MM 3.4-3 — HVAC Acoustical Study N/A MM 3.4-4 — Loading Dock Deliveries N/A MM 3.4-5 — Install Loading Dock Sound Panels N/A MM 3.4-6 — Loading Dock Trash Compactor N/A MM 3.4-7 — Posting "No Idling" Signs N/A MM 3.4-8 — Grease Trap Cleaning Hours N/A MM 3.4-9 — Cogen Cooling Tower Noise Monitor N/A MM 3.4-10 — Acoustical Study for Patio Use N/A MM 3.4-11— 65 CNEL Contour Acoustical Study N/A PUBLIC SERVICES MM 91— Emergency Fire Access X MM 94 — Fire Suppression Systems N/A TRANSPORTATION AND CIRCULATION Page 3 • • • Hoag Memorial Hospital Presbyterian Lower Campus Landscape Enhancements/Infrastructure Improvements Mitigation Measures Applicability Matrix Overall Applicability Approved by Planning Department: June 4, 2008 (Updated Approval November 24, 2008) Project -Specific Breakdown Applicability Approved by Planning Department: November 24, 2008 Applicability Updated for Current Project Only: May 15, 2009, Cont. Mitigation Measure Projects West Slope Cogen Overall Coast Highway Landscape, Fence and Sound Wall Landscape Parking Landscape MM 25 — TPO Analysis N/A MM 27 — Trip Generation Analysis N/A MM 28 — AQMD Trip Reduction Measures N/A MM 29 — TDM Ordinance Compliance N/A MM 30 — Bus Turnouts N/A MM 32 — Parking Generation Rates Study N/A MM 33 — Internal Circulation Plan X MM 34 — Intersection Improvements and TPO N/A MM 35 — Rideshare Info to Employees N/A MM 38 — TDM Ordinance Compliance X MM 91— Emergency Fire Access X MM 95 — Fire Lanes and Access Roads X MM 101— Construction Phasing/Traffic Control X MM 102 — Import/Export Haul Routes X MM 103 — Notice of Temporary Traffic Disruption X MM 104 — Construction Trips During Summer X MM 108 — Trip Reduction Plan N/A UTILITIES AND SERVICE SYSTEMS MM 92 — Water -saving Devices N/A MM 93 — Master Plan of Water/Sewer Facilities X X X MM 6.13.1— Recycle Concrete/Asphalt X Page 4 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program • • Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 43 Prior to issuance of grading permits, the Project Sponsor shall ensure that a landscape and irrigation plan is prepared for each building/improvement within the overall Master Plan. This plan shall be prepared by a licensed landscape architect. The landscape plan shall integrate and phase the installation of landscaping with the proposed construction schedule. The plan shall be subject to review by the General Services Department and approval by the Planning Department and Public Works Department. Standard for Compliance: Approval of landscape and irrigation plan. Method of Verification: Plan check. Timing of Verification: Prior to issuance of grading permits. Responsible Party(ies): Applicant; Licensed Landscape Architect; General Services Department; Planning Director or designated representative; Public Works Department. Verification Date: City of Newport Beach Verification Approved on: 10(10q Approved by: Signature: C: Userstpen'DowmentssHoag LCLandscapeMMP doc 8 PG #Der 4 - 2aa9 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program • Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 3 Prior to the issuance of a grading permit, the Project Sponsor shall provide to the City of Newport Beach a comprehensive soil and geologic investigation and report of the site prepared by a registered grading engineer and/or engineering geologist. This report shall also identify construction excavation techniques which ensure no damage and minimize disturbance to adjacent residents. This report shall determine if there are any on -site faults which could render all or a portion of the property unsafe for construction. All recommendations contained in this investigation and report shall be incorporated into project construction and design plans. This report shall be submitted to the City for review and approval. Standard for Compliance: Approval of comprehensive soil and geologic report. Method of Verification: Documentation of approved soil and geologic report. Timing of Verification: Prior to the issuance of a grading permit. Responsible Party(ies): Applicant; Building Director or designated representative, Planning Director or designated representative, Verification Date: City of Newport Beach Verification Approved on: g��J1l Approved by: (Z• Signature: C 1UserslpeniDocumenlslHoag LC Landscape MMP.doc 41 pG �osr9-zxiv9 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program • Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 3 Prior to the issuance of a grading permit, the Project Sponsor shall provide to the City of Newport Beach a comprehensive soil and geologic investigation and report of the site prepared by a registered grading engineer and/or engineering geologist. This report shall also identify construction excavation techniques which ensure no damage and minimize disturbance to adjacent residents. This report shall determine if there are any on -site faults which could render all or a portion of the property unsafe for construction. All recommendations contained in this investigation and report shall be incorporated into project construction and design plans. This report shall be submitted to the City for review and approval. Standard for Compliance: Approval of comprehensive soil and geologic report. Method of Verification: Documentation of approved soil and geologic report. Timing of Verification: Prior to the issuance of a grading permit. Responsible Party(ies): Applicant; Building Director or designated representative, Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: A/rvie-, /2_ 2_2 C.\Userslpen\DowmentsWoag LC Landscape WIMP doc 41 6 Yft0d90—z607 • ( KLE/NFELOER Bright People. Right Solutions. December 18, 2009 Project No.: 106963 Hoag Memorial Hospital Presbyterian Facilities Design & Construction 500 Superior Avenue Suite 300 Newport Beach, Califomia 92663 Attn: Mr. Gregg Zoll, Senior Project Manager 2 Ada, Suite 250 Irvine, CA 92618 p1 949.727.4466 fi 949.727.9242 klelnfelder.com Subject: Response to City of Newport Beach Comments dated 12/14/09 Proposed Cogeneration Building Sound Wall Project Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, California References: (A) "Response to City of Newport Beach Comments of 12/14/09, Proposed Cogeneration Building Sound Wall Project, Hoag Memorial Hospital Presbyterian, One Hoag Drive, Newport Beach, California" prepared by Kleinfelder, dated November 19, 2009, Revised December 2, 2009. (B) "Review of Geotechnical Response", prepared by Bagahi Engineering, Inc. on behalf of the City of Newport Beach Building Department, dated December 12, 2009, Plan Check No.: 0819-2009, Bagahi Engineering, Inc. Job. No. 2061-156. Dear Mr. Zoll: This is our response to the City of Newport Beach Building Department review comments for the above Reference A report. Our response follows each comment. Comment 1 Comment 2. Seismic passive pressure. For the assumed static earth pressure of 300 pcf, please provide corresponding seismic earth pressure based on selected seismic coefficient used for the active case (see Kleinfelder Aug. 15, 2002 report). 106963/I RV9L273 Copyright 2009 Kleinfelder Page 1 of 3 December 18, 2009 f • • • KLE/NFELDER Aright Rom. ugh! SoNaon. Response 1 Based on our review of the previous grading, the fill in the vicinity of the proposed wall consists predominantly of silty sand and clayey sand. The average wet unit weight is on the order of 120 pounds per cubic foot (pcf). Kleinfelder direct shear tests indicated friction angles of 31 to 35 degrees. For cantilever walls, Kleinfelder report of August 2002 recommended a static active pressure of 35 pcf and a dynamic active pressure of 20H applied as an inverted triangle. These values correspond roughly to a soil having a friction angle of 31 degrees (0), a wet unit weight (y) of 120 pcf, a friction angle of 15 degrees between the back of the wall and the soil (5), a horizontal acceleration coefficient of 0.24 (about 1/2 of the PGA) and a vertical acceleration coefficient of 0.1 using the Mononobe-Okabe theory and Coulomb equations. The equivalent static fluid passive pressure calculated by the Coulomb equation is 630 psf/ft. Kleinfelder's report recommended a design passive pressure of 300 psf/ft for the caissons. During a seismic event, there will be a reduction in the passive pressure. Using the same parameters as described above (0=31 °, 6=15° and y=120 pcf), the calculated equivalent dynamic passive pressure with the Coulomb and Mononobe-Okabe relationships is approximately 488 psf/ft. In the previous response (Reference A), Kleinfelder recommended to increase the static passive pressure of 300 psf/ft by 1/3 (i.e. to 400 psf/ft) during the design earthquake. This recommendations was presented because normally a lower safety factor can be tolerated during a seismic event because of short term loading. If the structural engineer had used the value of 400 psf/ft, the safety factor on the passive pressure during the design seismic event will be about 1.2 (488/400=1.2). Based on our discussion with the structural engineer and review of the structural calculations, we understand that the structural engineer had designed the caissons using a passive pressure of 150 psf/ft for static and 200 psf/ft for seismic conditions prior to receiving Kleinfelder report. This leaves an additional margin of safety for the passive pressure during the design seismic event (488/200=2.4). No change to the present design is recommended from a geotechnical standpoint. Comment 2 Submit a copy of the caisson embedment computations based on lateral loading. Response 2 The structural engineer computations are attached. Closure This work was performed in a manner consistent with that level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions and at the date the services are provided. Kleinfelder 106963/IRV9L273 Page 2 of 3 December 18, 2009 Copyright 2009 Kleinfelder KLEINFELDER Brl,htPeopk, uph!Solution makes no other representation, guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. We trust this information meets your current needs. We appreciate the opportunity to be of professional service to you on this project. If you have any questions or require additional information, please do not hesitate to contact the undersigned. Respectfully submitted, KLEINFELDER WEST, INC. Jacques B. Roy, P.E., G.E. Principal Geotechnical Engineer Timothy Siegers, P.E. Project Manager Attachments: -Structural Engineer Calculations (2 pages) - City of Newport Beach Building Department Review Sheet dated 12/14/09 -Additional References Cc: Bill Rabben, RHDO 106963/IRV9L273 Copyright 2009 Kleinfelder Page 3 of 3 December 18, 2009 • • e- Pcro$ilre_ P/- 5 1// c I H)G/ ;pic� l sa C 7i9}4et IL'irlt �cO7 Gf'G " ra6/� /go a t0 ' /' 7eo/ /e ice pc7 /,�� r aSS 074- %aI6- ®, 411/y v / /- 6/ ,v6 7 `f a yr� v e / end Gloyey �f- r-`,0* s' / V'G/b� Ir13�L� 4Zve .2007 ��G /gOY 3 / 7"ti�s vmf%v� /3 ��/? ' !,✓ham is /i s i e o' iit ¢,r, c 9 eo ?—e ;co, r'ery "74` lei s/ler (pc/715 t-✓IA �5E Peterson Sinn:tune Engineers, Ina 531D S.W. Westgate Orley, Su11e 215 Portland, Oregon 0722t•2411 Mons (603) 292.1433 Pam (503) 272.0348 project 0 9_00 I� O designer A /4.7. date 2 _/7.�0ij sheet! 1 of 1- • (2007 1)36 tQ 18 A-l) A 2.3V P/$, b 1-j = dis far ce f L,t?/ 5 vrieo�a po in f o 7c c�p G��t o n a � `? (2'f> P ` /9pp /781 /a;I0-,4/ l`or6,, (/4, 4/ot.,, k e /G t / SOi/ Oft 4 </e.10 AA 074 //3 (p5?') 6r a t't h= 1254 = 6.2:5ft rJ S/ P- 2 0 sO)(Q 'r/..33) : -7 M6`7 39S l ,q.2_3i' 12 , . 1.g3- 79 fro; O rt o o • r// �= a 50.83)114D 4( .36(6.2#/33J2 = .6 SSE Polarson SVuolural Enpine0n, Inc. 5319 S.W. wN1pn. Oma, Su6a 215 PodUana, onpon 97221-2411 Phone (603) 292.1635 Fax (503) 292.9965 project O 9-00v date 17 -17-09 designer 4 7f- 5 sheet 2 of • • • (TIT OF NEWPORT BEACH BUILDING DEPARTMENT REVIEW OF GEO'I'ECIINICAL RESPONSE Date Response Received:12-8-09 Date of Response: I I -19-09 Consultant: Klcinfelder Site Address: I [long Drive Newport Beach, California Date Completed: 12-14-09 Plan Check No:08'19-2009 Our Job No: 2061-156 Prior to approval of the report attend to the following: 1. Comment 2. Seismic passive pressure. For the assumed static earth pressure of 300 pcf . please provide corresponding seismic earth pressure based on selected seismic coefficient used for the active case (see Kleinfelder Aug. 15, 2002 report). 2. Submit a copy of the caisson embedment computations based on lateral loading. Additional Comments (no response required): Note to City Staff. Staff -should confirm that the Consultants (C.E.G. and R.C.E/G.E.) have signed the final dated grading, foundationiconstr'uction and landscaping plans, per City Code, thereby verifying the plans' geotechnical conformance with the Consultant's original report and associated addenda. Limitations of Review: BY: Our review is intended to determine if the submitted report(s) comply with City Codes and generally accepted geotechnical practices within the local area. The scope of our services for this third party review has been limited to a brief site visit and a review of the above referenced report and associated documents. as supplied by the City of Newpon Beach. Rc-analysis of reported data and=or calculations and preparation of amended construction or design recommendations are specifically not included within our scope of services. Our review should not be considered as a certification, approval or acceptance previous consultant's work, nor is meant as an acceptance of liability for final design or construction recommendations made by the geotechnical consultant of record or the project designers or engineers. Opinions presented in this review are for City's use only. Garnini Wecratunga. G.E. 2403 Ken Baeahi, Ph.D., G.E. / BAGA}II ENGINEERING, INC. BAGAllI ENGNNEER]N' 3, INC. e, • • • KLE/NFELDER /tight Peopf< Npht Sdutiolu ADDITIONAL REFERENCES 1. Geotechnical Investigation, Proposed Cogeneration Building and Cooling Tower Facilities, West of Existing Parking Lot, Hoag Memorial Hospital Presbyterian, One Hoag Drive, Newport Beach, California; Kleinfelder, August 15, 2002 (PN 16901). 2. Final Geotechnical Observation and Testing Report, Cogeneration Building Project, Hoag Memorial Hospital Presbyterian, One Hoag Drive, Newport Beach, California; Kleinfelder, August 31, 2006 (PN 31793/002). 3. Geotechnical Consultation, proposed Co -Gen Building Sound Wall, Hoag Memorial Hospital Presbyterian, One Hoag Drive, Newport Beach, California; Kleinfelder, May 29, 2009 (PN 86680-3). 4. Geotechnical Consultation, Proposed Lower Campus Landscape Enhancements/Infrastructure Improvements Projects, Hoag Memorial Hospital Presbyterian — Lower Campus, One Hoag Drive, Newport Beach, California; MACTEC, July 27, 2009 (Project 4953-09-1121). 5. Review of Geotechnical Report, City of Newport Beach Building Department, dated October 7, 2009; Plan Check No. 0819-2009. 106934/IRV9L273 Copyright 2009 Kleinfelder Page 1 of 1 December 18, 2009 OMACTEC engineering and constructing a better tomorrow July 27, 2009 Mr. Gregg Zoll Project Manager Facilities Design and Construction Hoag Memorial Hospital Presbyterian One Hoag Drive P.O. Box 6100 Newport Beach, California 92658-6100 Subject: Geotechnical Consultation Proposed Lower Campus Landscape Enhancements/Infrastructure Improvements Projects Hoag Memorial Hospital Presbyterian — Lower Campus One Hoag Drive Newport Beach, California MACTEC Project 4953-09-1121 Dear Mr. Zoll: We are pleased to submit the results of our geotechnical consultation for the proposed Lower Campus Landscape Enhancements/Infrastructure Improvements project, located on the lower campus of the Hoag Memorial Hospital Presbyterian in Newport Beach, California. We have been provided Sheets L0.00 through L3.51, C1.00 through C6.00 and S1 through S4 prepared by Halladay & Mim Mack dated June 10, 2009 for the proposed improvement projects. Our predecessor firms of LAW/Crandall, Inc. (LAW) and LeRoy Crandall and Associates (LCA) previously performed numerous geotechnical investigations at the hospital campus; a number of our prior projects are in the immediate vicinity of to the proposed improvement project. The results of the prior pertinent geotechnical investigations were presented in the following reports: • Parking Lot and Future Development; Western Portion of the Lower Campus; report dated January 23, 1996 (LAW Project No. 70131-6- 0689.0001); • Review of Fault Information, Lower Campus; report dated November 15, 1996 (Law/Crandall Project No. 70131-5-0689.0001); MACTEC Engineering and Consulting, Inc. 5628 East Slauson Avenue • Los Angeles, CA 90040-2922 • Phone: 323.889.5300 • Fax: 323.721.6700 www.mactec.com • • • Hoag Memorial Hospital Presbyterian —Geotechnical Consultation July 27, 2009 MACTEC Engineering and Consulting, Inc., Project 4953-09-1121 • Preparation of Master Plan and Environmental Impact Report; report dated May 20, 1991 (LCA Project No. 089034.AEO); and • Employee Child Care Center; report dated April 20, 1990 (LCA Project No. 089083.AEB). In addition, data from reports prepared by Lowney Associates and Kleinfelder are available for the proposed project dated February 25, 2005 and August 15, 2002, respectively. Data from the prior pertinent subsurface explorations adjacent to the proposed improvement as presented - in the prior reports referenced above are considered applicable for the proposed improvements. We accept responsibility for the use and interpretation of the data presented in these reports, and we concur with the interpretation of data as presented in the reports. No new borings were drilled for this geotechnical consultation. PROJECT DESCRIPTION It is planned to construct .a screen wall along the west side of the existing Cogeneration Plant as part of the proposed Lower Campus Landscape Enhancements/Infrastructure Improvements Project as shown on Figure 1, Plot Plan. The height of the proposed screen wall will be approximately 12 feet and will be about 25 feet in length. The proposed wall consists of segmental wall sections supported on posts that are about 6 feet on center. The foundations of the -posts will be drilled piles. The top of the base plate for the wall foundation support will be at about Elevation 55. -In addition to the construction of the screen wall, landscaping is also planned throughout the Lower Campus as indicated on Figure 1. It is planned to clear some existing shrubs and trees around the Lower Campus site. Several concrete curb planters are planned and required the saw cutting and removal of asphalt within the existing parking lot. SOIL CONDITIONS Our prior explorations show fill soils, up to 7 feet in thickness, in some of the borings previously drilled within the planned project site. Fill soil up to 4 feet in thickness was encountered within our boring B-1 (Job No. 70131-5-0689.0001) nearby the proposed screen wall. Fill soils, up to 10 2 • • • Hoag Memorial Hospital Presbyterian —Geotechnical Consultation July 27, 2009 M14CTEC Engineering and Consulting, Inc., Project 4953-09-1121 feet in thickness, were encountered in the Kleinfelder borings (B-1, KB-1, B-2, B-3). Deeper fill may be encountered at locations not previously explored. The fill soils consist predominantly of silty sand, sandy silt, clay and clayey silt. Record of the placement and testing of the fill is not available, therefore, the existing fill is considered uncertified. Note that grading occurred at the site since our drilling may modified the depth of fill soils. Based on the prior borings, the fill is underlain by siltstone with occasional thin claystone beds of the Miocene -age Monterey Formation. The siltstone has medium expansion potential. Slight water seepage was encountered within the previous borings adjacent to the site as shallow as 5 feet below the ground surface. Ground water was measured at a depth of about 35 feet or greater in the prior borings. The Logs of selected borings within the proposed project limits are presented in the attached Appendix A. The expansion test results are also in Appendix A, along with prior pertinent laboratory testing results. The logs of the borings performed by others are presented in Appendix B. Prior corrosion studies were performed on soil samples obtained from the Cancer Center (MACTEC Job No. AE-87147) and another study for the western portion of the lower campus in the vicinity of theproposed project site (our Job No. 70131-5-0689.0001) indicate that the on -site soils are severely corrosive to ferrous metals, aggressive to copper and deleterious to portland cement concrete. The prior reports of corrosion studies :presented in Appendix C should -be referred to for a discussion of the corrosion potential of the soils, and for potential mitigation measures. The nearest active fault to the site is the Newport -Inglewood fault zone mapped approximately 1,000 feet west of the site. There was no evidence of active faulting at the site based on prior geologic mapping of surface exposures, fault trenches, and construction excavations (Law/Crandall, 1996) so the potential for surface rupture at the site is considered low. The site could be subjected to strong ground shaking in the event of an earthquake, this hazard is common in Southern California and this hazard can be mitigated by proper engineering design and 3 • • Hoag Memorial Hospital Presbyterian —Geotechnical Consultation July 27, 2009 MACTEC Engineering and Consulting, Inc., Project 4953-09-1121 construction in conformance with current building codes and engineering practice. The site is considered grossly stable and not prone to slope stability hazards. The potential for other geologic hazards such liquefaction, seismic -induced settlement, inundation, tsunamis, seiches, flooding, and subsidence affecting the site is considered low. RECOMMENDATIONS Drilled Pile Foundations The proposed screen wall .may be supported on drilled cast -in -place concrete piles established in the natural soils or in bedrock. The allowable downward and upward capacities of 16-, 18- and 24- inch-diameter drilled cast in place concrete piles are presented as a function of penetration into natural soils on Figure 2, Drilled Pile Capacities. Please note that if "uncertified fill soils are present below the pile caps/top of piles at the proposed pile locations, the capacity of the portions of the piles within thefillsoils should be neglected in the support of the axial load based on Figure 2. The pile capacities shown on Figure 2 are dead -plus -live load capacities; a one-third increase may be used for wind or seismic "loads. The capacities presented are based on the strength of the soils; the compressive and tensile strength of the pile sections should be checked to verify the structural capacity of the piles. "Piles in groups should be spaced at least 3 pile widths on centers. If the piles are so spaced, no reduction in the downward capacities need be considered due to" group action. Settlement We estimate the settlement of the proposed wall, supported on piles in the manner recommended, to be less than 1/2 inch and the differential settlement to be less than % inch_ Lateral Capacities Lateral loads may be resisted by the piles, by soil friction on the side of pile caps and by the passive resistance of the soils on pile caps. We have computed the lateral capacities of the piles using the computer program LPILE by ENSOFT, Inc. - Resistance of the soils adjacent to 16, 18 and 24-inch-diameter drilled concrete piles that are at least 15 feet long are shown in the following • • • Hoag Memorial Hospital Presbyterian —Geotechnical Consultation July 27, 2009 MACTEC Engineering and Consulting, Inc., Project 4953-09-1121 tables for top of pile deflection of % and 1/2 inch. These resistances have been calculated assuming both fixed and free -head pile conditions for minimum pile lengths corresponding to the "Depth to Zero Moment" shown on the table below. The lateral resistance of other sizes of piles may be assumed to be proportional to the pile diameter. Lateral Capacity 16-inch-diameter Concrete Pile Pile .Head Deflection (inches) % % Pile Head Condition . Free Fixed Free Fixed Lateral Load (kips) 5 20 . 15 40 Maximum Moment (ft-kips) 30 90 60 180 Depthto Maximum Moment (ft) 6 0 6 0 Depth to Zero Moment (ft) 17 20 17 20 Lateral -Capacity 18-inch-diameter Concrete.Pile • • Pile Head Deflection (inches) 1/ •1/ Pile Head Condition Free ' . Fixed Free Fixed Lateral Load (kips) 10 25 .20 50 Maximum Moment (ft-kips) 40 120 75 235 Depth to Maximum Moment (ft) 61/2 0 61/2 0 Depth to Zero Moment (ft) 19 22 19. 22 Lateral Capacity 24-inch-lameter Concrete Pile . .. Pale•Head Deflection (inches) 1 -.1 "Pik 'Head Condition Free ' Fixed . Free Fixed. Lateral Load (kips) 15 40 . 3.0 -80 Maximum Moment (ft-kips) . '75 235 :150 v 465 Depth to Maximum Moment (ft) 8 0 8 . 0 Depth to Zero Moment (ft) 24. 24 24 24 Prepared by LT 7/20/09 Checked by: HP 7/24/09 Piles in groups are not anticipated; however if pile in groups are needed, the following recommendations apply. 5 • • • Hoag Memorial Hospital Presbyterian —Geotechnical Consultation July 27, 2009 MACTEC Engineering and Consulting, Inc., Project 4953-09-1121 If piles in groups spaced at least 3 pile diameters on centers, no reduction in the lateral capacities need be considered for the piles. .The passive resistance of soils against pile caps (if there are any) may be assumed to be equal to the pressure developed by a fluid with a density of 250 pounds per cubic foot. A one-third increase in the passive value may be used for wind or seismic loads. The resistance of the piles and the passive resistance of the materials against pile caps maybe combined without reduction in determining the total lateral resistance. Installation of Drilled Piling There could be some caving of the soils during drilling of the piles, especially within the existing fill soils and some of the natural sand deposits. Special techniques, such as casing, may be required to install the piles to the design lengths. Observation The drilling of the piles .and the placing of the concrete shall _-be observed continuously by .a representative of our firm. Our personnel should also verify that pile excavations have achieved at least the -design diameters -and design penetrations below the pile caps. If another engineering firm is hired to perform the observations, they:will need to take responsibility as geotechnical engineer of record; our responsibility will be limited 'to the. extent that we will not longer be engineer of record. Seismic Site Coefficients We determinedthe seismic site coefficients in -accordance with the California Building Code (CBC) and ASCE "7-05;Standard using the United States Geological _Survey Earthquake Motion Parameters, Version 5.0.8, program. The site location used was Latitude 33.6228° and Longitude - 117.9365° with a Site Class "D." The seismic site coefficients that can be used in accordance with the CBC provisionsare presented below: 6 • • Hoag Memorial Hospital Presbyterian —Geotechnical Consultation July 27, 2009 MACTEC Engineering and Consulting, Inc., Project 4953-09-1121 Site Coefficient Value Ss (0.2 second period, Site Class B) 1.830g S1 (1.0 second period, Site Class B) 0.687g 1.0 Fa E, 1.5 SMs = FaSs (0.2 second period, Site Class D) 1.830g SMI = F,S1(1.0 second period, Site Class D) 1.030g SDS = 2/3 x SMs (0.2 second period, Site Class D) 1.220g SDI = 2/3 x SMI (1.0 second period, Site Class D) 0.687g Prepared by: LT 7/20/09 Checked by: HP 7/24/09 Grading All required fill should be uniformly well compacted and observed and tested during placement. The on -site soils can be used in any required fill except for clayey materials derived from the bedrock that have an Expansion Index greater than 35. Site Preparation After excavating as recommended, the exposed soils should be carefully observed for the removal of all unsuitable deposits including uncertified fill. Note that where the screen wall is supported on pile foundations, uncertified fill may be left in place in proximity to the bottom of the wall. Where new fill is planned to be placed, uncertified fill beneath the planned new fill should be excavated and replaced as properly compacted fill. Where excavating and replacing soils or where additional fill material needs to be .placed, the exposed soils should be . scarified to a depth of 6 inches, brought to near -optimum moisture content, and compacted with appropriate. At least the upper 6 inches of the exposed soils . should be compacted toat least 90% of the maximum dry density obtainable by the ASTM Designation D1557-07 method of compaction. Excavations and Temporary Slopes Where excavations are deeper-than.about 4.feet, the sides of the excavations should be sloped back at 1.1 (horizontal to vertical) or shored for safety. Unshored excavations should not extend below a plane drawn at 11/2:1 (horizontal to vertical). extending downward from adjacent existing footings. Excavations should be observed by personnel of our firm so that any necessary modifications based on variations in the soil conditions can be made. All applicable safety requirements and regulations, including OSHA regulations, should be met. • • Hoag Memorial Hospital Presbyterian —Geotechnical Consultation July 27, 2009 MACTEC Engineering and Consulting, Inc., Project 4953-09-1121 Compaction Any required fill should be placed in loose lifts not more than 8-inches-thick and compacted. The fill should be compacted to at least 90% of the maximum density obtainable by the ASTM Designation D1557-07 method of compaction. The moisture content of the on -site soils at the time of compaction should vary no more than 2% below or above optimum moisture content. Backfill All required backfill should be mechanically compacted in layers; flooding should not be permitted. Proper compaction of backfill will be necessary to reduce settlement of the backfill and to reduce settlement of overlying slabs and paving. Backfill should be compacted to at least 90% of the maximum dry density obtainable by the ASTM Designation D1557-07 method of compaction. The on -site soils can be used in' the compacted backfill. Material for Fill The onsite soils, less any debris or organic matter, can be used in required fills. Cobbles larger than 4 inches in diameter should not be used . in the fill. Any required import material should consist of relatively non -expansive soils with an expansion index of less than 35. The imported materials should contain sufficient -fines (binder material) so as to be relatively impermeable and result in a stable subgrade when compacted. All proposed import materials should be approved by ourpersonnel prior to being placedat the site. GENERAL .LIMITATIONS Our professional services have been- -performed :using. that .degree of care: and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or similar localities. No other warranty, expressed or -implied, is made as to the professional advice included .in this letter. The assessment of general site environmental' conditions for the presence of contaminants in the soils and ground water of the site was beyond the scope of this consultation. 8 Hoag Memorial Hospital Presbyterian —Geotechnical Consultation MACTEC Engineering and Consulting, Inc., Project 4953-09-1121 July 27, 2009 It has been a pleasure to be of professional service to you. Please call if you have any questions or if we can be of further assistance. Sincerely, MACTEC Engineering and Consulting, Inc. Lan-Anh Tran Project Engineer Martin B. Hudson, Ph.D. Chief Engineer - Rosalind Munro Senior Engineering Geolo cps \ANAL ROSALIND MLJNRO pp NO.1 9 ENG VEERING GEOLOGIST P:I4953 Geotechl2009 proj191121 Hoag Lower Campus SLoope & PCH14.1 Reports14953-09-1121rpt01.doc (4 copies submitted) • Attachments: • Figure 1 Figure 2 Appendix A Appendix B Appendix C CAL 9 • FIGURES • • • MallWakt ;�: 4.S„ ma's,�i% _ .r -•s.e w�.����ci�c.�2eWa..e�-�-„wna ._`T `Y �Ifo• 1 \� . � -. __._�.; �'1-i "S., `Sia T.+_-�i. a - ••-... _ims:,� _ cny ��. - �. ._ - - =c�1 4`4�:'n•1` "`�•x 2i _? __ LEGEND: B-8 • PRIOR MACTEC (LAW) BORING (JOB NO. 70131-5-0689.0001) B-10 O PRIOR MACTEC (LCA) BORING (JOB NO. 089034.AEO) B-2 al PRIOR MACTEC (LCA) BORING (JOB NO. 089083.AEB) LB-3 Q) PRIOR LOWNEY BORING (DATED FEB. 25, 2005) KBB1® PRIOR KLEINFELDER BORING L (DATED AUG. 15, 2002) BORING LOCATION AND NUMBER --Ti3---H-- 0 40 80 160 Scale in Feet REFERENCE: HOAG MEMORIAL HOSPITAL PRESBYTERIAN, EROSION CONTROL PLANS EAST AND WEST, DRAWING NUMBERS C4.00 AND C4.01, DATED JUNE 10, 2009, BY HALLADAY & MIM MACK MACTEC 5628 E. SLAUSON AVENUE LOS ANGELES. CALIFORNIA 90040 (323) 889-5300 FAX (323)889-5398 FIGURE 1 PLOT PLAN Proposed Lower Campus Landscape Enhancement / Infrastructure Improvements Projects Hoag Memorial Hospital Presbyterian One Hoag Drive - Newport Beach - Califomia PROJECT NO. 4953-09-1121 REVISION: DA1E 07/27/09 SCALE: 1" = 80' DWG BY: T.T. CHECKED BY: LX e. 0 a.) 4-4 5 rJD .0 0 - 10 E-1 15 0 20 P-4 25 0 0 ALLOWABLE DOWNWARD PILE CAPACITY (kips) 10 20 30 40 50 1111 _\ — — \ \ \ 1111 1111 111111111 _ _ — 16-inch Diameter Diameter— Diameter — 18-inch 24-inch _ _ _ _ \\ • \• \\• • _ _ _ _ — • •— • \ \ • • _ _ — — — — • \ • \ • • — — — — — 1111 1111 1111 • • • \ \ 1\11\I — — — 1111 5 10 15 20 ALLOWABLE UPWARD PILE CAPACITY (kips) 25 NOTES: (1) The indicated values.refer to the total ofdead phis live loads; a one,thinlincrease may beused when considering wind or seismic loads. (2) Tiles in groups should be spaced a -minimum of 3 pile diameters on centers. . (3) •Theindicated -values-are baseduathestrengtfrof the soils; -theactUapileuapacities may be limited to lesservalues ,by the strength Of the piles. DRILLED PILE CAPACITIES Proposed Screen Wall Hoag Memorial Hospital Presbytenan Newport Beach, California Prepared/Date: LT Checked/DatT: HP 74 Project No. 4953-09-1121 Figure 2 • APPENDIX A PRIOR SUBSURFACE EXPLORATIONS (BYMACTEC) 2 r r i r . } F- W o z Lt T (5"--o N> BORING 1 Q Y -- a.� o �-o w O O o 1 a DATE DRILLED: November 20, 1995 tu o o �, cc, > -° 2_ EQUIPMENT USED: 18"-Diameter Bucket to 2 ❑ �" o in ELEVATION: 16 * * CL- FILL - SAND and CLAY - some organic matter, brown and grey 15— 36.2 81 <1 SP FILL - SILTY SAND - fine to medium, brown and light grey T SM SILTSTONE - some thin Claystone interbeds, weathered, thinly bedded, dark grey 4 • m - 5 ������ as 58.3 61 1 ������� o 1 O — for ♦♦♦♦� c 10" •♦♦♦♦♦� ., 46.7 71 1 s�• Less weathered COor mr f �♦�♦� • c 10" m '•' ♦������ 2♦♦♦iA - 10 69 2 it♦♦♦♦� ���� ac. CO m 5 _ .50.3 for 4 • . c E 10" 4) 4- la -o- c a -07 CD ♦♦♦♦� ����� , a Y n " .—cam a m t 0 — 41.9 76 1 .���4 •♦♦♦♦♦♦ A �:�:� 15 for 10" �-. H ����♦4 co 0 77.3 54 1 A���• . > - 20 for ♦♦♦� 0 0 -5 — 10" •• , H 0 ♦♦♦♦� o ♦♦♦♦4 • W• c .N ♦�♦e� �♦�♦ m �'•54.1 68 2 - a♦♦♦6 c o- 25 for •v♦�♦off > -10 — 10" ' ♦�♦es o m . - •• ♦•e•O� . - la m • °••°o•�i c c c ..58.3 65 5 ®♦♦♦ m♦A♦Vi • * Number of'bio-ws•required to drive the Crandall sampler - 30 - for m o -15-- 10" s�o�♦� •i°s♦e 12 inches for depths of: Crto 25' using a 1'600-pound hammer falling.12 inches, m ®♦♦�•• Below-.25''using an 800 pound.hammer-falling 12 inches. N e ♦♦♦az � • co R `° o o♦i♦off ♦i♦ia ♦♦0♦� . ** Elevations refer to datum of reference grading. plan; see Plot •Plan. o 53.2 67 4 ♦♦e♦s♦4'• m N 35 _i♦i♦i� ••- for tL— = io 20 — 10" ♦•�♦�♦� ♦. 0 Z •.5 ♦♦♦♦il ♦♦♦♦♦. NOTE: Water not encountered: No caving. . for ♦�♦♦� 54.0 67 QO" . ♦♦♦♦♦♦• END OF BORING AT 40'. - 1 - - 40 . - LOG OF BORING LAW/CRANDALL, INC. '—` r FIGURE A-1.1 i r i r E m w 0 m 1- u: w F- 0 O O O ai co co O cn c) O N Z 0 Q >= w w 1 uJ cc -o 315 z. w a�- 0 I— Z o; O� cn 10- 5- 0- -5 — =i 0 — -1.5 — - 5 - 10 68.2 59 77.0 54 62.9 61 60.2 63 50.0 68 - 15 54.0 67 - 20 58.3 65 - 25 - 55.9 66 30 53.4 70 . -20 — 35 . 54.2- 67 -25 — - 40 70.8 53 1 for 10" 1 for 10" 1 for 10" 1 for 10" 2 for 10" 1 for 10" 1 for 10" 1 for 10" 3 for 10" -3 for 10" 4 for 10" BORING 2 DATE DRILLED: November 20, 1995 EQUIPMENT USED: 18"-Diameter Bucket ELEVATION: 12 (CONTIN L UED OG 6" FILL - Clay, Silt, and Sand, some organics, brown SILTSTONE - some thin Claystone interbeds, weathered, thinly bedded, dark grey Less weathered Thin cemented bed ON FOLLOWING FIGURE) OF BORING LAW/CRANDALL, INC. A\ • FIGURE A-1.2a • K ■ 70131.50689.00 0 >= J w -. 0 c 0 Y 0 0, t m at • a) o 1= o a 'a 0 C O R = 0 _ 0 •O - O O 0 w O C1 m L y O. m • (0 y Y G) Y DI 0 0 O N 0 O7 m 0 f6 O in O • 0 W = O m O L • Y Di C • O O 0 . - . 0 0 O CDU 0 OCO 4-' w Y • lE 0 • Y O O i 0. cn m O z -30 — -35 — a +-, w= 0 - 45 - 50 58.6 63.6 63 59 4 for 10" 4 w o_ >- 1- w -J a_ Q BORING 2 (Continued) DATE DRILLED: November 20, 1995 EQUIPMENT USED: 18"-Diameter Bucket ELEVATION: 12 for 10" LOG END OF BORING AT 50'. NOTE: Slight water seepage encountered at a depth of 25'. No caving. OF BORING LAW/CRANDALL, INC. A\ FIGURE A-1.2b 0 U 0131.60689.0001 C 0 y 0 0 =a 0 O G) 0 CO y to � o � co Y 0 2 c L H id 0 10— a. wv 0 5 - 10 0- -5 - 15 - 20 -10 — -•25 15- - 30 -20 — - 35 -25 — - 40 CC — Oc o 77.8 51 1 for 10" 63.4 61 1 for 10" 51.6 69 1 for 10" 54.9 65 2 for 10" 2 for 10" 4 for 10" BORING 3 DATE DRILLED: November 17, 1995 EQUIPMENT USED: 18"-Diameter Bucket ELEVATION: 14 . 12" FILL - Clay, Silt and Sand, some organic matter, some roots, brown and grey SILTSTONE - some thin Claystone interbeds, weathered, thinly bedded, dark grey Less weathered Some thin Sandstone interbeds below 2.1' NOTE: Slight water seepage encountered at a depth of 5'. No caving. END OF BORING AT 40'. LOG OF BORING LAW/CRANDALL, INC. A\ FIGURE A-1.3 r 'Op r r r ✓ ✓ r ■ ■ ■ CD 0) CO 0 C m o O m o o E vs co U O CO 0 L)J U O n IN m r Y a cc co co y 0) 0. 0. ca 0 0 m m` s 0 .o .0 0) H 0 0 _ 0 0 U 0 U co cn 0 CO 0 v if; 0 z 0 C t0 0 0 0 0 m t 0 t0 N 0 0 75 0 0 0 N" 0 CO crr .II 0 co as • 0 m m 0. 0 0 0 �. 43. 0 N 0 0 z 0 1= > w tu 10- 5- 0- - 5 - 10 - 15 -5 - - 20 -10 - - 25 -15 - - 30 -20 - - 35 -25 - - 40 51.7 53.2 50.4 53.7 52.6 35.5 51.5 46.8 59.3 54.8 59.0 74 67 69 68 69 72 69 67 62 65 62 <1 1 3 2 for 10" 2 for 10" 2 for 10" 2 for 10" 1 for 10" 4 for 10" 4. -for 10" 6 for 10" SAMPLE TYPE (C BORING 4 DATE DRILLED: November 17, 195 EQUIPMENT USED: 1 8"-Diameter Bucket ELEVATION: 14 ONTIN L SM UED OG FILL - SILTY SAND - fine, some Siltstone fragments, some organic matter, grey and brown SILTSTONE - some thin Claystone interbeds, weathered, thinly bedded, dark grey Less weathered Some thin Sandstone interbeds below 14' ON FOLLOWING FIGURE) OF .BORING LAW/CRANDALL, INC. A\ M FIGURE A-1.4a 1 r r O 0 0 CO CO CD 0 1.0 O Note: The log of subsurface conditions shown hereon a w ' . applies only at the specific boring location and at the date indicated. . It is not warranted to berepresentative of subsurface conditions at other locations and times. 4 (Continued) DRILLED: November 17, 1995 USED: 18"-Diameter Bucket 14 ELEVATION (ft.) DEPTH (ft.) MOISTURE (% of dry wt.) DRY DENSITY (Ibs./cu. ft.) BLOW COUNT* (blows/ft.) SAMPLE TYPE BORING DATE EQUIPMENT ELEVATION: -30 — -35 — - 45 - 50 57.9 63 5 57.2 63 for 10" 4 • for 10" LOG -.END OF BORING AT 50'. NOTE Water not encountered. No caving. OF BORING LAW/CRANDALL, INC. A\ FIGURE A-1.4b .y I' r r r cC a rn o) CO N w 1- 0 •0 0 of co w En m 0 IiN r Note: The log of subsurface conditions shown hereon applies only at the specific boring location and at the date indicated. It is not warranted to be representative of subsurface conditions at other locations and times. 5 DRILLED: November 17, 1995 USED: 18"-Diameter Bucket 17 ELEVATION (ft.) DEPTH (ft.) MOISTURE (% of dry wt.) DRY DENSITY (Ibs./cu. ft.) BLO-W COUNT* (blows/ft.) SAMPLE TYPE BORING DATE EQUIPMENT ELEVATION: ".. CL ML FILL - CLAY, SILT and SAND - fine to coarse, some organic matter, brown and grey 59.0 62 <1 !:� SP 15 — 0e �sssssi Oieiei SILTSTONE - some thin Claystone and Sandstone interbeds, weathered, thinly bedded, dark grey 67.2 59 1 for , 10" '1 �sisi • ssssssi :sssOsi - 5 58.7 65 1 for .eee4 4 +ess '������ Less weathered 10 — 10" 1 60.6 64 1 for i 0" e��o, is�ss4 i ie�e' eO�e� • 36.2 82 1 for iese4 ���1 51.0 69 10" 2 iie. .i 'sss iei osisss1• 15 for 10" 0 4 . A, 0 — � �� +ses• . +s�ese. oses• +esese4 - . ie4 37.1 77 2 +sssi� i •-•sss 4, 20 for 10" +sese• oeoeso, ++•+os+ . . -5 — e• ee isske 0;, , . 45.2- 76 1 :eese4 eeeem• oeses04 ee0e1 ieoes , 25 for 10" -10 — �eeeel, +�oosso i• seso 0seee• oeseoea s• . . 45.7 71 4 esssss4 osso 30 for 10" .eeel 6seseo 15 _ �Osess4 +essses . +OOe00• isse�ss - 53.8 - 66 4 'oseese4 o�eese� 35 • for : -20 — 10" :ssesst • oese�e1 •••• •• isssss� 0 off• NOTE: Slight water seepage encountered.•at depths of -15%Z' and 20'. No caving. . •. 5 1sssss� +Os1 for ose0e•e - 40 51.9 67 10" :os�s�� END OF-BORING'AT 40'. LOG OF BORING � - LAW/CRANDALL, INC. /\ FIGURE A-1.5 i 1 i r r r r i S 0 W 0 cc 1- 0) CO • w 0 0 0 0 of CO CO 0 LO U •v 0 ..• m • 0 0 t 0 a C y m E o co a 0 C O 0 0 C 0 .fl U O O 0. 0. Cr 0 w L t0 Y qJ Y, C 0 0 a c • 0 0 0 N, m U a a. C 0, O 0 � m N 0 2 L 47 Y 0 >= w w 10- 5- z 0- -5 — -10 — -15 — -25 — F- a. wt 0 - 5 - 10 - 15 - 20 - 25 - 30 35 40 cc 1—>. �t) 00 48.3 59.0 70 61 3 3 SAMPLE TYPE 71.4 44.2 60 83 2 for 10" 3 for 1.0" 49.1 44.8 72 73 • 3 for 10" 3 48.5 53.0 80.1 72 68 62 for 10" 3 for 10" 3 for 10" 8 57.6• 63 for 10" 11 44.6 75 for 10" 10 for 10" BORING 6 DATEDRILLED: November 16, 1995 EQUIPMENT USED: 18"-Diameter Bucket ELEVATION: 12 • • ♦♦♦♦♦ • i♦i♦i♦ ♦♦.♦, ♦♦,♦• ♦�.♦, ♦�♦�♦ ♦♦♦♦ ♦♦♦♦♦ • ♦�♦ ♦ • ♦♦♦ • ♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦ ♦• .. ♦ ♦♦ • • s4• ���, •♦♦♦♦♦ ♦♦♦♦♦ :.:.:.. ♦♦,♦, ♦♦♦ .fr ♦:♦:♦ ♦ ♦♦ v♦♦♦ �..e. ♦♦ • ♦♦ ♦,, e°♦o°♦ ♦♦♦♦♦ ♦♦♦ ♦♦♦ ♦♦�♦�♦. ��♦•♦ ♦♦♦♦♦ • ♦♦♦♦♦ ♦♦♦o♦ •♦♦♦ ♦♦00 ♦♦♦♦® ♦♦♦ ♦•♦•♦- ♦♦♦♦ ♦ ** ♦♦ 1♦.4* • ♦♦O ♦�♦�♦ ♦♦♦♦♦ o♦♦♦♦ (CONTIN UED OG SILTSTONE - some thin Claystone and Sandstone interbeds, weathered, thinly bedded, dark grey Thin cemented beds Less weathered Thin cemented bed ON FOLLOWING' FIGURE) OF- BORING LAW/CRANDA'LL, INC. • FIGURE. A-1:6a r ■ ■ r r Note: The log of subsurface conditions shown hereon applies only at the specific boring location and at the date indicated. It is not warranted to be representative of subsurface conditions at other locations and times. BORING 6. (Continued) DATE DRILLED: November 16, 1995 EQUIPMENT USED:- 18"-Diameter Bucket ELEVATION: 12 ELEVATION (ft.) DEPTH (ft.) MOISTURE (% of dry wt.) DRY DENSITY (ibs./cu. ft.) BLOW COUNT* (blows/ft.) SAMPLE TYPE •�4' • • -30 — • • • - 47.3 73 10 v��� 45 for 10" .�4�. -35 - •i�i . • • - 50 40.5 72 10 •*.*.'. END OF BORING AT 50'. for. 10" • NOTE: Slight water seepage encountered at depths of 8' and 21'. No caving. LOG • OF BORING.. A\ • LAW/CRANDALL, INC. ui O m u: rn m co N w H 0 FIGURE A-1.61 m tv tL tr) O) 0) co 1- 0 70131,50689.000 m m 03 v m 4-0 0 v C to o) • E CD ▪ -C3 Q Y O C o 03 'c 0 ▪ O O O o .0 0. O m m m .r-4 to m o C o O O UT O CD 'm a 0 0. a3 . o .0 - CD .m to -C c m o N. to C a a C i O 03 V O 03 a c µ . y C -13 N. � O 3 cos, o d' fA L m 0 z 10.— 5 5— 10 0— 15 -5 — 20 -10-- 25 45 — 30 -20.— 35 -25 - - .40' Z w U rN 0 49.9 72 52.2 69 0in" 0 m 2 for 10" 2 for 10" 9 for 10" BORING 7 DATE DRILLED: November 16, 1995 EQUIPMENT USED: 15"-Diameter Bucket ELEVATION: • ♦♦4 . 4 4 ♦ . 4 4 4 s 4 i $ 1 ♦♦♦• o♦i i ♦ ♦ooi ♦� ♦ '.♦• oo♦ i I00 4 �♦ • ♦4 4 ♦ 0♦ 4 4 e ♦♦♦o s♦♦o♦m♦ ;,43: ♦, 441 1' •♦♦♦• �• �♦♦♦♦, >♦o 0♦4 i "4 ♦♦ 04.4.40 04.4 0 a o• ♦o♦o, .0 404 ',♦ev♦°♦%s :♦oo♦♦e, Qoo♦♦♦o 040.40 6♦ ♦♦4 e♦♦♦�♦o 000♦ ��o®oos •♦♦o♦oe e♦o♦♦♦♦, e♦o♦eo4 o♦cos♦4 ♦♦0 11..•0.♦oo♦♦e, ♦♦♦• ooi ,00,/ s♦o♦, 4 6" FILL - Clay, Silt and Sand, brown and grey SILTSTONE - some thin Claystone interbeds, weathered, thinly bedded, dark grey Some Sandstone interbeds below 5' Less weathered NOTE: Water not .encountered. No caving. END OF BORING AT 40'. LO-G OF BORING LAW/CRANDALL, INC. A FIGURE A-1.7 rr 2 0 rtl w 0 cc w in 0) 0f w F- Q 0 0 0 0] co co 0 19 m m m to U =a m 03 v d 10—r 5 5 — 10 0— 15 — 20. -10 — 25 -15—.30" -20 — 3 -25 — 40 BORING 8 DATE DRILLED: November 16, 1995 EQUIPMENT USED: 18"-Diameter Bucket ELEVATION: 15 CL ML �!l SP • •�•�•�• o.�.�.0 P• ...... .♦�♦�♦� o..4 •000 PO.O: '..0 • :*.+�•;:i. 4:::i t.�.0.t o.1.*. •11,0j>.• • 0000, s..B., I . .�.�.v I,•••s.� ♦.0.0.0 P.s.�.� o.O.O.e, aos• $•o• i00s• O4f� �0•0•o• .0 A000 Ps0�0�0 4�0_0 FILL - CLAY, SILT and SAND - brown SILTSTONE - some thin Claystone and Sandstone interbeds, weathered, thinly bedded, dark grey Less weathered Hydrogen sulfide odor below a. depth of 6'/z' NOTE: Water not encountered.. No caving. END OF BORING AT 40'. LOG OF- BORING LAW/CRANDALL, INC. A\ is FIGURE A-1.8 MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES r r r r r r COARSE GRAINED SOILS (More than 50% Of material l5 LARGER man the No200 sieve size) GRAVELS (More than 50% of coarse fraction is LARGER titan the No.4 sieve size) CLEAN GRAVELS (Little ornofines) GRAVELS WITH FINES (Aporeaable amount of fines) Rpia ,Qi4i4' NAre verf GC GW Well grades gravels. gravel -sand mixtures. little or no nnes GP Poorly graded gravels or gravel -sand mixtures. little or no fines GM Silty gravels. gravel -sand -silt mixtures Clayey gravels. gravel -sand -day mixtures SANDS (More than 50% of coarsedraction is SMALLER than ttte•No.4 sieve size) CLEAN SANDS (Little or no fines) SW Well graded sands. gravelly sands. little or no fines SP Poorly graded sands orgravelly sands. little or no fines SANDS WITH FINES (Appreciable amount of fines) SM Silty sands, sand -silt mixtures Clayey sands, sand -day mixtures FINE GRAINED SOILS (More than 50% of material is SMALLER man me•No200 sieve size) SILTS AND CLAYS (Liquid limit LESS than 50) Inorganic silts and very fine sands. rock flour. silty or clayey tine sands or clayey silts with slight plasticity CL Inorganic days of low to medium plasndty, gravelly days. sandy clays. silty days, lean'days OL Organic silts and organic silty-days.ot low -plasticity SILTS AND CLAYS (Liquid limit -GREATER -than 50) kr Y Y • Inorganic silts. micaceous or diatomaceous fine sandy or silty soils, elastic silts Ii • i s • CH Inorganic clays of high plasticity. fat days OH Organic clays of medium to higtrplashaty, organic silts HIGHLY ORGANIC SOILS tut4a, PT Peat and other highly organic soils FPUNDARY CLASSIFICATIONS: Soils possessing charactenstics of:two groups.are designated by combinations.of group symbols. PAR TICLE SIZE LIMITS SILT OR CLAY SAND GRAVEL COBBLES BOULDERS Fine Medium Coarse Fine • Coarse No. 200. No. 40 No. 10 No 4 .314 in. 3-in. U. S. STA- NDARD SIEVE SIZE (12 in.) UNIFIED SOIL CLASSIFICATION SYSTEM REFERENCE: The Unified Soil Classification -System. Carps of Engineers. U.S. Army Technical Memorandum No. 3-357, Vol. 1, March. 1953. (Revised.April, 1960). LAW/CRANDALL, INC /A FIGURE A-2 r • • is 0 ea m SURCHARGE pRESSURE in Pounds per Square Foot 0 1000 2000 300 4001 500( 600 SHEAR STRENGTH in Pounds per Square Foot 3000 4000. 5000 6000 \ v o 4@5 sigiou • 1@14 BORING NUMBER SAMPLE & DEPTH (FT.) \--•-s@is \ • ag14 ‘ \ 0-2@.24 - \ \ \• t 6@*161 o 4@5 • i@i4 • VALUES USED IN ANALYSES t5@i9 \ \ 1/43@l4 41.-2Q24- . \ \ s . KEY: • . Samples tested •att eld rnoisture.content 0 Samples tested after soaking to.a moisture contentnear saturation L.Bedrck DIRECT SHEAR TEST DATA LAW/CRANDALL,INC 1 FIGURE A - 3 1 0 mu pi !ph si poi Vd 70131.50689.0001 BORING NUMBER AND SAMPLE DEPTH: 1 at 0to 4' SQL TYPE : FILL - SAND, CLAY and SILTY SAND MAXIMUM DRY -DENSITY : 103 ( lbs./cu. ft. ) OPTIMUM MOISTURE.CONTENT : 22 ( % ofdry wt. ) TEST METHOD': ASTM Designation 01557 - 78 COMPACTION TEST DATA LAW/CRANDALL, INC. A FIGURE A - 5 • • PREVIOUS EXPLORATIONS O89083.AEB 0 ' 0 0. co u.i. 0 w ¢- .o m is U v m : • . c (6 m c •E 0 • C o rn c c1;7- 2 U m .m t ct m is _c m r o c c O 0 N 0 m _m _Q � o c O-0 a) W C O co (D C co m '0) O =0 .m c O.'m 0' ..O m 0 U • of-0 ' m ,y C • 0 3 o0 O c m -CO F- m O z O 1- w w w 0 25- 5 20- 15 z . w 0 - c 23:3 90 8.2 106 10_s 106 16.9 107 19.0 109 C. w J n_ 2 cn 2 It 2 10 10 5 DATE DRILLED: EQUIPMENT USED: ELEVATION 26 ML BORING 2 April 5, 1990 20" - Diameter Bucket • FILL - SANDY SILT - some Clay, pieces of wood, dark brown d SURFACE OF NATURAL SOIL • - SP SAND - fine, light brown SILTY SAND - fine, grey • SHALE - weathered, dark grey (HARD LAYER, GAD USED) (BORING TERMINATED DUE TO LACK OF DRILLING PROGRESS) NOTE: Slight water seepage encountered at T and 11-1/2'. Water level measured at 11' at completion of drilling. Sloughing between 7 and '9'. LOG OF BORING LeROY CRANDALL AND ASSOCIATES PLATE A -1.2 • • MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES CLEAN �oU . ;O •P.b GW Well graded gravels, grovel -sand mixtures, little or no fines. GRAVELS (Marc than 50% GRAVELS (Little or no fines ) a.,-.. --::eV'- Po-O'' o �°" ' : G P Poorly graded gravels or grovel -sand mixtures, little or no fines. of coarse fraction is LARGER than the No. 4 sieve size) GRAVELS • GM Silty gravels, gravel -sand -silt mixtures. COARSE GRAINED WITH FINES es (Appreciable amt.' of fines)" -tt'ds k• 4 .� GC -Clayey gravels, gravel -sand -Gay mixtures. . SOILS (More than 50% of material is LARGER "than No..200 sieve CLEAN SANDS .- SW Well graded sands, gravelly sands, little or no fines. size) ' SANDS -(Little or no fines) , SP Poorly graded sands or gravelly sands , little or no fines. - (More •than 50' % of coarse fraction is SMALLER than the • No. 4 sieve size) SANDS SM Silty sands , sand -silt mixtures. WITH FINES (Appreciable amt. of fines) • SC • Clayey sands, sand -clay mixtures. ML Inorganic silts and very fine sands, rock flour, silty, or clayey fine sands or clayey -silts with slight plasticity. , SI LTS AND CLAYS (Liquid limit LESS than 50) CL Inorganic clays of tow to medium plasticity, gravelly clays, sandy cloys, silty cloys, lean clays. . FINE OL Organic silts and organic -silty clays of low pldsticity . GRAINED SOILS (More than 50% of :material is SMALLER than No.200 sieve - lk \ 6 C 4 t MH Inorganic silts, micaceous or diatomaceous fine sandy or silly soils, elastic silts_ size) -- SILTS AND CLAYS •(Liquid limit GREATER than' 50) / 44 44 4 CH °" - - Inorganic cloys of -high plasticity, fat -clays. -- • Organic clays of medium -to high plasticity, OH ' .. organic .silts. • • . HIGHLY ORGANIC SOILS.. - . 1"' . Peat -and other highly organic -soils_ r`�-f' :Pt _4_/./ - BOUNDARY CLASSIFICATIONS:" Soils -.possessing characterist-cs of two groups ore designated by • combinations -of group symbols. P A RTICLE SIZE L •1 ikil I T S. SILT OR CLAY SAND GRAVEL �• - FINE MEDIuAi COARSE FINE COARSE COBBLES! BOULDERS I 1 • N0.200 N0 40 NO.10 140.4 "- 34in. - 3in. (121n.) U. S: SrANDA.RD SIEVE St2E " • . UNIFIED S01.L CLASSIFICATION SYSTEM Reference : - The Unified Soil Classification System, Corps of • Engineers, U_ S. Army Technical Memorandum No. 3-357, . Vol. I, March, 1953. (Revised April, (960) .LEROY CRANDALL & ASSOCIATES • d U rn ui O E rn m m -w -CO 0 .rn O -m 0• • • 0 0 1000 O u d) z rn m 2000 0 a 3000' w CC 0 CO 0 rc a. W. 4000 c S 0 :tr .50.00 6000= SHEAR STRENGTH in Pounds per Square Foot 1000 2000 3000 4000 5000• 6000 \2 0-3 a 1@5 at \. 2@7 . 4 1 s1@15 . %` ___ 1@5.3. a� _ 1@25 • 2@7 • a \. \.1@15 • • BORING NUMBER & (FT.) SAMPLE DEPTH VALUES IN ANALYSES USED • • N -*- \ . ..` 1@25 • a • a . KEY: It • Tests -at field moisture content El 0 Tests at increased moisture content LE -Natural Soils Remolded 'samples compacted -to 90% :DI RE -CT SHEAR -TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 3 0 0 0.4 0 0.01 LOAD IN KIPS PER SQUARE FOOT 0.5 06 0.7 0.8 0.9 1.0 20 3.0 4.0 5.0 6.0 7.0 8.0 • • 0 z 0.02 cc 0. 0.04 0 0 0.05. tn 0.06. 0.07- Boring 2 at 5' SAND NOTE:. Water added to sample after consolidation under'a Toad of 1.8'kips per square foot. CONSOLIDATION TEST -DATA _ LeROY CRANDALL AND ASSOCIATES PLATE A - 4.1 m. 0 00.4 0.01 N Ui 0.03 .0 -Z Z - 0.04 0 0 0.05 O 0.06 0.07 LOAD IN KIPS PER SQUARE FOOT 0.5 0.6 0.7 0.8 0.9 1.0 2.0 3.0 4.0 5.0 6.0 70 8.0 Boring 2 FILL - SANDY at 0' to 3' SILT REMOLDED SAMPLE COMPACTED 'TO 90% • NOTE: Sample tested at optimum moisture content.. CONSOLIDATION TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 4.2 0. w 0 m .w co- o'. CO. 0 BORING NUMBER AND SAMPLE DEPTH : 2 at 0' SOIL TYPE : 'MAXIMUM DRY DENSITY : (Ibs./cu. ft. ) OPTIMUM MOISTURE -CONTENT : •(% of dry wt. ) FILL - SANDY SILT 122 12 TEST METHOD: ASTM Designation: D1557-78 COMPAtTCON TEST 'DATA. LeROY CRANDALL AND ASSOCIATES PLATE A - 5 o.. 0 cn O BORING NUMBER AND SAMPLE DEPTH : SOIL TYPE : CONFINING PRESSURE : ( lbs.sq. ft. ) 1 at 0' to 3' SILTY SAND '144 INITIAL MOISTURE CONTENT : 10.2 (% of dry wt. ) FINAL MOISTURE CONTENT : 18.6 (% of dry wt. ) DRY DENSITY : 109 • (Ibs./cu. ft.)- .EXPANSION INDEX : 4 TEST ' ME:I HOD : ' . Uniform `Building Code Standard _No..29-2, •Expansion :Index Test. EXPANSION INDEX • TESTDATA ' LeROY CRANDALL AND ASSOCIATES PLATE A-6 PROJECT NUMBER 18669 R - VALUE DATA SHEET J.N. B-88064-B Hoag Hospital BORING NUMBER: Bag #2 SAMPLE DESCRIPTION: Medium Brown Fine Silty Sand Item • SPECIMEN a b c Mold Number .- 1 0 • _ 11 1 2 Water added, grams . • 0 1 6 - 5 ' -Initial ° Test Water, : %0 11.3 12.8 10.9 Compact Gage Pressure,psi 350 3.50 350 Exudation Pressure, psi 301 • _ 157 426 Height Sample; inches 2.58 2.52 2.52. Gross Weight Mold, grams 3223 3209 3205 Tare Weight ,Mold, grams. : 2:088 - 2.08-6 2085 Sample Wet Weight, grams 1135 11.23 1120 Expansion, Inches =x • 10exp-4 -6- 4 -8 . Stability , 2,.000- Ibs (16Opsi) ' 14 ./ .31. - • 27 / 52 13 / 28 Turns.. -Displacement . 4.y7 ' 4.17. 4.225- R=Value' 'Uncorrected. 71 55 "7 3 .R-Value Correcte:d .7:2 55 73 -Dry `D'ensity, pct. - -11:9.7 - 11'9.7 "121.5 DESIGN CALCULATION DATA Traffic -Index . Assumed; 4::0 . 4'_0 - - 4.0 _G.E_- by- :Stability - _ : 0.29 • " 0.,:46 - ._ 0.28 G."E: by. Expansion . 0.20 0.1:3 .0 27 . -R--Value • 72 • - 'by 'Examined &Checked: 2./ 2 31 9 0 .Equilibrium EXUDATION . . opt O tS:Sibitzl .2a o. m Molds #1'0 .anad-11 . . 'REMARKS:. Partial Flo* t-al Iow " � �� �s2 . rif Ste. ;,::14=. i 0659 e 0,- The data above is based -upon .processing and testi: - sam i 4_ •. --ceived from the field. Test procedures in .accordance with latest 'revisions to Department of Transportation, State of California, Materials :& Research Test Method No. 301 _ Co 7 PROJECT NO. (v 6 JAL 5-O 1--5 / NO.�q .2 �gt�os,/I 2-23-10 f • ===---• --- - ---------•r-_----•--� ....—..-��� _s`-: �--‘ _ mot.- — r._ ...- - ...", -COVER "TRIO C SS BY :EXPANSION:, �r::7I:_:. ..-.J_ ::: -;z ::._--1:__:'__.. _`--:r ..:: .. . _-tr = _ -_ :az'••-• :i ------- -' '- :::1•:. ::t:F:: • :` :7:1: _...-:i: :1:•- ..:.. •::::: _ - ..'•: .. - :1:. :SI..1*. 1Z•i: ...:Y... _..- :.:7--........ • • PROJECT NUMBER 1..111IIe ® mAixsfs ������ ■�a .• DESIGN SOILS. ASPI-4ALT PROFESSIONAL PAVEMENT ENGINEERING TECHNOLOGY 2700 S. GRAND AVE. • SANTA ANA, CA 92705 R -VALUE DATA SHEETS 16097 SIMPLE DESCRIPTION AD- 87147 BORING NUMBER B6 @ 0-2' Tan/Brown Slicihtly Clayey Coarse Sand Item SPECIMEN a 1 b 1 c i d Mold 'Number • 1 2 1 3 1 Water added, crams . 1 +116 i +82 1 +100 1- .Initial Test 'Water, % ! 12.8 1 9.9 1 11.4 I . Compactor Gaae'-Pressure, .psi 1 275 1 350 ( 3.50 Exudation- Pressure, osi 1 ' 20" ! 549 1 213 1 I{eiaht Sample, Inches 2-.59 ' 2.54 1 2.68 1 Gross Weiaht Mold. crams ( 3226 ( _ 3226 1 3295 Tare We"4eht Mold, crams 1 20'88 . 2107 1 2112 . I • , Sar.pie Met Weicht, arms -4 Expansion, Inches x 10 1138 0 1119. :6 1183 0 Stability 2.000= "C150 Psi) urns DisDlace:m_en t R-,'a1 ue Uncorr.a. 44/98 4.64 25 3 9 /56 4. 80 ! 4 25 1 63 ( 49 i • R-Value Corr.ct-ad 16• Drv: Densitv:, -=/C= 118.0 !." 121.5 1 105_6 S1-GN C A' C.Y"L _ ON .DATA Traffic Index ?_sus'. _^.7e 1 4.0 • 1 1 i G. .i---.1 DV Stab i1ity - ! 0.75 0.33; 0:30 - G. E.' .bv- Expansion i t 0 !. 0.201 0 i - . Equilibrium .�R-Va1ue • 1 57 by ...::udtion Exa-.ined and Checked: 5/.7,'87 . REMARKS ( G_=1-)- , . Steven .P.. 1ar�-in, BCE 30659 The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials b Research Test Method No. 301. .R-VALUE GRAPHICAL PRESENTATION z O • • cn Z J PROJECT NO. /tom 0 9 7 BORING NO. 3- 4 p n- z DATE /rf(, 1987 TRAFFIC INDEX - D R-VALUE BY EXUDATION S 7 R-VALUE BY EXPANSION 800 700 600 500 400 300 200 100 • _-- _ =-_ ---j-_ �- • Cam_-r- �. _"`_ - - .: 1.0 2.0 3.0 COVER-THICIOrESS • BY EXPANSION., "FT_ :x REMARKS • 100 90 80 70 6.0 50 40 30 20 .10 4.0 0 400 n 350 J 300 N 200 G 100 �C O 1- � 0 v R-VALUE vs - • x .'EXUD. PRES- EXUD. T vs. EXPAN. T -- : :::3t:.r:.I: :. •::-: ::'._ .._....-...••. - • MOISTURE ' AT FABRICATION = �___ = _ - -_y-= -- -. :tom _= . .::__ _ = - 1. _- - _=-----:_ /7.9 /4L J r.' ".O1S URE T by EXUDAT I ON T by EXPANSION 4 3. 2. 1.! C Al AN II 'IFS _. • PREVIOUS EXPLORATIONS O89034.AEO • a a: ui O' m otS H rn CO t) w H 0 0 w rn CO 0 • O a -o m z O w w F n- w 0 SAMPLE LOC. BORING 1 DATE DRILLED: . May 18 & 22, 1989 EQUIPMENT USED: 24" - Diameter Bucket to 46' 5" - Diameter Rotary Wash to 71' ELEVATION 72* 70 — 65 — — 5 -a . cca m — 10 • 6.3 129 20 CL. SILTY CLAY- some Sand, dark brown 11.9 124 25 SM SILTY SAND - fine, Tight brown 22.3 103 10 Al''t ML SANDY SILT - few lenses of Clay, mottled brown o 27.2 96 7 1 o m 60'- <.•. v, SP' asc SM, c o .. o 8.0 100 25 O o 0— 15 a, t v, 3.6 99 26 1:;:•; m �a 55 — w N c is o O o r- 20 6.6 100 15 .1: `, .Light grey U CD 0 0- Q' N 50 — o 4.7 94 20 l -- : =: as N .c o c • > SP, SAND - fineto medium, light grey — 25 - ,. r CO 2.0 107 14 N 2 o a) 45 — _ Q.-o o• . 3.9 111 •18 1A _ - Oxide stains -aso as -0m "30 C ti 40— 5.5 100 16• 7•:1:. O 3 .0)o -o c as - . �`j l Layer of Silt — — 35 26.9 92 12 = : , SAND - fine, some Silt; light grey Light brown 35 — — 40 8.6 103 12 * Elevations -refer to datum of reference survey; see Plate 1. (CONTINUED ON FOLLOWING PLATE) LOG OF BORING LeROY CRANDALL AND ASSOCIATES PLATE A - 1.1 a • 0 0 a a: 0 La cn J u: 0) CO u) - 0 0 w c) CM O O 0) 0 Ca 0 z 0 w J w 1- a- w a SAMPLE LOC v m U 0 v m t i6 v . 0 m c E o �-o V c O— 0) c o o 0 '_C as N O c c tC O c c O O V m Q cc is) c 0 0 m N O .-. L 0 c 43 0 c c m N O O. -p m c c. 0JD N O as -O 0 c c o co to co o� rnO O c — m N m 0 z 30 - - 45 25 - - 50 20 - - 55 15- r- 60 10- - 65 - 70 75 26.4 20.5 95 98 8 DATE DRILLED: EQUIPMENT USED: BORING 1 (Continued) May 18 & 22, 1989 24" - Diameter Bucket to 46' 5" - Diameter Rotary Wash to 71' SM 31.1 92 6 27.2 95 20 56.3 66 ML 57.9 16 58:5 16 53.7 66 19 53.1 67 19 SILTY SAND - fine, grey SANDY' SILT - brownish grey (BUCKET BORING TERMINATED AT 46' DUE TO CAVING AND WATER SEEPAGE) Grey SILTSTONE - some Clay, thinly bedded, dark brown Dark greyish brown . Interbedded lenses of Sand NOTES: BUCKET BORING Water level measured at42' immediately after termination of boring. Caving: below 42'. Boring°terminated at46' due to caving-andmater•seepage. -ROTARY WASH BORING _Drilling mud used in drilling process. Water level not established. Hole grouted with bentonite-cement mixture. LO'G OF BORING LeROY 'CRANDALL AND ASSOCIATES PLATE A - 1.1b • • 0 0 0. ui 0 CL 1.L 0), co co (.0.: ; . 0 w co 0) CO 0 0 0 0 -0 C CO 0 cE 0 -.4= is 0 , co 0 2 8 0 12 - 73 0 0_ O al ...a 01 16 c c O 0 • o• CD 0 CL CL 03 C. (0 0 -0 0 0. -C 0 C CD O . C -U) O (I) 0_ 0 c • a) 0 0 at -0 w -e• .0 C0 a$ 5 0)-6 0 c 0• 0 >- 0uJz ct w -9-- w FE — a SAMPLE LOC. DATE DRILLED: EQUIPMENT USED: ELEVATION 64-1/2 BORING 2 May 17, 1989 16" - Diameter Bucket 60 — — 5 55- -. 10 50 — — 15 45- — 20 6.0 105 1.6 96 5 8 SM 4.2 107 5 SP 7.9 - 101 1.2 93 7 I SM SP : 0. • 5 40- - 25 :35- - 30 30 35 25 — 7 40 1.5 112 15 3:2 .103 4.8 13 95 8 4.9 103 9:5 25.8 30.1 16 98 11 98 98 91 10 9 7 1. FILL - SILTY SAND -fine, some Siltstone fragments, brown SURFACE OF NATURAL SOIL SAND - fine, light brown SILTY SAND.- fine, brown Fine to medium, few Gravel and seashells SAND - fine, few.Gravel, light brown Fine tO medium Fine, oxide stains, light grey Thin layers of Silt Light grey SILTY SAND- fine, brown and grey Oxide stains, grey Lightgrey - SANDY SILT - brown Oxide stains SILTSTONE - some Clay, interbedded lenses of Sand, dark brown (CONTINUED ON 'FOLLOWING PLATE) LOG OF BORING LeROY CRANDALL AND ASSOCIATES PLATE A- 1.2a 0 0 Q a' w O • a LL. . w. Q 0' 0 .w -47 O) 0) O LD ,0 U 0 m as a tC cis v O 0 o E 0 0 0, 0 N • C C O _a a O O U m o •N O m t6 . N C it O -C C o O v m m 0_ to • n C O -O L O C N 3 O id. v) C w m C w O 2 -0 0 C 0 O o O 0 t m mc 3 C _ o 0)o 0 — .W m -- m z z O w w 1- o_ w 0 SAMPLE LOC 20 -_ 45 15- - 50 10- - 55 - 60 - 65 - 70 -10-- 75 69.0 48.1 57 1 7 50.6 69 65.7 59 17 67.5 57 5 69.7 56 61.2 61 11' BORING 2 (Continued) DATE DRILLED: May 17, 1989 EQUIPMENT USED: 16" - Diameter Bucket ♦ ♦ ♦• • • • ♦♦• ♦ > • ♦♦ ♦ ♦ • ♦♦ ♦♦ ♦ ♦ NOTE: Slight water seepage at32'. =No -caving. LOG OF BORING LeROY CRANDALL AND ASSOCIATES PLATE A - 1.2b 0 0 u.i .0. • -cd 0 1:0 czs rn 0 ›- --: Z -7- W -•-• ---.- 0 — «; 0 ...- v---- 17-- 1.-- -, - > a_ 5 15 o -. w * w w >- co > ...: in w o c:) SAMPLE LOC. BORING 3 DATE DRILLED: May16&17,1989 EQUIPMENT USED: 16" - Diameter Bucket to 35'. 5" - Diameter Rotary Wash to 71' ELEVATION 63-1/2 60— a 0 c 55 7 -o . c CO CD E o .171 -Cal O as c ▪ 0 50 — '1= 'Z.: 2 c.) s-s — 15 0 a) "COC1 a) as cn 1'6 0 45 c c 0 .0 ' 0 — 20 CD .a) mi Q. - rn .0 -0 F) 40 — _c o C — o c -a) 0 c o 0_ -E:)- 0 O 0 c.) _o a) o Ca -0 30 "C CD ta „us • . Crl ;a "6 6 ••• o .30 — co a) 1— _C 0 35 25 — — 40 16.0 114 SP FILL - SAND, SILT and CLAY - fine to medium, brown 411 Sm 5 CL 6 3 105 8 wo-1:1 .77 SURFACE OF NATURAL SOIL 3.7 104 7 SP SAND - fine, some Silt, light grey SM 1.8 103 • 7 • Light brown 2.5 • 110 8 Fine -to medium SP SAND - fine, thin layers of Silt, oxide stains, light brown 3.5 96 15 4.8 103 16 .4.7 98 15 5.6 98 14 • • SP SAND - fine;some Silt, greyish brown SM 23.8 95 10 23.4 102 10 AI 28.9 96 8 51.8 67 29 1 Lightbrownish .grey Layer of.SandySilt, brownish grey -77 (BUCKET -BORING EHMINAT-ED AT-35' DUE TO CAVING - AND-WATER.SEPAGE) • --"SILTSTONE- some Clay, thinlybedded, dark brown (CONTINUED ON FOLLOWING PLATE) LOG OF BORING . LeROY CRANDALL AND ASSOCIATES PLATE A- 1.3a 0 0 Q 0 . 0 1.0 Q ,. iu ch 0 rn 0 .10 ro CD m' cE o;- U C p �. c o U U O U 0 ao• mcti c co 0 0 0 U m 0 a8 ta..= 0) a 0 o m Tr) .0 0 N 1-0 m c N 00 C 0 O.m 0 U..0 .0. 0 0. . c COCO as o co 0 -m 0, z z 0 w w 20 — - 45 15- - 50 10- - 55 5- - 60 -10- 65 70 75 — } w ;cc �^ �' Z i Z0 V) -0 w U w Q. O O 0 ui w Y oOQ CC " 0 651 58 19 SAMPLE LOC. 582 61 17 64.8 60 18 51.5 67 19 52.0 70 69.0 - 16 60.3 16 DATE DRILLED: EQUIPMENT USED: # • } BORING 3 (Continued) May 16 & 17, 1989 16" - Diameter Bucket to 35' 5" - Diameter Rotary Wash to 71' Interbedded lenses of Sand Black NOTES: BUCKET 'BORING 'Water; love -measured at30-1/2 immediately afterboring-was-terrninated. - Gavingbelow .30-1/2'. 'Boring was terminated at.35' due.to caving..and .water seepage. ROTARY WASH BORING DnlGng mud.used in:drilling ;process. Water.level-not--established. '-Hole'grouted with -bentonite-cemented mixture. - LOG OF BORING LeROY CRANDALL AND ASSOCIATES PLATE A - 1.3b • 0 0 0 0: ui 0 co ers co 1- 11. CO 0,.. 10' < o 0 w co co co 0 0 o 0 c.) 0 -o 0 _c 0 -o c oi CO CD c E o • -o c o co co c c o o o o .2 Z.- 3.- 0 CD eL _c • 0 c cis 0 c o 0 co 0 co 0 a_ g O -a • CA CD - 0 C CD o 1-,•1 CO C CO a) 0 0- ,0 CD O 0 C..1 -0 .0 0 0 -II-. -co • = 1.6 co as o — cn _30 — - :Z — 35 25- -- 40 Z --:- 0 1= = < 1— > a_ w w —1 0 W W CC co 0 ° 2 c'lz' >- 0- CC w z aro w w > E-c• a 8AMPLELOO. DATE DRILLED: EQUIPMENT USED: Ft FVATION 64 BORING 4 May 16 & 17, 1989 16" - Diameter Bucket to 50' 5" - Diameter Rotary Wash to 70' 60 — —5 55 — — 10 50 — 45 — 15 — 20 40 — — .25 35-- .30 . 11.2 2.6 116 109 5 16 3. ;1SM •. • 0: 6.7 6.8 90 92 7 11 2.8 3.4 102 103 20 11 3.3 101 11 2.5 116 13 5.8 9.3 20.3 24A 26:4 104 99 P •---- SP SM si S 14, • 20 , 96 104. • 22 102 14 97 : 9 FILL - SILTY SAND - fine, few Clay nodules, brown SURFACE OF NATURAL SOIL SAND - fine, light brown SAND - fine, some Silt, light brown Fine to medium SAND - fine, light brown Fine to medium SILTY SAND - Oxide stains fine, light grey - SANDY SILT - grey (CONTINUED ON FOLLOWING' PLATE) LOG OF BORING LeROY CRANDALL AND ASSOCIATES • PLATEA- lAa 0 0 u.i O • cd CO dS 0' CO ,n tw- o 0 :w co 0 rn 0) O m 0 U 0 z O w -J w w 0' Ccn z� w 0� 1- o (5 O w -J o_ 0) 20 - 15- 10- - 45 - 50 - 55 0- 60 65 70 80.9 52 DATE DRILLED: EQUIPMENT USED: BORING 4 (Continued) May 16 & 17, 1989 16" - Diameter Bucket to 50' 5" - Diameter Rotary Wash to 70' 44.2 75 48.1 71 39.6 59.8 76 61 27 18 47.1 72 18 CL SILTY CLAY- reddish brown SILTSTONE - some Clay, thinly bedded, interbedded lenses of .Sand, dark brown (BUCKET BORING TERMINATED AT 50' DUE TO CAVING AND WATER SEEPAGE) Black NOTES: :BUCKET.BORING Water=level:measured at 44' immediately aftertermination of boring and at41' 10 minutes later. Caving below 43'. Boring terminated at 50' due to caVing:and-water seepage. ROTARY WASH BORING Drilling mud used in drilling process. Water.le•Vel not established. Hole:grouted with bentonite-cement mixture. LOG O:F BORING LeROY CRANDALL AND ASSOCIATES PLATE A - 1.4b • 0 0 Q 0 O_ • �. O: CO CO : Q.. n: 0 0) O co 0) 0 0 < d W W W 10- 5 -- 0- O 1:2. 0 t . • -5- m c▪ 0 C c C 14 O -C co 0 — 20 m m o �. c - o • : m _c o c m - 25 to C m ' -15-- 0. O 'a _ -0 0 O • 0 30 1.0 • as ,� o o m� '- — 35 - 5 10 a) 0 z 1'0 - - 15 -25= - 40 z~ • 0 63.4 60 56.2 53.5 53.7 74 67 67 5 57.6 . 62 ' 10 50.7 54.2 58.5 52.1 69 . 11 67 77.5 : -51 16 BORING 5 - DATE DRILLED: EQUIPMENT USED: 5" - Diameter Rotary Wash ELEVATION 11-1/2 May 18,1989- SILTSTONE - some Clay, thinly bedded, dark brown NOTE: Drilling mud used in drilling process. Water. level not established. Hole grouted with bentonite-cement mixture. Bucket boring drilled adjacent to rotary wash boring for water level measurement. Water level measured at 38' 10 minutes after' completion of boring. -interbedded lenses of Sand . 46.5 73 14 - .LOG OF :BORING LeROY CRANDALL AND ASSOCIATES PLATE A - 1.5 • Y" U ui O Q .m cgs 0) -J u_ d1 M, 1-' . 0 0 1L .d. 0 • rn CO O •to is U "c c m is -a m 0 v . CO) O m c E 0 is o O.ui 0) c O O c3 Q • O • 0 '5 • — 0. o m � .c .m c c O o N U m Qfa • �.. c o "g m. - o c o is c m c o '2 ▪ Q ✓ m 0 .S3 • N O 0 -0 't m U cis -0 0N O 0)O O C W m — t- . 0 z z --:- 0 w w w 0 ai 3 cncr�: p �- w� z z a w DATE DRILLED: cn III o o w EQUIPMENT USED: ii O o >-A >„_ M 0 o c ELEVATION 12 BORING 6 May 18 & 22, 1989 24" - Diameter Bucket to 46' 5" - Diameter Rotary Wash to 71' 10- - 5 5- - 10 - 15 . -5- - 20 -10= - 25 -15- .-• 30 -20- 25 •- - .35 . - 40 53.2 67 5 71.9 55 10 51.2 69 9 66.1 58 8 64.6 60 58.5 63 11 12 41.9• 72 16 36:0 87 30 49.7 71 - 14 44.0 73. 16 SM FILL - SILTY SAND - fine, pieces of brick, some debris, brown M SURFACE OF NATURAL SOIL SILTSTONE - some Clay, thinly bedded, dark brown Dark grey Black Dark brown Interbedded lenses of Sand Layers of Silty Sand NOTES: Drilling mud used in drilling process.. Water level not established_ Hole grouted with bentonite-cement mixture. .Bucket boring drilled adjacent to rotary wash boring "for •water level - measurements. Water not encountered. LOG OF -BORING LeROY CRANDALL AND ASSOCIATES_ PLATE A - 1.6 • 0- 2 0 w O u: rn m C9 10 w: Q 0= .m m U 0 (s m -o c vi ca c o C O-'co to i� C o 0 U U 2 U -c m� N m Y N o C c A o W U 0 a0 )Q as QOS C o -o m i N -C 0 c m -C co c • m c U) O m o- - .m .0 0-0 O 0 m • a_ 0 o o o m -co _c f- m 0 z SAMPLE LOC, DATE DRILLED: EQUIPMENT USED: ELEVATION _ 13-12 BORING 10 May 19, 1989 5" - Diameter Rotary Wash 10- — 5 5-. — 10 0— r- 15 -5- - 20 10 — — 25 -15,- 30 20-- .— 35 -25- - 40 126 106 8 41.0 78 8 50.1 71 9 1 } 58.8 64 9 80.0 52 6 1 51.3 65 8 44.0 74 .11 48.3 71 63.6 - 58 49.6 71 46.1 74 44.6 73 14 M FILL - SILTY SAND - fine, few Gravel, brown SURFACE OF NATURAL SOIL SILTSTONE - some Clay, massive, dark grey Thinly bedded, interbedded lenses of Sand NOTES: Drilling mud used in drilling process. Water level not established. Hole grouted with bentonite-cemerit mixture. LOG OF BORING LeROY CRANDALL AND ASSOCIATES PLATE A - 1.10 • • • MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES COARSE GRAINED SOILS (More than 50% of material is LARGER thanNo.200 sieve size) - GRAVELS (More than 50% of coarse fraction is LARGER than the No. 4 sieve size) CLEAN GRAVELS (Little or no fines) Z7133 Vo. "p-� ;Qi•;0 ay GW Well graded gravels, gravel -sand mixtures, little or no fines. °`= :ti QY i"jO'd ,oao b .1 GP Poorly graded grovels or grovel -sand mixtures, little or no fines. GRAVELS WITH FINES (Appreciable amt. of fines) C: K 1 i*,>� Z ; GM Silty gravels, grovel -sand -silt mixtures. .•~ GC . Clayey grovels, grovel -sand -day mixtures. - SANDS. (More than 50% of coarse fraction is- SMALLER than the No.4 sieve size) CLEAN SANDS:'===':; (Little or no fines) _ _ _ SW Well graded sands, gravelly sands, little or no fines. ; r SP Poorly graded sands or gravelly sands, little or no fines_ SANDS WITH FINES . (Appreciable amt. of fines ) - : ' a SM Silty sands , -sond-silt mixtures. • SC Clayey sands, sand -clay. mixtures. . FINE GRAINED SOILS (More than 50% of material is SMALLER than No.200 sieve size) SI LTS AND CLAYS (Liquid limit LESS than 50) ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity.. . � i" Ci- Inorganic clays •of low to medium plasticity, . gravelly clays, sandy clays, silty clays, lean clays. OL Organic silts and organic silty clays of low plasticity . • ti ti ; SILTS AND CLAYS - (Liquid limit GREATER than ^50) . • .- 'MH - Inorganic. silts, micaceous. :or diatomaceous fine .sandy or silty soils, elastic silts_ off �fy`(�'" CH Inorganic cloys of -high ;plasticity, fat cloys, OH Organic clays.of•medium -to -high plasticity, organic.. silts. ' . f• H I:GHLY ORGAN I C SO:I LS Pi Peat and other '•highly -organic soils., flOUNDARY CLASSIFICATIONS: Soils possessing character-isi"cs of two groups ore 'designated by combinations of -group symbols. ' " P A R T 1 C L •E S 12 E L I M "IT SILT •OR CLAY. SAND 'GRAVEL - 1 t COB BLES1 1 -I rile,:—, BOULDERS - • FINE ' -MEDIUM. COARSE FINE COARSE ' NO.200 NO.4O • 31q�- U. S. STA-NDARD SIEVE S12E UNIFIED SOIL CLASSIFICATION SYSTEM Reference.: The Unified Soil Classification System, Corps of Engineers, U.S. Army Technical -Memorandum No. 3-357, Vol. 1, March, 1953. (Revised April, 1960) LEROY CRANDALL & ASSOCIATES :PLATE A-2 ui 0 r E • ° .rn c0 'CD JO8 089034.AEO 0 0 1000 0 a) ccaa al 2000' rs. 0 a. .E 3000 w CC to U) uJ CC II. 40.00 1.11 cs CC .0 to 5000 6000 SHEAR STRENGTH in Pounds per Square Foot 2000 3000 4000 5000 6000 `` i 7@14 • s A 5@5 • ik8fth10 \tk2@10 1@13 1► 6@ 15 16 • 2@3j\p'`� • 10@2•0 • . 2@22 '•• 1 @43 at \ ' \ •3@45 3@3 2@37 • 3@28 ` .A4@49 1@52A. 1@u 49 \,,,,,. .\. ° +, %,. @13 :A 7@14 BORING NUMBER . & 2@ 5@5 SAMP,LE DEPTH (FT.) \ \ ,9110 . 2@1top \ ;, _ • - \ �,° 6@15., ' ,-A 3@45 • 4 �8 , 3-3@7 ' O ' ; . to:@20 . 1@49 0i@3) . 1@52� @2i f .A2@ N�- 2@ . , t, \T \M . KEY: A • Tests at field moisture content 0 ' Tests at increased moisture content I L— Overburden samples Siltstone- samples DIRECT SHEAR TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 3 I/ 0 2 0 ai O L .o • 1 E .0 rn N n m O 4 00. 0.01 z 0.02- iz w a N = 0.03 0 Z 0.04 Z 0 "o c0.05 0 _V .0.06 0:07- LOAD IN KIPS PER SQUARE FOOT 0.5 0.6 0.7 0.8 0.9 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 • - ~4 Air Boring 1 at 19' SAND • • • • t+ ' 4 • • •• Boring 1 at 46' SANDY SILT NOTE: • Water added:to sample.4tomm46?'after-.consolidation undera aoad-of3 6=kipsper.squarefoot. The other-samplaieste&-at field -moi`turexOntent.' CONSOLIDATION TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 4.1 0 0 ELI E d 0 0) w co w' 0 O89034,AEO 0 0.4 0 0.01 1 U Z 0.02 cc w co 0.03 U Z Z 0.04 2-1 O N 0.05 O U 0.06 0.07 NOTE: - Samp es tested at field moisture content. LOAD IN KIPS PER SQUARE FOOT 0.5 0.6 0.7 0.8 0.9 1.0 2.0 3.0 4-0 5.0 6.0 7.0 8.0 44 Boring 2 at 54' SILTSTONE . y. o • Boring 4 at 25' � = i SILTY SAND / CONSOLIDATION TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 4-2 0 E E Ed co - CD Li 0 .Q m .a- 0.4 0 0.01 U z 0.02 W = 0.03 v z 0.04 :z 0 1- .1 ,� 0.05 z 0 U 0.06 LOAD IN KIPS PER SQUARE FOOT 0.5 0.6 0.7 0.8 0.9 1.0 20 3.0 4.0 5.0 6.0 7_0 8.0 ...y iv I 4 at 34' SILT Boring SANDY "., __ ... �i_,_4 Boring SILTSTONE 5 at 7 ~ .. Am +.! + •. - • _, -- AO 4 - -'—,;+. • 0.07--- NOTE: Water added to sample from Boring 4 after consolidation under a Toad of 3.6 kips per;square foot. The other sample tested at field moisture content. CONSOLIDATION TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 4.3 a U O E .w • d :Q: _m 0 0 0.01 :Z . _0:04 :O :z 0.05 0:06 0.07 LOAD IN KIPS PER SQUARE FOOT 0.6 07 0.8 0.9 10 20 3.0 4.0 5.0 6.0 7.0 8.0 • !! Boring 7 at 24' SILTSTONE 1. •` • • Boring SILTSTONE 8at24' 46. ...At.. �qr�' �.,.. __ ...... •_ . .• - • • • -+• - .. 4a `` =_ �R•_• y,,�.,.` .. • .4 • • ''1 •. -- --: s • `` _ NOTE: .Same es tested.:at.field:moisture content. CONSOLIDATION TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 4.4 0 0 0) m co co o: w co. -o_ m; 0 BORING NUMBER AND SAMPLE DEPTH : SOIL TYPE : MAXIMUM DRY DENSITY : (7bsicu. ft. ) OPTIMUM MOISTURE CONTENT : (%of drywt.) 6 at 5' to 10' 9 at 1' to 5' SILTSTONE SILTSTONE 80 82 36 ; 35 TEST METHOD : ASTM Designation D1557 _ 70 COMPACTION Tf;ST :DATA LeROY CRANDALL AND ASSOCIATES PLATE A-5 :Y E v rn CO • w_ m . 0 . BORING NUMBER AND SAMPLE DEPTH : SOIL TYPE : CONFINING PRESSURE : ( lbs./sq. ft. ) INITIAL MOISTURE CONTENT : (% of dry wt. ) FINAL MOISTURE CONTENT : (% of dry wt. ) DRY DENSITY : ( lbs.cu. ft.) EXPANSION INDEX : 6 at 5' to 10' 9 at 1' to 5' SILTSTONE SILTSTONE 144 144 22.0 21.8 50.9 49.4 76' 77 65 ' 72 TEST 'METHOD: Uniform .Building Cbde .Standard • No. •29 - 2, Expansion. index Test EXPANSION INDEX TEST 'DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 6 0 0 E 0 0) co w Q. 0 O iu. 0r m 0 rn O' O' BORING NUMBER AND SAMPLE DEPTH : SOIL TYPE : CONFINING PRESSURE : ( lbs.sq. ft. ) 5at3' 6 at4' 7at5' SILTSTONE SILTSTONE SILTSTONE 200 200 200 FIELD MOISTURE CONTENT : 562 71.9 46.2 • (% of dry wt. ) EXPANSION FROM FIELD TO SOAKED MOISTURE CONTENT : (%)' SOAKED MOISTURE CONTENT : (% of dry wt. ) 0.9 :57J SHRINKAGE FROM FIELD TO AIR - DRIED MOISTURE CONTENT : 14.0 (%) AIR -DRIED MOISTURE - CONTENT : (% of -dry wt. ) • TOTAL VOLUME CHANGE: (% 17.7 14,9 1.4 2.8 73.9 - 49.6 -8.0 10.9 22.7 15.1 9_4 - 13.7 EXPANSION TEST DATA LeROY CRANDALL AND ASSOCIATES PLATE A - 7.1 • 0 U ui 0 • co m co w a' 0 . O All c9 o:. of o O 01: O" BORING NUMBER AND SAMPLE DEPTH : SOIL TYPE : CONFINING PRESSURE : ( Ibs.lsq. ft. ) FIELD MOISTURE CONTENT : { % of dry wt. ) 8at3' 9at1' SILTSTONE SILTSTONE 200 200 72.5 52.1 EXPANSION FROM FIELD TO SOAKED MOISTURE CONTENT: 0.2 1.0 (%) SOAKED MOISTURE CONTENT : (% of dry wt. ) 73.4 53.3 .SHRINKAGE FROM FIELD TO AIR - DRIED MOISTURE CONTENT : 6.8 12.3 (%) . AIR - DRIED MOISTURE CONTENT : (% of dry wt. ) TOTAL VOLUME CHANGE: .(%) 26,2 18.5 EXPANSI.ON TEST DATA 13:3 LeROY CRANDALL AND ASSOCIATES PLATE A - 7.2 • • a U ui O E v m rn o CO -w; F= = PERCENT PASSING BY WEIGHT 100 90 80 70 60 50 40 30 20 10 0 10G 90 SIEVE ANALYSIS U.S. Std. Sieve Openings U.S_ Standard Sieve Numbers HYDROMETER ANALYSIS ;" 1-1/2" 3/4" 3/8" #4 #10 #20#40 #100 #200 _ 1 1 00 SIM Si . �* i • _ Baring 1 at 57' • ••,. �—• SILTSTONE Boring 3 af65' . ' • � I +• SILTSTONE ' - _ O 80 0 70: m 60‘ O Z 50; .tn �- a¢. 40: F• - "30, 20 - 0 Boring 7 at7' SILTSTONE - -e N '-- h CO 1 : ). .,— •tV A[) ;-CO D to ' O -��°O. O.-O In ti rn v 0 0 0 a) •PARTICLE :SIZE IN,;MlL-LIMEIIh 3S, GRAVEL 'Coarse { Fine SAND Coarse, 'Medium . -Fne 04 O O.00 t0't `CM al rO Co' CD 'Co 0 00.0 00 O SILT OR CLAY PARTICLE •SIZE DISTRIBUTION i 0 10 20 30 40 50 60 70 80 90 100 10 PERCENT RETAINED BY WEIGHT 20 0. 30: .} 40 t° .60 LC 70,u 0 50 Z FF-- w U CC 80- wLE - • '9.0 LeROY CRANDALL AND ASSOCIATES PLATE A-8 APFENDMB PRIOR SUBSURFACE EXPLORATIONS. .(BYOl'I�ItS) . • • • . ' . • . •.:• • ... . , ELEINFitDER130RES*S..: . • . . . • • - • . . • . . • • - • • • . • ". • ' • . .•. • -• , • . , : . ,. • . , • •. . . . . ". . • • . - . . • • Date Drilled: Water Depth: Drilled By: Date Measured: Drilling Method: Reference Elevation: Logged By: Datum:. 0 0 6 2 1 12 (2): (3) (4) .110•••••1 10-7 . - NIME101, t7k 0 -J 0 .0 Ct. 0 GEOTECHNICAL DESCRIPTION AND CLASSIFICATION (5) .NOTES ON FIELD -INVESTIGATION . . I. .SAMP1E - Graphical r% ' of sample :pail shown baps. Spat- "Spoon • - Stendard--Penetrotion lest.Sarnpie (SPI) &he .SOrnple • - Colifernia•Sorripie (00 : 0 Bulic.SiiinPle - Obtained -by As:acting -cuttings. -in a -plasfac bog Tube :Sample • - Shelby/Pk:her TubeSol** 2. -1E1 SAMPLE 140. - Sample Number • • - • ' • - 3. BLOWS/ET - ilariaber.,:Olzblows -required r-to ,‘odvaracesaniter. 1 1foot Aurdess a :lesser Kfistonceis .-..,pecifv.4. . - - • i .: • somiters•*•senefai,viere.driven intolhe...-salot. theibettrirn of :the hole with '-a• standiktel140:.Abliharitifier :dropping- a -standard .30 inches. • -•Driie saesvidleitect• 'ii ':bucket --ouger.•-tioringesniT;be ;,-obtrikked*AropPing-:non7istondrird -weight groni•-sariable• heights. - Allhen-ILIPT-somPler sar:uset_lhe' :blow -court :conforms :to jsras-o=isse. • . 1 , weAltr— tomPlecore-RecoverY.009-ki'Petccitlx) •.crid "Rod.c-Ounfty Designrition ARODYin .percent- (%).• -ROD is 'defined es the perceritagS,:oVcoreirsoih;ron stick -the spacing **roan matunkfreetures is givater-lhon 4inthes. Mechanical breaks • of the core • uAct-Fconsidered. .• . -4. :GRAPIJIC- LOG- Stapdard -symbols lor:ra -Gni! rock lypes. as :shown . on plate .A-1b. ar_ . - .. : . GEOIECHNICALDEkRIP11011 • . • . -k .: : .m.-_- SOA,cloisilftofions we .bosed-OnAhe-finfect:SoiTtlottiftation.Systern per Asnitz,kway.ondidesignafions.indudo-consistracy. moisture. . S : -telot,'andotheryroiadifiers:.Tatid-descriptionsliaverbeen..-incidifieitAo,rellect- results of4Oharatottonalysca-twiterer7sleemed .espropriate. . • 12Ock :-AtorirclostV' catkins tginenetrindude, .a iockaype. •color. --rnaiabire..-.nirsend zconiAtuanisaAeIree:•!etweathedna; °Hereon.. and • -Ths-reichalidproperfiss -of itis.dc.. Fribdc. -fileaSone.-qbedofing,aPociigar 'fatiOc03,--.°116"digg"'0fillenb:#°n 11r.chP-Preient•d . • .. I - irhere,,OpPaipiats. . Dracrip*n4-5-SoUssIgirva.. rodc-lonriabOn il -ibced :in- brodoetsotAtreberjnning -of -the descriPtibn i.where oppicable. far -amok itesid' uol.Sei. -6. DRY1)ERSITY.,1101SIIIRE -`.00f4E/IT: Its istknatecrby _lObarcstory or field::testing: • . - . I ' 7. •ADDMORAL- rtis — (ncficates sant* tested for -properties -:•Other lion 'the- obove):. . . 40.1A.--. Akoirtexalayaenirly - - . 'SG --Specrre• • . -PP - POcket-Pensboinetsr • . 4S -4;i0ine,..1rathlia-1/on • HA '1.4411;.4.00terAiKeiO3 AlPt'Wai41"--10.6-1012 • -IS-- ifiaiiiViStiepr - -SE -.-,Siiiici•sIgnifari• nt!. . At. - Atterberglings :CP ,- CalapoO;fotential -.13 - :Eipaissiopindes • .. RV - 31-,Valis - It ,- :Unconfined "-ecsnpressiOn CHEM.- -SitfateJOncl--Chkcide .Content..p11. Resisfiely CH -- •-Consoidation. . --441 L fit:n.044 - . . _' CU - Cortscifikition Undninecritiaxici T - Torvone 1A/ - .UncOnsirskited•-•findrodolained TriaCD - Zonsoidated Drained. Mimic" tillit1DES - orientation of rock 4fisco;otinuarobserved in bucket .ouger -boring or•rodroore. -esii.reosed in :stageitriP :and ASP ancile. respectively. preceded by .a. ene-iettersymbol denoting natuie of IfiscontiriuRy as shorn .belos. . Et-tedcfing Pions - ..t Jointing Q Contact . F Fault . S: Shear . 108 10 DS, SE cS . (6) (5) (7) WINFELDER EXPLANATION OF LOGS PLATE A —la .m••••••••••••• UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) PRIMARY DIVISIONS GROUP SYMBOLS SECONDARY DMSIONS . WE1L GRADED GRAVELS, GRAVEL -SAND LaDOURES, LITTLE OR NO FINES i ks,23 9I§zXE GRAVaS (LESS THALL) 5X FINES GP 10 Ilkl.1116 i • POORLY GRADED GRAVELS OR GRAVEL -SAND /HOMES. UTILE OR NO FINES - s st.. 2 -03 w 0 GRAVEL GM tat t, •ST3Y GRANELS. GRAVEL-SAND-SLT MIXTURES a Pr° cilPitt w WAN FRES GC of f4F-j" 1 • fir ." : VLAYIet GRIMELS..GRMEL-SAN-CLAX MIXTURES I zS 6 WEIL GED RADSOIDS. GRAMMY SANDS, UME OR NO FINES • 41,267 - SANDS, (LESS IHAN) 5X FRIES SP •-:::..1".::: . POORLY GiADED SAMS OR GRAVELLY SANDS. UTTLE OR NO FILES cc cc- • o .mg 0 SANDS -. : SILTY- SANDS.-56410-Sly NUDISM . . .11011 SC - . • Alitiiiir SANDS.-SAND-Gi& TIOCIURFS ' • . IA li 11 :, ,,, SILIS.:11ERY, FINE SANDS. ROCK RM.-SIM OR 1..1 .6 r . . gtrli a. ; , , Azealver LOW-10.11EDIUM-PLASOCIIY.- GRAVELY CLOS. • /'/.''• seey-cum suy cum LEAN, OAS 5 0 ,,, '.1,715 116%4 rs _so . to Ot SIUSAND 'ORGANIC SIX-CUNS. OF LOW FLASH= . 9 ' E . .1NORGANICSI.,:1AMEOUS OR : DIA701.GCEOM FINE- SAMS -OR III . 0 *r sft cr...esg ai .: moRGWAC.CUOSOF NM PLASTIOTY. FAG GAS 2 -...tag gg • = 0 • m.. •Ei - -0 OH " ' ••••447,-V." -,-ORGANIC .ClAYS OF RERUN 10 HI PLAISITCITY. ORGANIC sio ,..0••-• - o . . TEAT. MUCK AND .0111ER -HIGHLY .ORGAMO SCRLS • • I HIGHLY - ORGALLIC S0 PT • • " • -•SANDSTONES • SS . • - - • . • - - GOSTOTES • -SR •1". , • . -•• - - CLAYSTONES CS. . . . _. .., ,.z., . LS 4 _ ...„ , AT, JM, . . . S4ME . . . - • . . .. .. ••. • . . . . . . . CONSISTENCY CRITERIA -BASED ON FIELD TESTS . . - . . . - .-< • - "MRWAtE Tomo. .M. . . . CONSSIENLY- . - REUDNE DENSITY - COARSE - •GamiSoiL FINV-LCMN.:SOIL - • --PENETITOINSTER - - •• - : . ...cp. • ' . -.•".40404FLWW51041ANER - :FALISAGASINCHES REGILINE• • -scri-,• %wam , - , ,sp.i. - UNDRAMED ' 1111CONFIJIED " Itek.i*HRE•le,&4101..au. - -(14ylow00 „Leasor.:(z)- : -cotisgmcl (f.ltiesirin) -•smigrat4.0,0 . -SIRENC°61). WilqCsi ...-. ...... _ - .otediry - fl./AS11050IFSTANDARD • . • Very "Loose . . •<4 0 -'15 : :' -Vely-Satt X2- <0:13 , . . <OAS • ettiatimpiot.--Its; =0 . . - . ii5 • IL25 - A:5 • . , . • 10 •-I5.:'.- 33 .. - Solt . .2- -4 -1112.- - !am -UtiONFINED • Arica* .-.I.-- - Stiff .. - 4 -- A • 05 • '05' - lA • COMMESSWE . - weirgurq .-..02S 7 • Still3lattill- • MedkoO•LOasse. -:- 10 - 30 . • 55 --65 .•- 1 - . ' 0 - 15 -0.5-1.0 . ., • 1.1) - 221. • laig/St111. -IdatillitOW''410CIta • Datee. - t30 •-50' ' 00 -.455 - , • V.Stiff ' - -15 —30 • . . 1.0 - 2.0 • 2.0 4- .4;0 ; PENETROILETER . . . -Woy:Dotioi , .- .>50 - • .e5.- leo .. wil a .., >30 >2A >4:0 . . ..... • - ' - • . . .: . . _ . MOISTORE ;CONTENT . -CEMENTATION . . . . , ' - . • • -FairrEir i) ESCRIPI1Or •TIELO-IEST ., - .. : ;Absence ot inolsture.-Arbssly. -dry to -the touch •Ifeakly . Crutobies or .breola-miturhoncin,or-ortglit-Swer-possile: Moist. ".0cenp -but -no-;vinalle :water . . 'Moderately .aurnble3 or Tweaks -id" --axiskiergbiwcmger :preseure • • Vet Ale'lroo water. moony 110a is below water -table •• Strongly 'Will not crumbli;•or•Ixsok -with -finger Omura , • . 11 ICLEINFELD ER . -EXPLANATION. OF LOGS • PLGE " Date Drilled: 6/7/02 Water Depth: >41.5 feet Excavated By: Spectrum Exploration Date Measured: 6/7/02 ' Drilling Method: Hollow Stem Auger 6 inch Elevation: 18 feet (approximately Logged By: J. Norum Reference Datum: MSL S flp1,e Tarp,. uippla Nwaber IGraphio Log u Moisture ,Content (6) Additional Testa Field Screen • 4 SOIL DESCRIPTION at • ; . c AND m o 114 CLASSIFICATION u"' ni w � "w 1 ''',m ARTIFICIALeFIL- L"(Af): • - ' = Silty Sand.;(SNI): brown, moist, fine to medium sand, - • - ' , - "some -coarse: sand, trace clay. -ls. - - - . _in, •.. - : 20•- 78 34A .= ---Dark brown. -to -- " CAPISTRANO.FORhVIA-TION.(re): " ,Clayey Siltstone:.dark brown, moist, with fine to "medium - San :stiff - _ 10 •3 " 26 r - -- Oiganics/odor of decomposition, very stiff: 58 64.0 DS . 15 : 4 18 : — Hydrogen sulfide odor, 'increase in clay content, stiff. • 61 59:5 CN 2 3 . - 27 . r 3 ---Stong=Yydrogensulfide odor., verystiff 47 ,91:6" - 30 16 . - - -: --,Increase in sand content, hydrogensulfide odor, ;stiff. 59 612. - -15 • Hoag, Central" Plant West - PLAT' inKL,F-1 N•TF.E L D.E'R one-Hoag:Drive -Newport Beach, California •A-2a L PROJECT NO_ .16901-01 - LOG "OF :BORING B-1 • Drafted by: Reviewed by: Explanation To "Logs On Plate A-1 44 m C O u m art A Ul " . Graphic 'Log SOIL ESCRIIPTION AND CLASSIFICATION (Continued From Previous Page) Additional e 11 13 VI H 0 -04 35 .37 -- Very stiff. Total .depth 41..5 feet. Groundwater not encountered. - Boring :backfilled.with soil cuttings. ab 525 =K L E I NfE:L:D:E-R PROJECT NO. 16901-01 Hoag. :Central Plant _West .One Hoag -Drive NewpoaiBeach, California LOG OF BORING -B- f PLAT Alt Drafted -by: Reviewed .by: Explanation To.Logs -OnPiate.A .i' -1, 15 .10 5 o - • .5 • orkOloi • Excavated By: ° Drilling Method: Logged By: .s 10 15 20 , 1. 4 3 :)6•' . • 0 0 0 t) X 0 0 r4 .4 4 m .16 20 39 :26 -31" 0 0 -ri • -14 0. f/V2 Spectrum Exploration Hollow Stem Auger 6 inch J. Norum Water Depth: Date Measured: Elevation: Reference Datum: SOIL DESCRIPTION AND CLASSIFICATION SPHALTIC-CONCRETE:. : I ARTIFICIALTILL, A • SiltY (S111):: rovitni:nioist rule to:medium ga114, some clay.: 1 - - • • • . Darkgray. • ICAPISTRANO FORMATION c : Clayey Siltstonc uanctoirmiastiff. • Totadepth 26.5 feet Groundwaternotencountered. Boring bac led withsoitcuttings. Kt E I N- F ELDER PROJECT NO. 16901-01 Hoag Central Plant West One Hoag Drive Newport Beach, California LOG OF BORING B-2 Drafted by• Reviewed by: Explanation To Logs On Plate A-.1 >26.5 feet 6/7/02 18 feet (approN MSL .99 .• 61 .66 192 . • 601. -511 PLAT A-3 . Date Drilled: 6/7/02 • WaterDepth: 41 feet Excavated By: Spectrum Exploration Date Measured: . 6/7/02 Drilling Method: Hollow Stem Auger 6 inch Elevation: 72 feet (approximate - Logged By: . J. Norum Reference Datum: . MSL m 81ow Counts (,blows/toot) 0 Moidi turn ,Content (%) SOIL DESCRIPTION L H z " a o :CLASSIFICATION -443w _ o. 40 m m -.4 - C O ' +4 J7 40 O I P.D. 0 E$+, —70 - —I. • Refer to bucket boring KB-1 for -lithology in fast 45. feet. _, - . . - s=," - -65 - 10— . . . -- -15— - =55. - . - J - - . L-• 20_. —50' � •- . . 1 1.. • - 31:17--- " . L40 . "E ..-E Hoag :Ceritral•Piant West_ Pam• j t K 1, FN. =L D :E R One Hoag Drive " • -NewportBeach, California A-5 PROJECTNO. 16901-01. .LOG OF ;BORING"B 3 ' Drafted by: Reviewed by: Explanation To Logs On Plate A-1 • -35 - 40— -30 - • ofb It .45 -4 50" . • 55-y 1 45 Graphic Log Op" ZT 43 SOIL DESCRIPTION ,a c • AND o 2c e a w crP CLASSIFICATION • i u Si 31 o w 01 El (Continued From Previous Page) D A m �00 ai ®51 0. k0 0 �V H -® Si Q M. U at Eli ALLUVIAL TERRACE".DEPOSI'TS'(Oat): Silty Sand (SM ): light brown, wet, dense. CAPISTRE N:O-FORMATION (T-cO:. hCIA yey SiltstOiie:. fight gray, wet, fine sand, trace -clay, • i Total depth S5. feet. : Groundwater=.eneounteredat 41 feet below ground: surface. Boring:backfilied-with soil- cuttings. I:IKLEtNFELDER PROJECT NO. 16901-01 Hoag -Central Plant West • One-Hoag:Drive Newport Beach, California. LOG .OF BORING-B-3 Drafted by: Reviewed by: Explanation To Logs On Plate A-1 cis PLATE A-5b Date Drilled: 6/7/02 Water Depth: - 41 Ieet Excavated By: Johnny and Pam's Drilling Date Measured: 6/7/02 Drilling Method: Bucket Auger 24 inch Elevation: 72 feet (approximate Logged By: D. Hasham Reference Datum: •• MSL a i►4 ma 4as O - DI `" A le a.°@` I. Of a 'l .z .i id, Ca Biow Counts • '(blows/foot) Graphic Log • z. 2• .0 x -a m -:+ ti+ C0 �. u A Moisture • Content (%) • ' 0-c°0 a a .44 Ar4O b E` e 2 3 4 's . 2I12" = .� :5/12" -' ,- ,=.�. = .AR1114. CIA.L_:TILL.-(AD: 89 lar 107 13.7 . `2 9 DS .. Silty .Sand :-(SM): light :brown, dry, dense, trace gravel:- - - ' _� - =65 _ _ _ - - 10 -60 - _ :. ALLUVIAL TERRACE ; DEPOSITS f. p-- at): Clayey :Silt •(M'L): light olive -brown, slightly moist,- stiff. — Sillier. Silty Sand (SM): light olive -gray, moist," dense, fine sand: — Light brown, fine to medium sand, less silt. - 1s--, - _ ass = , =. = : - Sand . : h t mo ine=san -trace:silt,dense. { SP- ) P� :SY� a;- • • - • -- Some cernentation,:=trace shells. — Light brown, coarser. — Brown,. some siltandclay, some small shell --fragments. — Medium sand, some coarse sand. - 20• _ = -50 _ _ - zs— =45 . 30Imi. -40 - ® -K L- E I -N =F :E LDER. • PROJECT NO. 16901-01 Hoag Central Plant°West OneHoag°Drive Newport -Beach, California - LOG OF BORING KB-1 PLA A-4 Drafted by- Reviewed by: Explanation TO Logs On Plate A-1 E4 G � 0 • ® U m -.t m o d r0 � a co co W ... SOIL DESC "gJ1UI'1 AND CLASSIFICATION (Continued From Previous Page) — Trace cobbles. — Siltier. --'Very fine sand. Silty Sand- (SM): gray, wet, trace sulphur, slight sulphur odor, medium dense to dense. Total depth 45 feet -below ground ' surface,. boring- - terminated due to. effective refusal. Groundwater encountered at 41 feetbelowground surface. Caving from 42 feetto44: feet widenedbonng to 4 feet in diameter. Boring. backfilled: with- soil: cuttings.. K.L.E:I.N.F-E:L D ER PROJECT NO. 16901-0I Hoag: Central Plant West One Hoag Drive Newport Beath, California LOG OF BORING KB-1 Drafted by: Reviewed by: Explanation. To Logs On Plate A-1 95 Si 43 43 0 -4 0 23.4 PLATE A-4b • • • LOWNEY ASSOCIATES -BORINGS z 0 LL •a s SUBSU ': FACE EXPLORATION .NO: L 1 Sheet 1 of 2 DRILL RIG: CME-75 BORING TYPE: 8-INCH HOLLOW si tM LOGGED BY: ADC START DATE: 1-24-05 FINISH DATE: 1-24-05 PROJECT NO: 1651-26 PROJECT: HOAG HOSPITAL RETAINING WALL LOCATION: NEWPORT BEACH, CA COMPLETION DEPTH: 51.5 FT. Z O ¢^ m U" _ w . 43.5 = �— o �' Z w w 0 °' This log is a part ore report by Lowney Associates. and should not be used as a stand•atone document. This desaiption applies onty to the location of the exploration at the time of dnng_ Subsurface conditions may Ofef at other locations and may change at this location with time. The description Presented is a simpfdwatian of actin conditions encountered Transitions between soil types may be gradual. MATERIAL DESCRIPTION AND•REMARKS - SURFACE ELEVATION: 44 FT. (+1--) m y r 0 a' z w 1. 0 U E- a z dt'21—� Z W OJ Tres K a. m w j.. y6 0 z �00 - i ri .a } 0 t? Z w oo w a N F.0 w `� 22- a Urhrtrained Shear Strength (ksE) Q Pocket Penetrometer Torvane i tinconraied compression . . LW Triaxial Compression to 20 3.0 4.0 a' 6-INCHES ASPHALT•CONCRETE ASPHAL - 43.0- -, n - -: �� - J 1.9-INCE#ES-CRUSHED_ MtSGELI=ANEOUS SASE - CMB 42 3_ - = = -- - SAND (SP), medium dense; slightly moist, brownish - orange, fine 'grained; toffy graded SP - . - 32 T. 3 102 . • • 'S - V.10 _ - • - SANDY SILT(IUIL) stiff, moist, gray to brown, low plasticity, Fe staining - . - ti_. = ML 11 x _ 73.6 30'5- = - SAND (SP) medium dense; moist, gray; mottled orange; fine grained, Fe' -staining, poorly. graded - - - eo.. - . - . . 15- '- SP • . . . 24.5- - .SILTSTONE-(MH) olive -to brown; moderately 2 t � ' # 'weathered;' high-plasticity,.friable, medium -stiff;, some - subarigular-Weaiheredksiltstone olasts.-irate shell . fraarnents; nearhorizontalfabric - , �^ • - • MU 6 _ - . - . - • . •• • ' 25' - - ss - .becomes hard — becomes •less .weathered • 50 $ 49 70 . - 13.5- t - Continued Next Page - _ GROUNDWATER OBSERVATIONS: SL: PURCHED GROUND WATER MEASURED AT 9.8 FEET ON 1/26/05 T: DEEP GROUNDWATER TABLE MEASURED AT41.2 FEET ON:1/26/05 f LOWNWASSOGATES Environmentat/Geotechnical/Engineering. Services LB-1 1651-26 SU :.,SURFACE EXPL* r: A Trt 1-4 NO: LB -I Cont° cal . Sheet 2 of 2 . DRILL RIG: CM E-75 PROJECT NO: 1651-26 ' BORING 'TYPE: 8-INCH HOLLOW STEM PROJECT: HOAG HOSPITAL RETAINING WALL LOGGED BY: ADC LOCATION! NEWPORT BEACH, CA START DATE: 1-24-05 FINISH DATE: 1-24-05 COMPa i ION DEPTH. 51.5 FT. - . This log is a part of a report by Lowney Associates. and sharld not be used as a - Undrained Shear Strength stand-alone document. This description appfies only to the location of the exploration at the time of drilling_ Stinudace condrtions may Offer at other location and may . el z • (kst") ' z 0 x 2 ui • dungeat this location with time. The description presented is a simpfification of actual collations encountered. Transitions between soil types may be graduaL tu . a- Z tu — Qui,: ' 1.- zit_ et ut 411i:: It ,... .''•ir, ai ..... ig cn < 4! ,..-, ki Pocket Penetrometer - >u• tu u- ‘-' -1 ',-,03' '.5 .,.°I -I 02 '-8 w 0 MATERIAL DESCRIPTION AND REMARKS •-• "3 z---. L.& c° -w. r„, 2 8 g - 22 • Unazinfined Compression n. A U-Wiriaxiat Compression 13:5_ - 1.0 20 3 0 4.0 30 SILTSTONE (MII) olive to brown, moderately . . . • • . • - . 35 • A. .," -4/ ,Z, weathered, high plasticity; friable, medium stiff, some subangular weathered siltstone clasts, trace shell' fragments, near horizontallabric . . _ , _ - - 16 . 33 .. ,. # . . 32 74 . - . .. . • . - : • - //1 ' - • .. . . . • .# - • . - • • I /1 _ . ' . , • becomes hard MH_ 21 - , . , • - . - • . • .. . ' ' . . : . # - . . . . . . . - • 4 /.,,, — -. 4i44- 73 • - . - - ' /, . . _ . - . - • . . - . . . . • ' . • . /19 - . . becomes very .stiff . - - •.• • . •• . . . . .17X... . . • . - • - • • " . eiaTAIRMIOEBOR-1144AT.,51.5,TEET - • . . .. .. _ - PERPEKi-rAWA-71.790f,EET(11.26105) - - .b00.Av.G.WitrAt4f.ZFOT3(1126,165)- • . . . . - • . . - , P.E.:04E0MONITOIRING.VELLSENCLICSE13- WITH - . . • ' 1 . . : 55- - • SENTONITE'VSMiti; LAYERS • - • , • • • . . , . . . . . • . . " . _ . -- . - - . • . -.- . . . . . : - - . - . . _ . . - • " 60- • - - . . ' - . GROUNDWATER OBSERVATIONS: - : PURCHED GROUND WATER MEASURED AT 9.8 FEET ON 1/26/05 •: DEEPL GROUND WATER TABLE fulEASURED AT ai 7 FFFT ON 1/26/05 WNE Erwironmertid/Geotechnical/Engineering Services !ASSOCIATES LB-1 1651-26 SUBSURFACE EXPL4 Txo NO: L.-2 Sheet 1 of 2 DRILL RIG: CME-75 . BORING TYPE: 8-INCH HOLLOW STEM -LOGGED BY: ADC -START DATE: 1-24-05 FINISH DATE: 1-24-05 PROJECT NO: 1651-26 PROJECT: HOAG HOSPITAL RETAINING WALL LOCATION: NEWPORT BEACH, .CA COMPLETION DEPTH: 51.5 FT. • Z p t-}_ >v w 36_5'' = t-,- tug CIN• SOIL LEGEND ��3S t; r n ip CD m 1/1 �' aK gith z Z r ' 1. • g irk rn Iiiu Nei to W . o- PENETRATION RESISTANCE (SLOWS/FT,) �. ,g m MOISTURE CONTENT (%) co an. it .O PERCENT PASSING NO, 200 SIEVE Undrained Shear Strength l Q Pocket Penetrometer Torvane • Unconfined Compression U-U Maxie! Compression to2.0 3.0 4.0 0 : _ NGHES%ASPNALT'OONGRET:E � ASP.HAL 36.0- UANEOUSBASE cMEI _ . 3515- r c •_� -6=1NCHESwCRUSi ED,MISCE , f - SILTY SAND"(SM)::•loose-,to;medium dense; moist, :: yeltovifistr:brown, finegrained..,pooily-graded • - • . SM 5- E: 4• E-_=-: _ - • • s 285- -r ` CLAYEY SILT"(MH) hard; moist; dark brown, high • plasticity. - • 1 .• - - MH- 49 .- 51 71 22.5- . SILTSTONE(MH). olive to:brown,:modeiately 15 01 � weathered; high:plasticity; friabte,.hard; near:horizontal — fabric 21 X (� 93.7 Zt)=kt - `\� . . - _ • MH 44•'? 44. 73 . _ . 25: kA interbedded,withsvb-horizontal 1t4 inch thick sand lenses; very. stiff •• - . - 12 ; 6.5.- 30J`� _ 'Continued Next Page - GROUND WATEROBSERVAT1ONS: " • , LOW r !ASSOCIATES Environmental/Geotechnical/Engineering Services LB-2 1651-26 • :40 SU •SU-RFACE EXPLORATION N 4 o LB-2 Coated Sheet 2 of 2 DRILL RIG: CME-75 PROJECT NO: 1651-26 BORING TYPE: 8-INCH HOLLOW STEM PROJECT: HOAG HOSPITAL RETAINING WALL LOGGED BY: ADC LOCATION: NEWPORT BEACH, CA - •START DATE: 1-24-05 FINISH DATE: 1-24-05 COMPLETION DEPTH: 51.5 FT. This log is a part ofa report by LcwAey psw•:xes. and stwu ld not beamed as a Undrained Shear Strength ( stand-alone document_ This desaiption applies only to the location of the exploration Z - at the.time of drilling. Subsurface axWitions-may tidier atotherlouationsand may O w ,••, y> O Pocket Penetrometer Z O <I- >u- = r^ w� Q Z w - es -, change at this lorationwith time. The desaiption.presented is a sin-4,14,1;w of actual emdtions encountered. Transitions between sot types may be gradual- w Y t- _I 8 i F Z u. Q¢y a't•- t-uss -, w a g w j t— t-Z rmF Z ri w0 oa a I - 0, Zo a Tuxvane - w A p Zr� •S) ¢ w OZ '-" w� ,.- Unconfined Compression o m MATERIAL DESCRIPTION AND REMARKS °' aim v o �z - v A U4UTriaxia6compression ' 6.51 to . 20 . 30 -4.0 i 97 SILTSTONE(MH) olive to brown, moderately . weathered, high plasticity, friable,. hard, near horizontal -48 fabric _ 42 74 .7 - • 3 4. becomes very stiff . _, 14 X _ 4' some-subangularweathered sandstone-ciasts, hard _ • "MH 50-3.: i, 43 74 - `p J • 45.", -�"" catcium•carbanate.nodutes, interbedded :15 i . .. sornewhiie: with 1/2.-inch•ihick sand -tenses; very -stiff - • • �, - becomes hard - • . • go _ . ' SOTTOt OFBORINGATil•FEET . - ' SBA, eKEIILEDWITH SOIL=GIUTFINO:S. = 55— _ - - : 60- - GROUND: WATER OBSERVATIONS: •• !ASSOCIATES mental/Geotechnicat/Engineering Services LB-2 1651-26 OP SU ,SU 'FACE EXPLO TD N NO, (L' -3 Sheet 1 of 2 0 • DRILL RIG: CME-75 BORING TYPE: 8-INCH HOLLOW S 1 EM LOGGED BY: ADC START DATE: 1-24-05 FINISH DATE: 1-24-05 PROJECT NO: 1651-26 PROJECT: HOAG HOSPITAL RETAINING WALL LOCATION: NEWPORT BEACH, CA COMPLETION DEPTH. 51.5 FT. • ik ilk i z O t=� >u- in ILI 41.0 = t—^ w� n z ui v at .MATERIAL This log is a part of a report by Lowney Associates. and should not be used as a stand -aline document Thus description apples only to the location ante exploration at the time of do ang. Subsurface cotcfrtions may ram, at other locations and may " change atthis location with time. The description presented is a lion of actual conditions encountered. Transrb'ons between so7 types may be gradual. DESCRIPTION AND REMARKS SURFACE ELEVATION: 41 FT. (+I- w a Y ...r o . O w ^ -}. zti ¢¢r'n f-uJ'� z w m 0_ — u- 2 en w a rr f_ .Pz yfw.,.. 2 O. o ,n.. zu. Da, ¢ v o O 2 Eiji Q w a ° t••'$ v o trz a Undrained Shear Strength i O Pocket Penetrometer 0 Torvane • Unconfined Compression A U-U Triatdaf Compression to Zo 3-0 4.0. " 0 6-INCHES:ASPHALT=CONCRETE. ASPHAE- •405- i, p • BaNCHES=CRUSHED='MISCELLANEQUS--BASE ... - • CMB O. 39.7- -� -: - = :: ,. SAND (SPP medium. dense to"dense, moist, yellow ish brown, fine-to_medium grained, Fe staining; poorly graded - II ::_= 39 N,17 87 • 1- 33.0= .,, CLAYEYSAND (SC)'medium dense, slightly moist, gray to.brown; fine grained;.poorly"graded - ' 28.0- 10 ' r - SC t5 1 -: CLAYEY S1L'T.(MH)-verystiff, moist, dark grey to • - brown, high plasticity -, - , - - l i- k I. �' - 20- -T - - MH ' 25 34 ' . F 20A= z. - 13 ).. k.. - :: '9 47 , SILTSTONE(MH)_olive•to.brown; Moderately weathered;: hightilasticity, friable, very- stiff, -near - . - : horizontaF-.fabric,-some-shell`fiagraents=with•horizontal alignment - . - - - - cc25 ~ H . ,,a• - ,p F^ • to . 11.0- : 30-"\ becomes hard _ • • MN 45 - s- '.55 67 .- • '= " SGROUtin WATFR Continued Next Page noc=rn iw-.-a...... PURCHED•GROUND WATER MEASURED AT 7.2 FEET ON 1/26/05 GROUNDWATER TABLE MEASURED AT 50_0 FEET ON 126/05 LB-3 1651-26 SLOBS FACE EXPL 16) TW® N fl Sheet -2 of 2 DRILL RIG: CME-75 BORING TYPE: 8-INCH HOLLOW STEM - LOGGED BY: ADC START DATE: 1-24-05 . 11.0 -10.5= o� 0 • z to w 0 .o FINISH DATE: 1-24-05 PROJECT NO: 1651-26 PROJECT: HOAG HOSPITAL RETAINING WALL LOCATION: NEWPORT BEACH, CA COMPLETION DEPTH. 51.5 FT. This log is a part of a report by Lowney Associates. and should not be used as a stand-alode document_ This description apples only to the location of the exploration at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with time. The desaiption presented is a simplification of actual condtions encountered. Transitions between soil types may be gradual. MATERIAL DESCRIPTION AND REMARKS zw.. DU1- 1-zu. w O Ca zwm r>-- 0 a0 !r n —w co> 0- 4-8 N CCz CL Undrained Shear Strength (ksf) O Pocket Penetrometer A Torvane Ill Unconfined Compression U U Triaxiai Compression 1.0 2.0 3.0 4.0 30 35 4 45 55- SILTSTONE. (MH) olive to brown; moderately weathered; high plasticity, liable, very stiff;. near. . horizonta[;fabric, some shell fragments with horizontal - alignment ' becomes hard sfrong.H2S odor BOT Aft 1l ie. IFISAT-51 FEET- P.= :- =MAT 7 Z fEET11f.2i A5j 41IIi =AT15Q=FEEr(11261.O5j- P ,� _,-D MNi1TORl {G°;WELLS=EN'GASEIJ'WITH UND WATER'OBSERVA' lONs: PURCHED GROUNDWATER -MEASURED AT7.2 FEET ON 1/26/05 u = D,==' _GROUND WATER TABLE MEASURED AT 50.0.FEET ON 1/26/05 5OCIATES /Engineering Services MH 13 . 53' ' 21 21 46 72 91.1 LB-3 1651-26 APPENDIX C CORROSION TEST RESULTS • MACTEC Job No. 70131-5-0689.0001 • • M. J. SCHIFF & ASSOCIATES, INC. I • • t Consulting Corrosion Engineers - Since 1959 December 6, 1995 LAW/CRANDALL, INC. 200 Citadel Drive Los Angeles, California 90040-1554 Attention: Mr. Mike Shahabi Re: 1291 NORTH INDIAN HILL BOULEVARD CLAREMONT, CALIFORNIA 91711-3897 909/626-0967 FAX 909/621-1419 Soil Corrosivity Study Future Building Hoag Memorial Hospital Presbyterian Western Portion of Lower Campus Newport Beach, California Your #7131-5-0689.0001, MJS&A #95177 INTRODUCTION This soil corrosivity study is based on laboratory data from five soil samples tested in February 1995 from -the western portion .of the lower campus. All samples were from the lower elevation which is about. Pacific Coast Highway -grade level. Boring 3: was near the gas well. Boring 4 and the utility trench were 400:feet westand:east of'the well respectively: The future building will be 3 or 4 story with a 1 or 2 level basement. The scope :of this study is limited .:toa determination of soil -corrosivity and general .corrosion control recommendations for materials,_ likely to be used for construction_ If he: architects and/or eeers desire more specific -information, "designs, specifications, . or reviews f design, we will be spy to work withttliem irrthe:f ure. • • EST 'IRf iI S.. . The electrical resistivity of each;sample was .measured: in:,a -son- box=per• ASpi1 G57 *.:its. as received condition. and : ? rtienfwit{ .d sttilled:,v Ater_ '.Resisti ties= are ;at : ut:iheir °loWest,vai [e:whenthe,-sa .-iss tei::: 'f e-:pil°€fthe-saturated'} pies- men d:_:;=:A'5 1 • - water:sail. extract :was-eheemieally forthemajor amonSandx cations, S e and,oxidalon- reduction ..(tedox) potentialwere deternrined. Total aeidtiy Tests :were=pei a ed on, three :samples where the pH was less::than: 5 5 -Tests were .also -Made for ammonium and intmte:on: one :sample: Testresults are shown-onf Table 1. • CORROSION ENGINEERING AND INVESTIGATION SERVICES SURVEYS • PLANS AND SPECIFICATIONS • INTERFERENCE PROBLEMS - SOIL TESTS • SUPERVISION, INSPECTION AND ADJUSTMENT OF INSTALLATIONS M. J. SCHIFF & ASSOCIATES, INC. ±' } Consulting Corrosion Engineers - Since 1959 Sample ID Soil Type 1291 NORTH INDIAN HILL BOULEVARD CLAREMONT, CALIFORNIA 91711-3897 909/626-0967 FAX 909/621-1419 Table 1- Laboratory Tests on Soil Samples Page 1 of 2 Hoag Memorial Hospital Presbyterian, Newport Beath, California Western Portion of Lower Campus Your #7131-5-0689 0001, MJS&A #95177 December 4,1995 B3, 3.5-5' B3, 8.5-10' B3, 18.5-20' B4, 3.5-5' utility trench 3 silty sandy, clay .clay clay clay ,clay Resistivity Units as -received ohm -cm 440 420 590 360 120 saturated ohm -cm 190 240 340 210 92 PH 4:0 6.8 7.1 4.8 2.4 Electrical Conductivity inS/cm Chemical Analyses Cations 3.91 2.63 . . 1.84 3.08 8.60 calcium Ca mg/kg 1,050 1,283 . 802- 766 1,599 magnesium Mgt+ mgfkg 323 421 379 " . : 297 1,354 sodium Na'+ . mg/kg . " 2,505 762 367 . •'1 845 6,444 Anions , carbonate . CO3' . mg/kg- bicarbonate i QO31 :mg/kg chloride C1'- .nig/kg -sulfate SO2 mg/kg Other Tests sulfide S2- qual Redox �uv atttnioniuin ..N114'+--.10glkg ;nitrate . • NO31 mg/,kg total:acidity . .>mg/kg • • 3,286 4;576 ND- 879 i9 ::Z629 ND 1;.1'35 1;067 ' . 1;848 ND ND 1801 4,421 ND ND --7;8.13 12;060 positive- = positive . -positive ;. . - positive .positive 4-20 . =49 - -96 . -994-28 ': na ; ' 'na. . . 2i2 83 ' na na ?320. ''na i1a "9849 >320 na na >320 Electrical conductivity and chemical analysis are of a 1:5 soil -to -wafer extract: mg/kg =milligrams per kilogram,(parts per million) of dry soil. Redox =.oxidation,=reduction potential. ND = not detected na = not analyzed CORROSION ENGINEERING AND • INVESTIGATION SERVICES SURVEYS • PLANSAND SPECIFICATIONS '• INTERFERENCE PROBLEMS • SOIL TESTS • SUPERVISION, INSPECTION AND ADJUSTMENT OF INSTALLATIONS it11,4 - these;seils nay snot be p °©poss ble: LAW/CRANDALL, INC. December 6, 1995 MJS&A #95177 Page 2 SOIL CORROSIVITY A major factor in determining soil corrosivity is electrical resistivity. The electrical resistivity of a soil is a measure of its resistance to the flow of electrical current. Corrosion of buried metal is an electrochemical process in which the amount of metal loss due to corrosion is directly proportional to the flow. of electrical current (DC) from the metal into the soil. Corrosion currents, following Ohm's Law, are inversely proportional to soil resistivity. Lower electrical resistivities result from higher moisture and chemical contents and indicate corrosive soil. A correlation between electrical resistivity and corrosivity toward ferrous metals is: Soil Resistivity in ohm -centimeters Corrosivity Category over 10;000 mildly corrosive 2,000 to 10,000 moderately corrosive 1,000 to 2,000 corrosive 0 to 1,000 severely corrosive Other soil characteristics that influence corrosivity "toward all : metals are pH, chemical content, soil types, aeration, anaerobic conditions, and site drainage. Electrical: resistivities were in the severely. corrosive .category with as -received moisture and after saturation. Soil pH values d from 2.4:.to .7.1: This- an$e.is,:extremely. acidic 'to neutral_ Ferrous' rnetals, copper, and concrete: are=susceptibles to:=acid attack_- a e,t e p ;is' less: than:5 5 Total .acidity :tests were=ruin. on three :samples vouch=co:� �'' '- cif i e a ti +i fvicaiowit amounts of base in lzkildtto raise the,.p1:Ofthe saturated_praste�to= :fl.:These;samplei er y:•buffered<and with.thexaddition . of 320 nig/k=g;of se;:;thers it pJI was; only t a e> i g l idic range_ :'Neuiraiizationi;of ., - - - TTe--chenlicd m ' =ht oftf3e = . 1es 4was: iir a _ a' :� e: n i =sulfate Ive the; p o:" t. - eiY` _ -anions.-.Chloride:-is°s=pathc1ifarly =cot. sive� or i s s;y in these: iri tions'-it-= 1 . overcome Clip rOw.6sroir inliibi#m ,re t .of =coirc *;i in� `einfoi gr l: • Snlfa[te: was m a. ange wlim sutfate.resistant ent; do le.: - - - . - • Sulfide; which is.:aggressive to.:copper: and;.ferrous,:. metals •.showed a.:positive:.reactioo.jrk=-all: five . qualitative -tests: lie, negative.:anWIiity :p44twe` redox- otentials- indicate•:- reducing, conditions:Im which:anaProbic, tulfi'ide=liraduehig:bacteria=-amactive. • The soil is classified as severely corrosive to ferrous metals,aggressive to copper, and deleterious to concrete. plastic On: any type of pipe,. -coat: bare ,;steel�app couplings with a- coal, tar -or- elastomer. - equivalent after assembly. LAW/CRANDALL, INC. December 6, 1995 MJS&A #95 1 77 Page 3 CORROSION CONTROL The life of buried materials depends on thickness, strength, loads, construction details, soil moisture, etc. in addition to soil corrosivity, and is, therefore, difficult to predict. Of more practical value are corrosion control methods that will, increase the life of materials -that would be subject to significant corrosion.. Abrasive blast underground steel and cast and ductile iron utility piping and apply a high quality dielectric coating such asextrudedpolyethylene, a tape coating system, hot applied coal tar -enamel, polyurethane, coal tar epoxy, or fusion bonded epoxy. Bond- underground steel and iron pipe with rubber gasketed, mechanical, grooved end, or other nonconductive type joints for electrical continuity. Electrical continuity is necessary for corrosion monitoring and cathodic protection. Electrically insulate each buried steel and iron pipeline from dissimilar metals, cement -mortar coated and concrete encased steel, and above ground steel pipe to prevent dissimilar metal corrosion -cells and to facilitate -the application of cathodic protection. Apply cathodic protection to steel andiron piping per NACE International. RP-016992. Coat- hydraulic elevator : cylinders -- as: described': above: Electrically insulate- each .cylinder from building -metals by instatiiog sdiele tri smatenal_ between.:the:piston; platen, anct car, -insular ng- _ he bolts; - and installing an insulat€d'jomt:i i-'the'oilr line: Apply'cathodic protection to hydraulic cylinders. As an alternative to.electrical insnlatioti: and ;cathodic protection;- place: each cylinder in a • plastic casing with apiastic- tcrijg t: eal at:the: ottcom. - - • The elevator oil line should be ;paced bove.rground if :possible but, if underground, - should:: -'be - pnIteeterlas,describedabovefor'steel-Mies.: Copper-'tubing;should:fbe-sdoui le.wxap ; tatai thickness :of 20 ` l% .electri y ; isolated. TEA -gee -tell No : special :precautions are, foi viewpaint:.protect :a y> of :V res`:u Mting* • tape over primer fora..: pin and .eathvdieally xpil utidergrOund from a -.corrosion aov firrii,ard iron pipe p tei ces --such-: as : bolts; joint .harnesses; or-- flexible =: antic, :weal epoxy, noldable-_sealant,: wax: tape, or LAW/CRANDALL, INC. . December 6, 1995 MJS&A #95177 Page 4 Where metallic pipelines penetrate concrete structures such as building floors or walls, use plastic sleeves, rubber seals, or other dielectric material to prevent pipe contact with the concrete and reinforcing steel. Protect concrete from sulfate attack with a seven sack mix using type 2 cement, type 2 cement with about 25 percent replaced by class F bituminous fly ash with a sulfate resistance factor less than 0.75 or type 5 cement. Use a water/cement ratio not exceeding 0.45. We recommend combinations of the following measures sufficient to protect reinforcing steel in concrete structures and pipe. from chloride attack: 1) increased concrete . cover, 2) a low water/cement ratio, 3) a corrosion inhibitor, 4) silica fume admixture, 5) fusion bonded epoxy coating on precut and. bent rebar, 6) waterproofing or coal tar epoxy coating the concrete exterior, 7). cathodic protection. Concrete structures and pipe should be protected from acid an -ark where soil pH is less than 5 5 Concrete can be protected by preventing contact with the moisture in acidic soil. Neutralizing the soil may not be practical or possible. Contact can be prevented with impermeable, waterproof, acid resistant barrier coatings such as high density polyethylene plastic under concrete. structures and rubber sheets bonded to vertical surfaces of concrete structures. • Respectfully Submitted, M:J. SCHIFF & ASSOCIATES, INC. Paul. • jsd • Enc: •T,ab1e l licks=gs19sa:70.:noc • MACTEC Job No. AE-87147 M. J. SCHIFF & ASSOCIATES Consulting Corrosion Engineers May 18, 1987 LeRoy Crandall & Associates 900 Grand Central Avenue Glendale, California 91201-3009 Attention: Ms. Susana Kemmerrer Re: 1291 NORTH INDIAN HILL BOULEVARD CLAREMONT, CALIFORNIA 91711 (714) 626-0967 Soil Corrosivity Tests Hoag Memorial Hospital Newport Beach, California Your #AE-87147, MJS&A #8705I Gentlemen: Laboratory tests have been completed .on four soil samples we selected from your borings for the proposed cancer center. "The purpose -of these tests was to determine -if the soils may have deleterious effects -on underground utili- ties, hydraulic elevator cylinders, and concrete foundations. The .electrical resistivity of each sample was measured in its "as received" condition and again with distilled water added to create. the standardized •condition of saturation. .Resistivities- are at -,about their lowest value when .the soil is saturated. The samples were chemically analyzed for the major anions and cations, and pH was measured. Sulfides and oxidation-reduction (redox) potential, -and pH were also measured. Results are shown on Table 1. Electrical resis.tivi.ties of soils are a measure of their resistance to the flow of corrosion currents. Corrosioncurrents, following Ohm's Law, tend to be lower .in high resistivity .soils. The electrical resistivity of a :soil varies primarily with its ..chemical and.:moistu.re contents-. -A commonly accepted correlation between electrical resistivity and corrosivity toward ferrous .metals is: -below .1,:00.0 ohm -centimeters 1,000 -to 2,-000 " 2,, 0.00 -to 10., 00.0 " over 10,000 " " severely corrosive .corrosive moderately :corrosive 'Mildly corrosive EJectrica.1 resis-tivities measured in the -laboratory :with "as received" moisture .content were in moderately corrosive .and corrosive categories. When saturated., -the sand- remained in the moderately 'corrosive •:categoryy, but the -claystone- -dropped_ into the severely co-r:rosive • category. The sands were near their most -corrosive :moisture .conten-t as -received. 'The wide variations in soil resis-tivity -can - create- concentration type corrosion cells that increase corrosi-vity -beyond :what would- be "expected .ba-sed on the resistivities .alone. pH values of :the .clays tone varied from 4.6 to 6.3 which is very strongly acid to slightly acid. :The sand pH was 7.7 to 8.1 which is mildly to moderately <aikaline. .Soils with a pH of less than 5.0 to 5.5 are detrimental to concrete and .asbestos -cement. Oxidizing acids are corrosive to copper. CORROSION- AND CATHODIC PROTECTION ENGINEERING SERVICES SURVEYS • PLANS AND SPECIFIC --IONS • INTERFERENCE PROBLEMS • SOIL TESTS • SUPEP'/ISION. INSPECTION AND ADJUSTMENT OF INSTALLATIONS • LeRoy Crandall & Associates MJS&A #87051 May 18, 1987 Page 2 The chemical content of the claystone was moderate with the predominant com- pound being calcium chloride in the shallow sample. The sands had low chemi- cal content. Sulfides, which are aggressive to copper, showed a trace reaction in the shal- low c lays tone in a qua l i to tive to s t and no reaction w i th the o ther samp les . The lowest redox potential indicates mildly oxidizing conditions in which anaerobic, sulfide producing bacteria may function. They require negative redox potentials to thrive. We classify this site as severely corrosive to ferrous metals and deleterious to concrete. The following corrosion control measures are recommended. Underground'steel utilities should be given a high quality -protective coating such as 40 mil .extruded polyethylene, 20 mil plastic tape over primer per AWWA Standard C209, - or hot applied coal tax enamel- or tape per Standard C203. All underground steel should be electrically insulated from above ground steel, dissimilar metals, and cement -mortar or concrete coated steel. Under- ground steel pipe should be made electrically continuous if rubber gasketed, mechanical, grooved end, or other nonconductive type _joints are used. For steel piping placed wholly in the sand and protected as recommended above, we -would not anticipate corrosion problems for 20 years and probably much longer. Cathodic protection is recommended for underground steel utilities placed wholly or partially in the claystone. 'A sand backfill would be helpful but does not preclude this - recommendation. Hydraulic -elevator cylinders should be well 'coated as -described above. :Each cylinder should be isolated -from building metals by installing -dielectric -:material between the piston platen and -car and also in the -oil- line. -The oil line :should be placed :above ground if possible but, if :underground:, should be protected as -described above • for -Steel-u:tilit3es. -Cathodic -protection is recommended for hydraulic cylinders .or-, :as an alternate, each -cylinder may :be placed in a plastic :casing With a plastic watertight seal --at the bottom. Cast or -ductile iron pipe, valves, -and fittings - should be encased In an .8 mil polyethylene tube or wrap per AWWA Standard .C105 or ANSI -21..5.. -This is -not -neces'sary 'for iron placed .in the sand; however, .such Iron should -not be placed in -:contact with concrete, cement -mortar, or dissimilar metals. Polyethylene plastic ;sheets '8 .mi`is thick and -dielectric joints may be used to prevent' .such contact.. topper placed in claystone should be coated with an 18 mil minimum plastic pipe wrapping tape over primer. In addition, as -alkalized sand backfill (25 lbs.. hydrated lime per cubic yard of sand) is recommended -to counteract the acidic claystone. Bare copper should -perform ;we-li in the sand. LeRoy Crandall & Associates May 18, 1987 MJS&A #87051 Page 3 An alkalized backfill is also recommended for asbestos -cement. No special precautions are required for plastic utilities placed underground from a cor- rosion viewpoint. However, any iron valves or fittings should be protected as mentioned above. Where metallic pipelines penetrate concrete structures such as building floors or walls, plastic sleeves or other' dielectric material should be used to pre- vent pipe contact with the concrete and reinforcing steel. On any type of pipe, bare steel appurtenances such as bolts, joint harnesses, or flexible couplings should be coated with a coal tar or rubber based mastic after assembly. Standard concrete mixes may be used for concrete in contact with these soils using type 1 or 2 cement. Concrete structures :should be protected from soils with a pH lower than 5.5. Protection could consist of neutralizing the soil with limestone or hydrated lime or preventing contact with waterproofing or a gravel capillary barrier. Concrete cover over .reinforcing steel in concrete contacting these soils should be at least 2 inches thick if placed against forms and 3 inches thick if placed against earth. Also a .water/cement ratio not exceeding 0.50 is recommended to reduce concrete permeability. The scope of this study was limited to a determination of soil corrosivity and its general effects onmaterials likely :to be usedfor construction. If the :architect and/or engineers desire more specific information, designs, .specifi- cations, or review of design, we will be -happy to work with them as a separate phase of this _project. .Respectfully .submitted, 11. J..,SCHIEF & AS: CLUES Paul R. Smith, P.E. cb Encl: Table 1 - Laboratory Tests on Soil Samples • • Table 1 - LABORATORY TESTS ON SOIL SAMPLES Boring Soil RodistiV it9 Chemical Analysis in mg/kg (ppm) of dry soil and Soil tMM.ceiitithe ets Calcium Magnesium Sodium Bicarbonate Chloride Sulfate Sulfide Redox Depth Type A8,Rec'd • Set'.d 1g Na HCO3 Cl SO4 S MV B2 40.5' claystone 1,300 690 4.6 80 24 253 244 283 400 none +290 B3 7.5' clayatone 1,600 420 • 6.3' 800 48 138 366 1345 600 trace +90 B4 7.5' sand 4,800. 4,500 8.1 40 trace 23 .122 71 95 none +240 B4 10.5' sand 3,700 2,40 7.7 40 trace 34 122. 71 105 none +250 Carbonate *m 0 for all samples Hoag Memorial Hospital Newport.Beach, California MJS&A #87051 P'4 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 6 Prior to the issuance of a grading permit, the Project Sponsor shall conduct a soil corrosivity evaluation. This evaluation shall be conducted by an expert in the field of corrosivity. This site evaluation shall be designed to address soils to at least the depth to which excavation is planned. At a minimum, at least one sample from each soil type should be evaluated. Appropriate personnel protection. shall be worn by field personnel during the field evaluation. In the event soils are found to be corrosive, the source and extent of the corrosive soils shall be determined, and all buildings and infrastructure shall be designed to control the potential impact of corrosive soils over time. Standard for Compliance: Approval of soil corrosivity report. Method of Verification: Documentation of approved soil corrosivity report. Timing of Verification: Prior to the issuance of a grading permit. Responsible Party(ies): Applicant; Building Director or designated representative or Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: ClUserslpenlDocumentslHoag LC Landscape MMP.doc 43 19 fPM-- Zoo? Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program • Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 6 Prior to the issuance of a grading permit, the Project Sponsor shall conduct a soil corrosivity evaluation. This evaluation shall be conducted by an expert in the field of corrosivity. This site evaluation shall be designed to address soils to at least the depth to which excavation is planned. At a minimum, at least one sample from each soil type should be evaluated. Appropriate personnel protection shall be worn by field personnel during the field evaluation. In the event soils are found to be corrosive, the source and extent of the corrosive soils shall be determined, and all buildings and infrastructure shall be designed to control the potential impact of corrosive soils over time. Standard for Compliance: Approval of soil corrosivity report. Method of Verification: Documentation of approved soil corrosivity report. Timing of Verification: Prior to the issuance of a grading permit. Responsible Party(ies): Applicant; Building Director or designated representative or Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: CN TWO --�,J �-- `- ,-ps 'lam ss��f l C 1UserslperiDocuments\Hoag LC Landscape MMP.doc 43 SOIL CORROSI VI TY EVALUATION MITIGATION MEASURES #6, 7 & 8 HOAG MEMORIAL HOSPITAL PRESBYTERIAN LOWER CAMPUS SLOPE & PCH SCREEN LANDSCAPE NEWPORT BEACH, CA • LosJ. "a►,,•Ifi President Prepared by • Prepared for: Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 Attn.: Mr. Gregg Zoll July 20, 2009 Project No. 3794 GEOSCIENCE ANALYTICAL, INC. Geochemical, Environmental & Litigation Consultants Established March 1981 GSA • • GtoScience Analytical, Inc. "established March 1981" 608 HAILEY COURT SIMI VALLEY, CA 93065 (805) 526-6532 FAX 526-3570 EMAIL GEOSCIIO@AOL.COM July 20, 2009 Greg Zoll Project Manager Facilities Design & Construction Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 RE: Lower Campus Slope & PCH Screen Landscape - Mitigation Measures #6, 7 & 8 Dear Mr. Zoll: Hoag Hospital Master Plan Project Mitigation Measures #6, 7 & 8 state: "Prior to the issuance of a grading permit, the Project Sponsor shall conduct a soil corrosivity evaluation. This evaluation shall be conducted by an expert in the field of corrosivity. The site evaluation shall be designed to address soils to a least the depth to which excavation is planned. At a minimum, at least one -sample from each soil type should be evaluated. Appropriate personnel protection shall be worn by field personnel during the field evaluation. In the event soils are found to be corrosive, the source and extent of the corrosive soils shall be determined, and all buildings and infrastructure shall be designed to control the potential impact of corrosive soils over time. Based on the corrosion assessment and source determination, a soils and construction material compatibility evaluation shall also be undertaken concluding with the appropriate mitigation measures and design criteria. Corrosion resistant construction materials are commonly available and shall be used where the evaluation/assessment concludes that corrosive soils conditions could adversely impact normal construction materials or the materials used for the mitigation of subsurface gas conditions. For example, there are many elastomers and plastics, like PVC, which are resistant to corrosion by up to 70 percent sulfuric acid at 140 degrees Fahrenheit. Environmental Audits Hazardous Gas Mitigation Litigation Consulting Petroleum Geochemistry a Y • • Should the soil be identified as hazardous due to the severeness of their corrosivity (Le., a pH less than 2.5), on - site remediation by neutralization shall be undertaken prior to construction. Appropriate regulatory agency approvals and permits shall also be obtained" A report entitled "Lower Campus Slope & PCH Screen Landscape Hoag Memorial Hospital Presbyterian Mitigation Measures #6, 7 and 8" has been completed and attached hereto. This report fulfills requirements imposed by Mitigation Measures #6, 7 and 8. Sincerely yours, Environmental Audits Hazardous Gas Mitigation Litigation Consulting Petroleum Geochemistry '4 .4 t • • • d, a a CONTENTS 1. Contractor's Disclaimer . 3 2. Executive Summary 2.A. Site History 3. Summary . 4. Findings . 5. Analytical Protocol: Corrosivity . 6. Results and Discussion 7. Mitigation . 6 8 . 10 . 11 . 12 . 13 8. Tables and Figures . 14 8.A. Figure 1: Site Plan/Boring Locations. . r 2 • 8.B. Table 1: Soil Boring Data - Corrosivity 9. Appendices 9.A. Appendix I: Analytical Data, QA/QC & Chain -of -Custody . 9.B. Appendix II: "Preliminary geochemical site evaluation of existing relief wells, gaseous flare, soil, water, and air on a portion of Hoag Memorial Hospital Presbyterian property, Newport Beach, California" by GeoScience Analytical, Inc. April 22, 1992. 9.C. Appendix III: Text of Mitigation Measures 6, 7 and 8 . • • r • • • 3 CONTRACTOR'S DISCLAIMER PROFESSIONAL SERVICES HAVE BEEN PERFORMED BY GEOSCIENCE ANALYTICAL, INC. USING THAT DEGREE OF CARE AND SKILL ORDINARILY EXERCISED, UNDER SIMILAR CIRCUMSTANCES, BY REPUTABLE GEOCHEMISTS PRACTICING IN SOUTHERN CALIFORNIA. NO OTHER WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO THE INFORMATION AND ADVICE INCLUDED IN THIS REPORT. WE HAVE NOT INSPECTED OR PASSED JUDGMENT UPON THE WORK OF ANY OIL COMPANY, THEIR CONTRACTORS OR THEIR SUBCONTRACTORS, IN CAPPING OIL OR GAS WELLS LOCATED ON THE SUBJECT PROPERTIES WHICH ARE IDENTIFIED IN THIS REPORT. WE HAVE NOT REVIEWED ANY PUBLIC OR PRIVATE RECORDS, IN SEARCH OF THE EXISTENCE OR LOCATION OF OTHER OIL OR GAS WELLS, HIDDEN, VISIBLE, OLD OR INADEQUATELY CAPPED, WHICH MIGHT BE LOCATED ON OR NEAR THE SUBJECT PROPERTY, WHETHER SUCH WELLS MIGHT BE KNOWN OR UNKNOWN TO THE CALIFORNIA DIVISION OF OIL, GAS AND GEOTHERMAL RESOURCES. WITHOUT IN ANY WAY LIMITING OR QUALIFYING THE FOREGOING, BY REQUESTING OR RELYING UPON THIS REPORT, YOU WILL BE DEEMED TO ACKNOWLEDGE: (1) WE ARE NOT TO BE HELD LIABLE BY YOU, OR ANY PARTY CLAIMING THROUGH YOU, OR ANY PERSON INJURED UPON THE PROPERTY, FOR ANY LOSS, COST, LIABILITY, EXPENSE, ATTORNEYS FEES AND COSTS, OR CONSEQUENTIAL DAMAGES OCCURRING AS A RESULT OF ERRORS OR OMISSIONS ON THE PART OF THE STATE OF CALIFORNIA, THE CITY OF NEWPORT BEACH, THE REDEVELOPMENT AGENCY OF THE CITY OF NEWPORT BEACH, OR ANY OIL COMPANY, OR THEIR CONTRACTORS OR • • • „ 4 SUBCONTRACTORS IN CAPPING THE OIL OR GAS WELL(S) IDENTIFIED IN THIS REPORT, OR: (2) AS A RESULT OF BREAKAGE OF OR SEEPAGE FROM UNDER THOSE OIL OR GAS WELL CAPS, OR AS A RESULT OF THE MIGRATION AND SUBSEQUENT EXPLOSION OF BIOGENIC GAS, AS A RESULT OF EARTH -SHAKING ASSOCIATED WITH EARTHQUAKES, EXPLOSIONS, EXCAVATION, DEMOLITION, SEISMIC VELOCITY TESTING, SOIL TESTING, WELL DRILLING OR THE LIKE; AND (3) WE HAVE DISCLOSED TO YOU THAT, IN OUR OPINION AS PROFESSIONAL GEOCHEMISTS, IT IS UNWISE TO BUILD STRUCTURES OR PAVED SURFACES OVER ABANDONED OIL OR GAS WELLS, OR WITHIN A HIGH POTENTIAL METHANE ZONE, GIVEN THE RISKS DESCRIBED IN (2) ABOVE, WITHOUT SATISFACTORY MITIGATION. FURTHERMORE, THE INFORMATION CONTAINED HEREIN IS SUBMITTED FOR THE SOLE AND EXCLUSIVE USE OF HOAG MEMORIAL HOSPITAL PRESBYTERIAN AND THE CITY OF NEWPORT BEACH AND SHALL NOT BE DISCLOSED OR FURNISHED TO ANY OTHER ENTITY, CORPORATION, OR THIRD PARTY, FOR PURPOSES OUTSIDE THE SPECIFIC SCOPE AND INTENT OF THIS CONTRACT, WITHOUT THE EXPRESS WRITTEN CONSENT OF GEOSCIENCE ANALYTICAL, INC. ANY UNAUTHORIZED DISSEMINATION OR REUSE OF THIS DOCUMENT WILL BE AT THE USER'S SOLE RISK AND WITH THE CONDITION THAT GEOSCIENCE ANALYTICAL, INC. BE HELD HARMLESS FROM ANY AND ALL CLAIMS FOR LOSSES OR DAMAGES AND EXPENSES ARISING OUT OF OR RESULTING FROM SUCH UNAUTHORIZED DISCLOSURE OR REUSE. ONLY LIMITED SAMPLING AND CHEMICAL ANAYSES WERE INCLUDED IN THIS ASSESSMENT. IN THE EVENT ANY CONDITIONS DIFFERING FROM, OR ADDITIONAL TO, THOSE DESCRIBED IN THIS ASSESSMENT ARE ENCOUNTERED AT A LATER TIME, GEOSCIENCE 5 • • • ANALYTICAL, INC. RESERVES THE RIGHT TO REVIEW SUCH CONDITIONS AND TO MODIFY, AS APPROPRIATE, THE ASSESSMENTS AND ANY CONCLUSIONS PROVIDED IN THIS REPORT. y • • • 6 EXECUTIVE SUMMARY At the request of Hoag Memorial Hospital Presbyterian ("Client"), GeoScience Analytical, Inc. has evaluated soil corrosivity on property proposed for Site Development (Lower Campus) located immediately east and west of Hoag Drive and bounded by West Coast Highway on the south and immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 1). The subject report addresses the requirements of Mitigation Measures 6, 7 & 8 (Appendix III) of the Hoag Lower Campus Slope & PCH Screen Landscape Project as adopted by the City of Newport Beach. SITE HISTORY The Lower Campus property has been known to contain methane and hydrogen sulfide in the near surface soils for several decades. Groundwater seepage on a part of the site north of the intersection of Hoag Drive and West Coast Highway also occurs. The source of the water is thought to be groundwater seepage along the contact between the terrace materials which overlie the Monterey Formation bedrock. The Monterey Formation is most likely the source of the methane and hydrogen sulfide gases which are being produced from various sand horizons. Hydrogen sulfide is acidic and in the presence of oxygen may be converted to sulfuric acid. In 1976, three gas extraction wells were installed along West Coast Highway on the Lower Campus. The gas from these wells currently is extracted with a suction pump system and flows through a series of pipes into a burner. In 1989, two of the extraction wells were relocated to allow for the widening of West Coast Highway. The existing gas extraction system serves as partial mitigation to a potentially hazardous situation for the subject property and, to a much larger extent, the surrounding 7 • • public and private properties offsite. In the absence of the gas extraction system, potentially hazardous and noxious concentrations of hydrogen sulfide and methane would vent naturally into the atmosphere and structures. The chemically reactive hydrogen sulfide could additionally create elevated concentrations of corrosive chemical agents which may negatively impact site development. No evidence has been found for the presence of hazardous substances with respect to corrosive soils (pH<2 or >12.5: Title 22 of the California Administrative Code). Soil acidity, however, may require design mitigation to prevent deleterious effects to construction materials (see Mitigation Measure 7). Soil corrosivity (pH) ranged from 3.9 to 9.6. We respect to soil corrosivity, no limitations exist which will render the site unsuitable for development with adequate mitigation for construction materials. LW 8 • • SUMMARY At the request of Hoag Memorial Hospital Presbyterian, GeoScience Analytical, Inc. has conducted a Phase II Environmental Audit on property proposed for Site Development (Lower Campus) located immediately east and west of Hoag Drive and bounded by West Coast Highway on the southand immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 1). This study has been undertaken to satisfy mitigation measures 6, 7 and 8 (see Appendix III) for the Lower Campus Slope & PCH Screen Landscape Project which require the completion of a soil sampling and monitoring program which shall address the presence of corrosive soils. Conditions imposed by mitigation measures 6, 7 and 8 have been addressed and no hazardous substances have been identified based on corrosivity. A review of appropriate construction materials is required based on the corrosivity assessment, however, in the event site grading includes other site development. A previous study, "Preliminary Geochemical Site Evaluation of Existing Relief Wells, Gaseous Flare, Soil, Water and Air on a Portion of Hoag Memorial Hospital Presbyterian Property Newport Beach, California (22 April 1992)" which contains related information and pertinent data is attached hereto as Appendix II. Mitigation measure 8 does not apply based on the degree of corrosivity identified. Eight (8) soil borings were advanced to depths as deep as seven (7') feet below existing grade in the undeveloped portion of the Lower Campus on property proposed for Site Development (Lower Campus) located immediately east and west of Hoag Drive and bounded by West Coast Highway on the south and immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 2). The subject report addresses the requirements of Mitigation Measures 6, 7 & 8 (Appendix III) for the Lower Campus Slope & PCH Screen Landscape 9 • • • Project as adopted by the City of Newport Beach. Soil samples were collected at depths of between 4.0' and 7.0'. Hoag Memorial Hospital Presbyterian, as Client, placed no constraints on the Contractor, nor did it suggest any interpretation of the data which were generated prior to completion of this report. The pH of soil samples ranged from a low of 3:9 to a high of 9.6. Corrosivity at the subject site does not, therefore, classify the soil- as containing hazardous materials or excess residual hazardous substances. • • • 10 FINDINGS GeoScience Analytical, Inc. has conducted a Phase II evaluation of a portion of the Lower Campus of Hoag Memorial Hospital Presbyterian. The property evaluated is proposed for Site Development (Lower Campus) located immediately east and west of Hoag Drive and bounded by West Coast Highway on the south and immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 1). Eight (8) borings were advanced to depths as great as seven (7') feet below existing grade and soil samples were taken for geochemical characterization of the site with respect to corrosivity. There was no evidence found for the presence of corrosive soils (pH<2 or>12.5) as defined by Title 22 of the California Administrative Code. No hazardous materials or excess residual hazardous substances have been identified under the scope of the subject investigation. 11 • • • ANALYTICAL PROTOCOL Laboratory Analyses Corrosivity of Soil (pH) EPA method 9045C was used to quantify the pH (corrosivity) of soil samples. 12 • • • RESULTS AND DISCUSSION A previous geochemical investigation has been completed by GeoScience Analytical, Inc. covering the undeveloped area of the Lower Campus of Hoag Memorial Hospital Presbyterian and in close proximity to the subject site. The results are reported in "Preliminary Geochemical Site Evaluation of Existing Relief Wells, Gaseous Flare, Soil, Water and Air on a Portion of Hoag memorial Hospital Presbyterian Property Newport Beach, California" dated 22 April 1992. That investigation found noncorrosive soils in the upper one foot. The current study reports on soil corrosivity to depths as great as seven (7') feet. A total of eight (8) soil borings have been advanced to depths as deep as seven (7') feet below existing grade (FIG. 1). Borehole locations were chosen to cover the site under those limitations imposed by the topography and existing underground utilities. Chain -of -Custody (Appendix I) was maintained throughout the investigation. Soil samples were analyzed for corrosivity (pH) and most were found within the range of 3.9 — 9.6 or nearly neutral (TAB. 2). None of the soils sampled are therefore classified as a hazardous substance. No hazardous materials or excess residual hazardous substances have been identified under the scope of the subject investigation. Yj 13 • • • MITIGATION No soils were encountered that require mitigation for corrosivity with respect to site grading. The study required by Mitigation Measure 7 relating to construction material compatibility with subject soils is needed and not made a part of the subject investigation. This report did not include a,construction compatibility report. The scope of the subject report has been limited to testing for corrosivity as it relates to California Code of Regulations' Title 22 definition of hazardous substances for disposal purposes. • FIGURE 1 • • LEGEND )Soil Boring Location NR GEOSCIENCE ANALYTICAL, INC. 608 Hailey Court Simi Valley, CA 93065 TEL. (805) 526-6532 FAX: 526-3570 SHEET TITLE: SITE PLAN JOB NO. - 3794 PROJECT: LOWER CAMPUS SLOPE & PCH LANDSCAPE SCREENING HOAG MEMORIAL HOSPITAL PRESBYTERIAN ONE HOAG DRIVE NEWPORT BEACH, CA 92658 DWN. BY: LJ P CHKD BY: FER DATE: 07/17/09 No O. hoag. iower.campus.07179 • • • TABLE 1: SOIL CORROSIVITY (pH UNITS) Soil Boring No. and Depth Analyte SB-1 SB-2 SB-3 SB-4 SB-5 SB-6 SB-7 SB-8 7.0' 4.0' 4.0' 4.0' 4.0` 4.0' 4.0' 4.0' pH 9.6 9.3 9.5 9.6 8.5 5.1 3.9 7.5 reHOAG.LOWER.CAMPUS.LANDSCAPEmm#8,7&8.07209 14 • • • APPENDIX I ANALYTICAL DATA, QA/QC &. CHASM -OF - CUSTODY • Ordered By .AMER!CANl SCIENTIFIC LABORATORIES, Sari :'t`f'll wd. 1 I., !.[.'.c n1;eh's. (A w;'K /f'7: r.i= a w 3-:;'O( ANALYTICAL RESULTS Site Geoscience Analytical, Inc. 608 Hailey Court Simi Valley, CA 93065- Telephone: (805)526-6532 Attn: Louis Pandolfi • Page: 8 Project ID: MITIGATEN MEASURES Project Name: Hospital Newport Beach ASL Job Number Submitted I Client l 42422 07/09/2009 1 GEOSCI Method: 9045C, Soil and Waste pH QC Batch No: 070909-1 Our Lab I.A. 238436 238437 238438 238439 1 238440 Client Sample I.D. 1 2 3 4 5 Date Sampled 07/08/2009 07/08/2009 07/08/2009 07/08/2009 07/08/2009 07/09/2009 , Date Prepared 07/09/2009 07/09/2009 07/09/2009 07/09/2009 Preparation Method Date Analyzed 07/09/2009 07/09/2009 07/09/2009 07/09/2009 07/09/2009 Matrix Soil Soil Soil Soil Soil Units pH Units pH Units pH Units pH Units pH Units Dilution Factor 1 1 I 1 I Analytes PQL" Results Results Results Results Results Conventionals _,_. pH •1.00 9.59 9.28 9.54 9.60 8.53 QUALITY CONTROL REPORT QC Batch No: 070909-1 Analytes LCS % REC LCS DUP % REC LCS RPD % REC LCS/LCSD % Limit LCS RPD % Limit i I Conventionals pH 100 100 <1 80-120 I • • Ordered By A MER .CAN SCIENTIFIC LABORATOR i i. s, LAX '1llltli'i?rrc(i i e';si/!i:?.LaSe/TIC ' - '(i N. <ou Fernand Rd., f•cri .Lard[( s, ( .1 `1t1(J6, led: r,i,_' : ; ?23..4I(+1i !'r;.t. ,,t ro t; L ?;. (Iifie ANALYTICAL RESULTS Site Geoscience Analytical, Inc. 608 Hailey Court Simi Valley, CA 93065- Telephone: (805)526-6532 Attn: Louis Pandolfi Page: 9 Project ID: MITIGATEN MEASURES Project Name: Hospital Newport Beach ASL Job Number Submitted Client 42422-07/09/2009 GEOSCI Method: 9045C, Soil and Waste pH QC Batch No: 070909-1 Our Lab I.D. 238441 238442 238443 Client Sample I.D. 6 7 8 Date Sampled 07/08/2009 07/08/2009 07/08/2009 - [Date Prepared - 07/09/2009 07/09/2009 07/09/2009 Preparation Method Date Analyzed 07/09/2009 07/09/2009 07/09/2009 MatrixIIII Soil Soil Soil Units pH Units pH Units pH Units j Dilution Factor 1 1 1 Analytes PQL- Results Results Results 1 Conventionals 1.00 pH 5.10 3.93 7.47 QUALITY CONTROL REPORT QC Batch No: 070909-1 Analytes LCS % REC LCS DUP % REC LCS RPD % REC LCS/LCSD % Limit LCS RPD % Limit Conventionals pH 100 100 <1 80-120 • • AMERICAN SCIENTIFIC LABORATORIES, LLC Environmental Testing Services 2520 N. San Fernando Road, LA, CA 90065 Tel: (323) 223-9700 • Fax: (323) 223-9500 COC# N 2 51470 GLOBAL ID E REPORT: ❑ PDF ❑ EDF Page \ Of ❑ EDD ASL JOB# Lfi9 -I22 Company: / eo s (jVA °I...At, L..? ( v..,v.... Repot To.v o, it, • ANALYSIS REQUESTED Address: GProject Name: ktj Gqg Address:. t -I-- � 13. ` V ' LL4 • • -- 1:u..t : \ cR MC30 6 0 ' /Site Address: Oe<..,) �.,-� I c,_ Q t. Invoice To: 1 j0 fa C .....� Telephone: ?'Q.S S 14 (a S.. 2. Fax: '6' d S f �i..t, 3 `'? 1 v Address: ((Y6 t-AU,kp a Special Instruction: Project ID: "N,-I-\/ ^fi- juS "124 5V : 0 At d\ y E-mail: GcaSe.., t c00.oc t ProManagejectr. 0. P.O.#: . 1366j I T E M LAB USE ONLY . SAMPLE DESCRIPTION Container(s) Matrix Preservation • i b° . Remarks Lab ID Sample ID Date Time # Type 038y3G (. 1\\t4\ ( ‘ 6. L4 S d A t442 ;Y'.) 9.?gyl2 ..lS 938(038 3 C,00 \ •) . 93gysg t t `b cpRRcivo • 5 2 - tt \ I . -{r . • Collected By: t Date 1 t u 0 q Time Relinquished By: Date Time TAT ormat Relin uished 8 : r Date Time q y C . Q —V\�•� (, � Received --" Date Time For Laboratory �iG� � �'�um `� , Bl - �Q J� . ! fl Received By: ' Date Time Condition of Sample: ■ Rush .( 4 4 4 Wl,ife - P .,.f Volln.0 I ohnrolnn. Dint - (`lion/ 15 • • • APPENDIX II PRELIMINARY GEOCHEMICAL SITE EVALUATION OF EXISTING RELIEF WELLS, GASEOUS FLARE, SOIL, WATER, AND AIR ON A PORTION OF HOAG MEMORIAL HOSPITAL PRESBYTERIAN PROPERTY,. NEWPORT BEACH, CALIFORNIA APRIL 22, 1992 • PRELIMINARY GEOCHEMICAL SITE EVALUATION OF EXISTING RELIEF WELLS, GASEOUS FLARE, SOIL, WATER AND AIR ON A PORTION OF HOAG MEMORIAL HOSPITAL PRESBYTERIAN PROPERTY NEWPORT BEACH, CALIFORNIA 22 APRIL 1992 PREPARED FOR: LSA ASSOCIATES INC. IRVINE, CALIFORNIA PREPARED BY: GEOSCIENCE ANALYTICAL, INC. • 4454 INDUSTRIAL STREET SIMI VALLEY, CA 93063 • - 2 - • • • THE INFORMATION CONTAINED HEREIN IS SUBMITTED FOR THE SOLE AND EXCLUSIVE USE OF LSA ASSOCIATES INC. AND THE CITY OF NEWPORT BEACH AND SHALL, NOT BE DISCLOSED OR FURNISHED TO ANY OTHER ENTITY, CORPORATION, OR THIRD PARTY, FOR PURPOSES OUTSIDE THE SPECIFIC SCOPE AND INTENT OF THIS CONTRACT, WITHOUT THE EXPRESS WRITTEN CONSENT OF GEOSCIENCE ANALYTICAL, INC. ANY UNAUTHORIZED DISSEMINATION OR REUSE OF THIS DOCUMENT WILL BE AT THE USER'S SOLE RISK AND WITH THE CONDITION THAT GEOSCIENCE ANALYTICAL, INC. BE HELD HARMLESS FROM ANY AND ALL CLAIMS FOR LOSSES OR DAMAGES AND EXPENSES ARISING OUT OF OR RESULTING FROM SUCH UNAUTHORIZED DISCLOSURE OR REUSE. THE ENVIRONMENTAL SERVICES OUTLINED IN THIS REPORT HAVE BEEN CONDUCTED IN ACCORDANCE WITH CURRENT PRACTICE AND THE STANDARD OF CARE EXERCISED BY' ENVIRONMENTAL CONSULTANTS PERFORMING SIMILAR TASKS IN THE SOUTHERN CALIFORNIA AREA. ONLY LIMITED SAMPLING AND CHEMICAL ANALYSES WERE INCLUDED IN THIS ASSESSMENT. IN THE EVENT ANY CONDITIONS DIFFERING FROM, OR ADDITIONAL TO, THOSE DESCRIBED IN THIS ASSESSMENT ARE ENCOUNTERED AT A LATER TIME, GEOSCIENCE ANALYTICAL, INC. RESERVES THE RIGHT TO REVIEW SUCH CONDITIONS AND TO MODIFY, AS APPROPRIATE, THE ASSESSMENTS AND ANY CONCLUSIONS' PROVIDED IN THIS REPORT. Fleet E. Rust, Ph.D. Registered Environmental Assessor - 3 - • • • CONTENTS 1.0 Contractor's Disclaimer 2.0 Summary • 3.0 Field Sampling Procedure . 4.0 Analytical Methods . 5.0 Results and Discussion 6.0 Appendices 6.A. 6.B. 6.C. 6.D. 6.E. 6.F. 6.G. 6.H. 6.1. 6.J. 6.K. 6.L. Figure 1: Site Plan Figure 2: Flare Thermal Gradient Table 1: Table 2: Table 3: Table 4: Table Table Table Sampling Site Locations C1-C4 Hydrocarbons in Gas C5-C7 Hydrocarbons in Gas CO2, 02 and N2 in Gas 5: Hydrogen Sulfide and Sulfur Dioxide in Gas . 6: Corrosivity of Water • and Soil 7: Aromatic Hydrocarbons in Gas Appendix Appendix Appendix B: Health and Safety Plan C: Chain -of -Custody Records . D: Laboratory Results . 4 • 6 • 10 • 13 • 16 21 22 23 24 31 34 37 41 43 44 46 69 77 'd - 4 - • • 1.0 CONTRACTOR'S DISCLAIMER PROFESSIONAL SERVICES HAVE BEEN PERFORMED BY GEOSCIENCE ANALYTICAL, INC. USING THAT DEGREE OF CARE AND SKILL ORDINARILY EXERCISED, UNDER SIMILAR CIRCUMSTANCES, BY REPUTABLE GEOCHEMISTS PRACTICING IN SOUTHERN CALIFORNIA. NO OTHER WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO THE INFORMATION AND ADVICE INCLUDED IN THIS REPORT. WE HAVE, NOT INSPECTED OR PASSED JUDGMENT UPON THE WORK OF ANY OIL COMPANY, THEIR CONTRACTORS OR THEIR SUBCONTRACTORS, IN CAPPING OIL OR GAS WELLS LOCATED ON THE SUBJECT PROPERTIES WHICH ARE IDENTIFIED IN THIS REPORT. WE HAVE NOT REVIEWED ANY PUBLIC OR PRIVATE RECORDS, IN SEARCH OF THE EXISTENCE OR LOCATION OF OTHER OIL OR GAS WELLS, HIDDEN, VISIBLE, OLD OR INADEQUATELY CAPPED, WHICH MIGHT BE LOCATED ON OR NEAR THE SUBJECT PROPERTY, WHETHER SUCH WELLS MIGHT BE KNOWN OR UNKNOWN TO THE CALIFORNIA DIVISION OF OIL AND GAS. WITHOUT IN ANY WAY LIMITING OR QUALIFYING THE FOREGOING, BY REQUESTING OR RELYING UPON THIS REPORT, YOU WILL BE DEEMED TO ACKNOWLEDGE: (1) WE ARE NOT TO BE HELD LIABLE BY YOU, OR ANY PARTY CLAIMING THROUGH YOU, OR ANY PERSON INJURED UPON THE PROPERTY, FOR ANY LOSS, COST, LIABILITY, EXPENSE, ATTORNEYS FEES AND COSTS, OR CONSEQUENTIAL DAMAGES OCCURRING AS A RESULT OF ERRORS OR OMISSIONS ON THE PART OF THE STATE OF CALIFORNIA, THE CITY OF NEWPORT BEACH, THE REDEVELOPMENT AGENCY OF THE CITY OF NEWPORT BEACH, OR ANY OIL COMPANY, OR THEIR CONTRACTORS OR - 5 - • • SUBCONTRACTORS IN CAPPING THE OIL OR GAS WELL(S) IDENTIFIED IN THIS REPORT, OR: (2) AS A RESULT OF BREAKAGE OF OR SEEPAGE FROM UNDER THOSE OIL OR GAS WELL CAPS, OR AS A RESULT OF THE MIGRATION AND SUBSEQUENT EXPLOSION OF BIOGENIC GAS, AS A RESULT OF EARTH -SHAKING ASSOCIATED WITH EARTHQUAKES, EXPLOSIONS, EXCAVATION, DEMOLITION, SEISMIC VELOCITY TESTING, SOIL TESTING, WELL DRILLING OR THE LIKE; AND (3) WE HAVE DISCLOSED TO YOU THAT, IN OUR OPINION AS PROFESSIONAL GEOCHEMISTS, IT IS UNWISE TO BUILD STRUCTURES OR PAVED SURFACES OVER ABANDONED OIL OR GAS WELLS, OR WITHIN A HIGH POTENTIAL METHANE ZONE, GIVEN THE RISKS DESCRIBED IN (2) ABOVE, WITHOUT SATISFACTORY MITIGATION. • 6 • • • 2.0 SUMMARY Hoag Memorial Hospital Presbyterian (Hoag Hospital) has submitted an application for development which is the subject of a Draft Environmental Impact Report dated October 1991 that is currently undergoing review by the City of Newport Beach. Part of that Master Plan addresses future development of the "Lower Campus": a parcel of land immediately to the north of West Coast Highway, east of Superior Avenue and below the Newport Bluffs which is the site of Villa Balboa and Sea Faire Condominiums. Concerns have been raised about possible adverse affects soil gas conditions on the Lower Campus may have during construction of new facilities and further into the future. In order to address those concerns GeoScience Analytical, Inc. was retained by LSA Associates, Inc. to undertake a preliminary soil, surface water and atmospheric gases sampling and analytical program. Neither LSA Associates, Inc. as Client, nor Hoag Hospital, as property owner, placed any constraints on the Contractor, nor did they suggest any interpretation of the data which were generated prior to completion of this report. On account of the preliminary nature of this study and the limited number of locations sampled hereunder, individual results may vary due to wind velocity, wind direction, barometric pressure, air temperature, and other variables. Three gas extraction wells currently exist on the Lower Campus • - 7 - • • • site which are removing approximately 5,000 MCF of subterranean gas per month from well depths as great as 100 feet below grade (Ninyo & Moore, "Assessment of Hydrogen Sulfide and Methane Gas Hoag Hospital Master Plan", January 14, 1992). Currently this gas is being flared. Before combustion, the gas contains approximately 4,000 ppm (v/v) of hydrogen sulfide and is 46.0% by volume methane along with carbon dioxide (14.0%), nitrogen and oxygen. The nitrogen and oxygen are thought to be derived from ambient air. The oxygen concentration has been significantly depleted as a result of bacterial methane oxidation. The gas was extremely "dry" in that it contained only trace levels of heavier homologues of methane indicative of an early diagenetic production and/or in situ biodegradation. After flaring, preliminary results indicate that the methane is reduced to background levels and hydrogen sulfide is below the limits of detection in the air (0.1 ppm v/v). The combustion product of hydrogen sulfide, sulfur dioxide, is also beneath the limits of detection (0.1 ppm v/v) in all samples analyzed. Air samples collected from both the building interiors and roof vents of subterranean vent systems beneath the Child Care and Cancer Centers contained only background concentrations of methane with hydrogen sulfide below the limits of detection. Soil gas samples collected from the area of the wetlands and surrounding near surface soils contained methane concentrations from 8.1 ppm to 3,360 ppm or 6.3% of the lower explosive limit. - 8 - • • • Prior to the installation of gas remediation systems along West Coast Highway and within the Newport Beach Townhomes, this same area of the wetlands and surrounding soils contained concentrations of methane as high as 536,000 ppm (GeoScience Analytical, Inc., "Geochemical Investigation of near Surface Hydrocarbon Gas Accumulatlions in Soil on a Portion of Newport Beach Townhomes and 43rd and 44th Streets", March 22, 1990). With installation of two passive gas extraction systems, however, the surficial combustible gas concentrations have been reduced by more than 99.0% from 536,000 ppm to a high of 4,762 ppm. Carbon dioxide (CO2) concentrations within the Child Care Center and Cancer Center interior air spaces and outside in the open atmosphere were determined. Within the Child Care Center and Cancer Center the carbon dioxide concentration ranged from 1,800 to 3,000 ppm v/v and outside ambient air at 4' above ground level was 1,200 ppm. Samples recovered from the roof elevations downwind of the flare contained approximately 6,000 ppm v/v of carbon dioxide. Interior carbon dioxide concentrations were below levels of concern according to applicable Federal governmental standards (Occupational Safety & Health Administration, "Limits for Air Contaminants", July 1989, Table Z-1-A) . Measurements were made for the presence of benzene, toluene, ethylbenzene and xylenes in samples recovered from within the Child Care Center and Cancer Center as well as ambient air - 9 - • • • and subslab vents. In all cases concentrations were less than the limit of detection of 0.5 ppm v/v. Flare feedstock was also analyzed for these aromatic hydrocarbons. Feedstock gas contained less than the detection limits of benzene, toluene and ethylbenzene. Xylenes were present at less than 2.0 ppm v/v in the feedstock gas. The absence of these compounds is in !agreement with an immature shallow source for the gas which is produced by early diagenetic reactions at low temperature. Samples collected from the wetlands contained no aromatic hydrocarbons above the limits of detection. Soil and water corrosivities were determined on samples taken from the wetlands. All pH measurements were within the neutral range being neither acidic nor basic. A comprehensive Health and Safety Plan, attached herewith as Appendix B, assured all aspects of site safety during all sampling activities. Anticipated elevated levels of hydrogen sulfide and methane were of primary importance. - 10 - • • • 3.0 FIELD SAMPLING PROCEDURES Applicable EPA protocol was adhered to during all phases of the sampling activities (U.S. Environmental Protection Agency, "Test Methods for Evaluating Solid Wastes", Third Addition, 1986, SW-846; California Dept. of Health Services, "California Site Mitigation Decision Tree Manual", 1986). Chain -of -Custody records were maintained and are included herewith as Appendix C. A comprehensive Health and Safety Plan, attached herewith as Appendix B, assured all aspects of site safety during all sampling activities. Anticipated elevated levels of hydrogen sulfide and methane were of primary importance. Gaseous samples were of two types: those collected in 1 liter Tedlar bags and those collected in 250 cc glass containers sealed with inert teflon stoppers. Tedlar bags (SKC Type 232-01 equipped with a polypropylene valve) were filled with an oiless Dayton Speedaire pump model 2Z866. Connections between the pump and the Tedlar bag were made with 1/8" O.D. teflon tubing type TD2-03420. For sampling in remote areas such as roof vents, teflon tubing was used for the intake. For air sampling in accessible spaces such as rooms, ground level atmosphere or open space on roofs the pump intake was directly open to the atmosphere. All Tedlar bag samples, once collected, were stored in the dark. Glass sampling vessels were filled with distilled water and +1 • • stoppered with a teflon septum leaving no headspace gas. Gas sampling was accomplished with a gas tight syringe and samples were stored in the glass vessels by water displacement. No atmospheric contamination or outgassing of the teflon occurs with this method. In some cases, ambient atmosphere was sampled by opening the vessel and draining the water. The container was then stoppered with a sample of ambient air within. Soil gas samples were collected by driving a four (4) foot probe into the soil with a slide hammer. A 1/8" teflon tube, described above, attached to a thin stainless steel rod was then lowered 4' into the probe hole. An air tight 60cc syringe was affixed to the uphole end of the tubing and one sample withdrawn to flush the tubing. Samples were withdrawn and injected into glass containers described previously. Soil samples were collected for pH measurements by removing the top 6" of soil with a spade. The soil was further disaggregated with a spatula and approximately 400 grams of soil removed with a teflon spatula and placed in a precleaned jar. The jar was sealed with a teflon lined lid and stored at ten (10) degrees Celsius in a cooler. Water samples were collected in 200cc precleaned containers by simple submerger,:,, and were also stored at ten (10) degrees Celsius. Extraction well gas is pumped at a pressure higher than atmospheric. Therefore gas well samples required no use of secondary pumping. For tedlar bag samples, a 1/8" teflon tube was utilized to connect the well valve on the high pressure side A - 12 - • • • of the pump to the polypropylene valve on the tedlar bag. The well pump valve was "cracked" open to flush the teflon tubing of atmospheric contamination and then the inlet of the polypropylene valve on the tedlar bag was affixed to the teflon tubing and opened, allowing the bag to fill. The valve was then closed and the tedlar bag stored in the dark. The glass containers were inverted over the teflon tubing and the incoming gas simply displaced the water. The tubing was then removed and the containers stoppered. A composite sample of all the wells was obtained in this fashion. Individual wells were sampled by isolating two (2) wells and letting the in line compressor operate for five (5) minutes to flush all composite gas from the lines. Samples were then taken as described above. Temperature measurements of the flare and thermal plume were also taken. Since the flame is approximately 20' above ground surface, the thermocouple was attached to, but insulated from, a 20' long metal pole. The thermocouple was moved to various locations within the flame and plume. At each position of a desired temperature measurement, the thermocouple was held in place until the voltage measurement stabilized. 7 - 13 - • • • 4.0 ANALYTICAL METHODS Samples were analyzed by Certified Testing Laboratories, an independent testing laboratory certified by numerous California governmental agencies in addition to the Environmental Protection Agency. Chain -of -Custody forms were maintained during all aspects of the program and are made a part of the record as Appendix C, attached. Analyses were performed according to applicable EPA protocol (U.S. Environmental Protection Agency, "Test Methods for Evaluating Solid Wastes", Third Addition, 1986, SW-846) or ASTM Methods where no EPA protocol has been established. Hydrogen Sulfide/Sulfur Dioxide Tedlar bag samples were analyzed for their H2S and/or SO2 content with a gas chromatograph equipped with a Hall detector according to EPA Method 15(mod.). All samples were analyzed within 72 hours of collection. Results are reported as parts -per -million (ppm) volume/volume. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. Benzene/Toluene,Ethylbenzene/Xylenes (BTXE) Tedlar bag samples were analyzed for their applicable aromctl.: hydrocarbon content by gas chromatography using a photo - ionization detector according to EPA Method 8020. Results are reported as parts -per -million (ppm) volume/volume. Applicable - 14 - • • • QA/QC protocol was followed including standardization, blanks and replicate analyses. Corrosivity (pH) The corrosivity of the soil and water samples was measured according to EPA Method 9040 using a calibrated electrode. Results are reported as standard pH units. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. Carbon Dioxide, Oxygen and Nitrogen Samples were analyzed according to ASTM Method D1946. Gas container samples were analyzed for their CO2, 02 and N2 content using a Carle Model 8700 gas chromatograph equipped with a thermal conductivity detector. The carrier gas is helium at a flow rate of 30 cc/min. Two stainless steel 1/8" O.D. packed columns in tandem are used for the separation: an 8.0' 50/80 mesh mixture of 80% PPN/20% PPQ porapack followed by a 6.0' molecular sieve 5A 60/80 mesh. Quantitation is with an HP Model 3390A electronic integrator. Results are reported as parts -per -million (ppm) volume/volume. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. C1-C7 Hydrocarbons Glass container samples were analyzed for their methane, ethane, •f - 15 - • • • ethylene, propane, propylene, isobutane, n-butane, isopentane, n-pentane, isohexane, n-hexane, isoheptane and n-heptane content using a model 2400 dual column Varian gas chromatograph equipped with flame ionization detectors. The separation is achieved with an 8.0° stainless steel 1/8" 0.D. column packed with 100/120 mesh alumina. Temperature programming occurs from 70 - 240 degrees Celsius at 15 degrees per minute. Quantitation is with an HP 3390A electronic integrator. Results are reported as parts -per -million (ppm) volume/volume. Applicable QA/QC protocol was followed including standardization, blanks and replicate analyses. Flame Temperature The flame and thermal gradient plume was measured with an Omega Engineering Inc. Type K nickel -chromium alloy/ nickel -aluminum alloy thermocouple (Cromel-Alumel) affixed to a 20° steel tube. The voltage output was measured with a Model 9176 Varian strip chart recorder set at 50 mV full scale deflection. Power for the recorder was supplied by a 3500 watt generator. Results are reported as degrees Celsius. Calibration was performed before, during, and following field measurments. .1 - 16 - • • • 5.0 RESULTS AND DISCUSSION Hoag Memorial Hospital Presbyterian (Hoag Hospital) has submitted a Master Plan development application which is the subject of a Draft Environmental Impact Report dated October 1991 that is currently undergoing review by the City of Newport Beach. Part of that Master Plan addresses future development of the "Lower Campus", a parcel of land immediately to the north of West Coast Highway, east of Superior Avenue and below the Newport Bluffs which is the site of Villa Balboa and Sea Faire Condominiums. Seventy-three (73) samples were collected from the soil and air of the subject property as part of the current study. Sample types and locations are identified in Table 1. The gas being supplied to the existing flare contains 46.0% methane (TAB. 2) and approximately 4,000 ppm of hydrogen sulfide (TAB. 5). These values, measured on four (4) distinct samples of flare feedstock, are in good agreement with previous studies of the well gas. The flare is currently combusting approximately 50 lbs. of sulfur, as hydrogen sulfide, per day from the production of the shallow gas extraction wells. This effluent is not creating any detectable levels of hydrogen sulfide or sulfur dioxide in the ambient air. Anticipated scrubbing of the feedstock to remove hydrogen sulfide will reduce the possibility of future atmospheric pollution due to sulfur from the extraction wells. •r Y - 17 - • • • Air samples taken at the Child Care Center and the Cancer Center, as well as samples from throughout the site did not detect hydrogen sulfide or sulfur dioxide above the limits of detection (TAB. 5). Only trace levels of methane are present on the subject site, except for the area of the wetlands and in decaying surface vegetation. Four (4) samples taken from the roof and interior of the Child Care Center and Cancer Center were analyzed for an expected combustion product of methane, carbon dioxide, and a hydrogen sulfide combustion product, sulfur dioxide, and aromatic hydrocarbons. The background concentration of carbon dioxide in the atmosphere is approximately 350 ppm v/v in pristine environments ("Handbook of Chemistry & Physics", 53rd Addition, CRC Press). Automobiles, power plants and sewage decay are known large producers of carbon dioxide. Five (5) air samples taken at an elevation of approximately 15 - 35 feet above grade contained carbon dioxide concentrations of approximately 5,500 ppm v/v (TAB. 4). The existing flare effluent was calculated to contain roughly 600,000 ppm v/v of carbon dioxide which is apparently undergoing dilution by a factor of 100 in the ambient air downwind of the flare. Nine (9) samples were analyzed for sulfur dioxide and did not contain SO2 above the level of detection of 0.1 ppm v/v which sur,gests that the SO2 reacted by conversion to sulfate (TAB. 5). Five (5) air samples which were collected from subslab vents did not contain levels of methane or other hydrocarbons above - 18 - background. Carbon dioxide concentrations were similar to that found in the surrounding air. No sulfur dioxide or hydrogen sulfide were detected in the vent gases above the limit of detection of 0.1 ppm v/v (TAB. 5). The maximum temperature of the flare was measured at approximately 600 degrees Celsius (FIG. 2) which means that the gas density is about one half its normal atmospheric value. Therefore,, the flare plume rises very quickly thereby mitigating any negative adverse impact on neighboring on -site buildings. The relatively low combustion temperature of the flare is caused by the very low BTU content of the gas (less than 500 BTU) which means that the formation of oxides of nitrogen is highly unlikely. The thermal gradient has been measured and is schematically represented in Figure 2. Sixteen (16) gas samples were collected at ground level throughout the Upper and Lower Campus areas and contained carbon dioxide concentrations ranging as high as 1,800 ppm v/v in a few cases during periods of reduced sea breezes (TAB. 4). These levels are the probable result of automobile exhaust and other combustion processes and do not pose a health risk. Existing governmental standards identify threshholds of 5,000 - 20,000 ppm v/v as levels of concern over extended periods of time within enclosed spaces. Five (5) representative gas samples were collected at shallow depths throughout the wetlands and surrounding areas. No samples contained hydrogen sulfide and/or sulfur dioxide at rt - 19 - • • levels above the detection limit of 0.1 ppm v/v. Methane in the air samples was less than 10.0 ppm v/v and methane in soil samples was less than 100 ppm v./v in most cases. At the far west end of the wetlands near the toe of the bluff a concentration of 3,360 ppm v/v methane was observed in the shallow soil gas and in the median of West Coast Highway across from the east gate of Newport Beach Townhomes a concentration of 4,762 ppm v/v of methane was observed. Two years ago, shallow methane soil gas concentrations in this area were found to be 536,000 ppm by volume. At that time two methane mitigation systems were installed that have reduced the soil gas concentrations of methane by more than 99.0%. Both systems were financed as the result of funds appropriated through the actions of State Senator Marian Bergeson. One system was installed on the north side of West Coast Highway by Merrill Wright and the other system by GeoScience Analytical, Inc. on property owned by Newport Beach Townhomes. One gas sample was taken in a pile of composting grass clippings and contained 2,317.0 ppm v/v of methane (TAB. 2). Carbon. dioxide was present at a concentration of almost 81,000 ppm v/v (TAB. 4). The grass pile was noticably warm and emitted an organic odor typically associated with composting vegetation. Decaying vegetation is a potent source of met-!.zrti and carbon dioxide found in and around the wetlands. It iE possible that the wetlands contribute substantially to near surface methane found in the surficial soils and atmosphere. - 20 - • • • Carbon dioxide concentration of the wetlands airspace, measured at seven (7) locations, was somewhat elevated over background levels of 350 ppm v/v. The carbon dioxide in the grass clippings would indicate that some comes from decaying vegetation in the wetlands. The balance may be from urban activities such as automobile exhaust, home heating, commercial heating, etc. as suggested by the elevated levels along West Coast Highway and within parking lots of the Upper Campus (TAB. 4). Of seven (7) locations sampled, no ambient air samples or shallow soil gas samples contained benzene, toluene, ethylbenzene or xylenes at levels greater than the detection limit (TAB. 7). The flare feedstock was also void of these compounds with the exception of trace levels of xylene far below levels of concern: OSHA standards for xylene in the work place are from 100.0 - 150.0 ppm v/v while the flare feedstock contains less than 2.0 ppm v/v. Hydrocarbons are all flan Fa.b' and are consumed by the flare. There is no detectable release of aromatic hydrocarbons on the site nor has a source been identified. The pH of three (3) soil and four (4) water samples recow.ix frs, from the wetlands was measured (TAB. 6). Soil samples were retrieved from a depth of 6" below grade and water was ta:': from the surface. All samples were neutral. In no case was an acidic or alkaline soil or water identified on the subject site. - 21 - • APPENDIX A DATA TABLES AND FIGURES • • • • SUPER FIGURE 1 SAMPLING LOCATIONS O AIR SAMPLE A SOIL SAMPLE 0 WATER SAMPLE . piety ..ram H�p(LAL i41GHWAY.. 1„ CANCER CENTER i, � WIND DIRECTION BURNER AIR INTAKE • • FROM COMPRESSOR/VACUUM PUMP -23- FIGURE 2 FLARE EFFLUENT TEMPERATURE GRADIENT • • 0 • • 600° C 500° C 400° C 300° C 200° C 100° C O TEMPERATURE MEASUREMENT LOCATION 1 5.0 ft. 1r TABLE 1 SAMPLING SITE LOCATIONS • • Sample No. Sample Type Location Date Time 92-04-04-1337-1 Bottle Child Care Center Roof April 4, 1992 1000 Subslab Vent Pipe 43.5' Nof S Wall of Building 53' E of W Wall of Building 92-04-04-1337-2 Tedlar Child Care Center Roof April 4, 1992 1015 Subslab Vent Pipe 43.5' N of S Wall of Building 53' E of W Watt of Building 92-04-04-1337-3 Tedlar Child Care Center Roof April 4, 1992 1021 Subslab Vent Pipe 43.5' N of S Walt of Building 53' E of W Wall of Building 92-04-04-1337-4 Bottle Child Care Center Roof April 4, 1992 1046 Subslab Vent Pipe 8' S of N Wall of Building 26' W of E Wall of Building Roof Elevation of 12.5' Above Grade 92-04-04-1337-5 Tedlar Child Care Center Roof April 4, 1992 1059 Subslab Vent Pipe - 8' S of N Wall of Building 26' W of E Wall of Building Roof Elevation of 12.5' Above Grade 92-04-04-1337-6 Tedlar Child Care Center Roof April 4, 1992 1120 Subslab Vent Pipe 8' S of N Wall of Building 26' W of E Wall of Building Roof Elevation of 12.5' Above Grade 92-04-04-1337-7 Bottle Child Care Center Roof April 4, 1992 1140 Atmosphere 4' Above Roof 21'S of N Wall of Building 15' E of W Wall of Building 92-04-04-1337-8 Tedlar Child Care Center Roof April 4, 1992 1143 Atmosphere 4' Above Roof 21'S of N Wall of Building 15' E of W Wall of Building 92-04-04-1337-9 Tedlar Child Care Center Roof April 4, 1992 1155 Atmosphere 4' Above Roof ' 21'S of N Wall of Building 15' E of W Wall of Building • 92-04-04-1337-10 Bottle Cancer Center Roof April 4, 1992 1220 Subslab Vent Pipe 18' NE of SW Wall 17' NW of SE Wall Roof Elevation of 29' Above Grade - 25 - • TABLE 1 (cont.) SAMPLING SITE LOCATIONS Sample No. Sample Type Location Date Time 92-04-04-1337-11 Bottle Cancer Center Roof April 4, 1992 1225 Subslab Vent Pipe 76' W of E Wall 40' N of S Wall 92-04-04-1337-12 Bottle Cancer Center Roof April 4, 1992 1245 Subslab Vent Pipe 2' S of N Wall 11' W of E Wall 92-04-04-1337-13 Tedtar Cancer Center Roof April 4, 1992 1300 Subslab Vent Pipe 76' W of E Wall 40' N of S Wall 92-04-04-1337-14 Tedtar' Cancer Center Roof April 4, 1992 1312 Subslab Vent Pipe 76' W of E Wall 40' N of S Wall 92-04-04-1337-15 Bottle Cancer Center April 4, 1992 1315 East End Elevator Shaft 92-04-04-1337-16 Tedtar Cancer Center April 4, 1992 1330 East End Elevator Shaft 92-04-04-1337-17 Tedtar Cancer Center April 4, 1992 1345 East End Elevator Shaft 92-04-04-1337-18 Bottle Child Care Center April 4, 1992 1403 Interior Air Space Preschool 1 Room 92-04-04-1337-19 Tedtar Child Care Center April 4, 1992 1410 Interior Air Space Preschool 1 Room 92-04-04-1337-20 Tedtar Child Care Center April 4, 1992 1415 Interior Air Space Preschool 1 Room 92-04-04-1337-21 Bottle Relief Well Gas April 4, 1992 144'; Composite of All Wells 92-04-04-1337-22 Tedtar Relief Welt Gas April 4, 1992 1450 Composite of All Wells I 92-04-04-1337-23 Tedtar Relief Well Gas April 4, 1992 1455 Composite of All Wells 92-04-04-1337-24 Bottle Relief Well Gas April 4, 1992 1459 Well #5 - 26 - • Sample No. Sample Type TABLE 1 (cont.) SAMPLING SITE LOCATIONS Location Date Time 92-04-04-1337-25 Tedlar Relief Well Gas April 4, 1992 1505 Well #5 92-04-04-1337-26 Tedlar Relief Well Gas April 4, 1992 1508 Well #5 92-04-04-1337-27 Bottle Relief Well Gas April 4, 1992 1510 Well #6 92-04-04-1337-28 Tedlar Relief Well Gas April 4, 1992 1515 Well #6 92-04-04-1337-29 Tedlar Relief Welt Gas April 4, 1992 1518 Well #6 92-04-04-1337-30 Bottle Relief Well Gas April 4, 1992 1520 Well #7 92-04-04-1337-31 Tedlar Relief Well Gas April 4, 1992 1532 Well #7 92-04-04-1337-32 Tedlar Relief Well Gas April 4, 1992 1540 Well #7 92-04-04-1337-33 Bottle Flare Plume April 4, 1992 1545 Air Sample 24' Above Grade 21' Down Wind from Flare 92-04-04-1337-34 Tedlar Flare Plume April 4, 1992 1549 Air Sample 24' Above Grade 21' Downwind from Flare 92-04-04-1337-35 Tedlar Flare Plume April 4, 1992 1555 Air Sample 24' Above Grade 21' Downwind from Flare 92-04-04-1337-36 Bottle Flare Plume April 4, 1992 1610 Air Sample 24' Above Grade 41' Downwind from Flare 92-04-04-1337-37 Tedlar Flare Plume April 4, 1992 1632 Air Sample 24' Above Grade 41' Downwind from Flare -27- TABLE 1 (cont.) SAMPLING SITE LOCATIONS • Sample No. Sample Type Location Date Time • 92-04-04-1337-38 Tedlar Flare Plume April 4, 1992 1645 Air Sample 24' Above Grade 41' Downwind from Flare 92-04-04-1337-39 Bottle Flare Plume April 4, 1992 1655 Air Sample 24' Above Grade 20' Upwind from Flare 92-04-04-1337-40 Tedlar Flare Plume April 4, 1992 1710 Air Sample 24' Above Grade 20' Upwind from Flare 92-04-04-1337-41 Tedlar Flare Plume April 4, 1992 1720 Air Sample 24' Above Grade 20' Upwind from Flare 92-04-04-1337-42 Bottle Flare Plume April 4, 1992 1735 Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-43 Tedlar Flare Plume April 4, 1992 1745 Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-44 Tedlar Flare Plume April 4, 1992 1759 Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-45 Bottle Grass Cuttings in Pile April 4, 1992 1810 60' S of Flare on Ground 6" Inside of Pile 92-04-04-1337-46 Bottle Wetlands Soil April 4, 1992 1815 6" Below Grade 78' N of Well 7 130' W of Well 7 92-04-04-1337-47 Bottle Wetlands Water April 4, 1992 1826 78' N of Well 7 130' W of Well 7 • 92-04-04-1337-48 Bottle Wetlands Soil Probe Gas April 4, 1992 1835 4' Below Grade 78' N of Well 7 130' W of Well 7 - 28 - TABLE 1 (cont.) SAMPLING SITE LOCATIONS • Sample No. Sample Type Location Date Time • 92-04-04-1337-49 Bottle Wetlands Water April 4, 1992 1841 100' N of West Coast Highway 300' W of Well 7 92-04-04-1337-50 Bottle Wetlands Soil Probe Gas April 4, 1992 1849 4' Below Grade 100' N of West Coast Highway 300' W of Well 7 92-04-04-1337-51 Bottle Wetlands Soil April 4, 1992 1855 6" Below Grade 100' N of West Coast Highway 300' W of Well 7 92-04-04-1337-52 Bottle Wetlands Water April 4, 1992 1901 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-53 Bottle Wetlands Soil April 4, 1992 1905 6" Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-54 Bottle Wetlands Soil Probe Gas April 4, 1992 1909 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-55 Tedlar Wetlands Atmosphere April 4, 1992 1915 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-56 Tedlar Wetlands Atmosphere April 4, 1992 1921 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-57 Tedlar Wetlands Soil Probe Gas April 4, 1992 1928 4' Below Grade 40' N of West Coast Highway Directly N of.Newport Townhomes' East Gate - 29 - TABLE 1 (cont.) SAMPLING SITE LOCATIONS • Sample No. Sample Type Location Date Time • • 92-04-04-1337-58 Bottle Wetlands Atmosphere April 4, 1992 1935 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-59 Bottle Wetlands Soil Probe Gas April 4, 1992 1942 4' Below Grade 70' W of Existing Gas Vent 25' N of West Coast Highway Toe of Bluff at W End 92-04-04-1337-60 Bottle Wetlands Water April 4, 1992 1950 65' W of Existing Gas Vent 40' N of West Coast Highway Toe of Bluff at W End 92-04-04-1337-61 Bottle Soil Probe Gas April 4, 1992 1956 4' Below Grade Median on West Coast Highway S of Existing Gas Vent Directly N of Newport Townhomes' East Gate 92-04-06-1337-1 Bottle Atmosphere April 6, 1992 1600 4' Above Grade Base of Flare 92-04-06-1337-2 Bottle Atmosphere April 6, 1992 1610 4' Above Grade Base of Flare 50' Upwind of Flare 92-04-06-1337-3 Bottle Atmosphere April 6, 1992 4' Above Grade on Bike Trail Directly N of Flare 92-04-06-1337-4 Bottle Atmosphere April 6, 1992 4' Above Grade on Bike Trail 300' E of Flare 92-04-06-1337-5 Bottle Atmosphere April 6, 1992 Child Care Center Playground 4' Above Grade 92-04-06-1337-6 Bottle Atmosphere April 6,.1992 Child Care Center Employee Lounge Room Interior 4' Above Grade 1618 1622 1634 1640 - 30 - TABLE 1 (cont.) SAMPLING SITE LOCATIONS • Sample No. Sample Type Location Date Time • • 92-04-06-1337-7 Bottle Atmosphere April 6, 1992 1648 4' Above Grade on Bike Trail Terminus with Main Hospital Visitor Parking Road 92-04-06-1337-8 Bottle Atmosphere April 6, 1992 1655 4' Above Grade Upper Campus Fishbeck Building Parking Lot 92-04-06-1337-9 Bottle Atmosphere April 6, 1992 1659 4' Above Grade Upper Campus Entrance to Emergency Room Parking Lot 92-04-06-1337-10 Bottle Atmosphere April 6, 1992 1705 4' Above Grade Cancer Center Entrance 92-04-06-1337-11 Bottle Atmosphere April 6, 1992 1710 4' Above Grade Child Care Center E End of Parking Lot 92-04-06-1337-12 Bottle Atmosphere April 6, 1992 1722 4' Above Grade Cancer Center W End of Staff Parking Lot - 31 - TABLE 2 • Sample No. Location C1-C4 HYDROCARBONS IN GAS SAMPLE (ppm) C1 C2 C2: C3 C3: iso-C4 n-C4 92-04-04-1337-1 92-04-04-1337-4 92-04-04-1337-7 92-04-04-1337-10 • 92-04-04-1337-11 92-04-04-1337-12 92-04-04-1337-15 92-04-04-1337-18 92-04-04-1337-21 •0404 1337-24 92-04-04-1337-27 Child Care Center Roof Subslab 'Vent Pipe 43.5' N of S Wall of Building 53' E of W Wall of Building Child Care Center Roof Subslab Vent Pipe 8' S of N Wall of Building 26' W of E Walt of Building Roof Elevation of 12.5' Above Grade Child Care Center Roof Atmosphere 4' Above Roof 21'S of N Wall of Building 15' E of W Wall of Building Cancer Center Roof Subslab Vent Pipe 18' NE of SW Wall 17' NW of SE Wall Roof Elevation of 29' Above Grade Cancer Center Roof Subslab Vent Pipe 76' W of E Wall 40' N of S Wall Cancer Center Roof Subslab Vent Pipe 2' S of N Wall 11' W of E Wall Cancer Center East End Elevator Shaft Child Care Center Interior Air Space • Preschool 1 Room Relief Well Gas Composite of All Wells Relief Well Gas Well #5 Relief Well Gas Well #6 1.8 50.2 1.9 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1.9 <0.1 2.9 1.9 3.5 2.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.5 <0.1 <0.1 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 458,330.0 406.0 <0.5 27.9 <0.5 5.2 6.7 576,100.0 480.0 <0.5 26.5 <0.5 5.1 5.2 407,390.0 382.0 <0.5 27.6 <0.5 5.2 7.5 - 32 - • TABLE 2 (cont.) C1-C4 HYDROCARBONS IN GAS SAMPLE (ppm) Sample No. Location C1 C2 C2: C3 C3: iso-C4 n-C4 92-04-04-1337-30 Relief Well Gas 412,730.0 405.0 <0.5 29.8 <0.5 5.7 8.0 Well #7 92-04-04-1337-33 Flare Plume 13.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Air Sample 24' Above Grade 21' Down Wind from Flare 92-04-04-1337-36 Flare Plume 20.7 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Air Sample 24' Above Grade 41' Downwind from Flare 92-04-04-1337-39 Flare Plume 52.2 <0.1 <0.1 • <0.1 <0.1 <0.1 <0.1 Air Sample 24' Above Grade 20' Upwind from Flare •-04_04_1337-42 Flare Plume 25.7 <0.1 <0.1 <0.1 <0.1 <0.1 <o.i Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-45 Grass Cuttings in Pile 2,317.0 0.4 0.1 0.2 <0.1 <0.1 <0.1 60' S of Flare on Ground 6" Inside of Pile 92-04-04-1337-48 Wetlands Soil Probe Gas 4' Below Grade 78' N of Well 7 130' W of Well 7 92-04-04-1337-50 Wetlands Soil Probe Gas 4' Below Grade 100' N of West Coast Highway 300' W of Well 7 92-04-04-1337-54 Wetlands Soil Probe Gas 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate •04-04-1337-58 Wetlands Atmosphere 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' 8.1 30.5 91.3 3.2 0.3 0.1 0.2 0.1 <0.1 •<0.1 0.5 <0.1 0.2 <0.1 0.2 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.4 - 33 - • TABLE 2 (cont.) C1-C4 HYDROCARBONS IN GAS SAMPLE (ppm) Sample No. Location C1 C2 C2: C3 C3: iso-C4 n-C4 92-04-04-1337-59 92-04-04-1337-61 • Wetlands Soil Probe Gas 4' Below Grade 70, W of Existing Gas Vent 25, N of West Coast Highway Toe of Bluff at W End Soil Probe Gas 4' Below Grade Median on West Coast Highway S of Existing Gas Vent Directly N of Newport Townhomes, East Gate 3,360.0 4,762.0 2.7 0.4 <0.1 <0.1 1.7 0.2 <0.1 <0.1 0.3 0.4 <0.1 <0.1 -.34 - TABLE 3 • C5-C7 HYDROCARBONS IN GAS SAMPLE (ppm) Sample No. Location Iso-05 N-05 Iso-C6 N-C6 Iso-C7 N-C7 92-04-04-1337-1 92-04-04-1337-4 92-04-04-1337-7 92-04-04-1337-10 • Child Care Center Roof Subslab Vent Pipe 43.5' N of S Wall of Building 53' E of W Wall of Building Child Care Center Roof Subslab Vent Pipe 8' S of N Wall of Building 26' W of E Wall of Building Roof Elevation of 12.5' Above Grade Child Care Center Roof • Atmosphere 4' Above Roof 21'S of N Wall of Building 15' E of W Wall of Building Cancer Center Roof Subslab Vent Pipe 18' NE of SW Wall 17' NW of SE Walt Roof Elevation of 29' Above Grade 92-04-04-1337-11 Cancer Center Roof Subslab Vent Pipe 76' W of E Wall 40' N of S Wall 92-04-04-1337-12 Cancer Center Roof Subslab Vent Pipe 2' S of N Wall 11' W of E Wall 92-04-04-1337-15 Cancer Center East End Elevator Shaft 92-04-04-1337-18 Child Care Center Interior Air Space Preschool 1 Room 92-04-04-1337-21 Relief Well Gas Composite of All Wells •-04-04. 1337-24 92-04-04-1337-27 Relief Well Gas Well #5 Relief Well Gas Well #6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 2.7 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 5.9 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 3.7 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 2.8 1.9 6.9 <0.5 3.3 <0.5 2.2 1.5 3.2 <0.5 <0.5 <0.5 3.0 2.2 7.2 1.0 0.9 <0.5 - •35 - • TABLE 3 (cont.) C5-C7 HYDROCARBONS IN GAS SAMPLE (ppm) Sample No. Location Iso-05 N-05 Iso-C6 N-C6 Iso-C7 N-C7 92-04-04-1337-30 Relief Well. Gas 3.3 2.3 5.3 0.8 <0.5 <0.5 Well #7 92-04-04-1337-33 Flare Plume <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Air Sample 24' Above Grade 21' Down Wind from Flare 92-04-04-1337-36 Flare Plume <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Air Sample 24' Above Grade 41' Downwind from Flare 92-04-04-1337-39 Flare Plume <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Air Sample 24' Above Grade 20' Upwind from Flare •-04_04-1337-42 Flare Plume <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-45 Grass Cuttings in Pile <0.1 0.2 <0.1 0.2 <0.1 <0.1 60' S of Flare on Ground 6" Inside of Pile 92-04-04-1337-48 Wetlands Soil Probe Gas <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 4' Below Grade 78' N of Well 7 130' W of Well 7 92-04-04-1337-50 Wetlands Soft Probe Gas <0.1 <0.1 <0.1 <0.1 <0.1 <n 4' Below Grade 100' N of West Coast Highway 300' W of Well 7 92-04-04-1337-54 Wetlands Soil Probe Gas <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate •04-04_1337-58 Wetlands Atmosphere <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' - 36 - TABLE 3 (cont.) C5-C7 HYDROCARBONS IN GAS SAMPLE (ppm) Sample No. Location Iso-05 N-05 Iso-C6 N-C6 Iso-C7 , N-C7 92-04-04-1337-59 92-04-04-1337-61 w Wetlands Soil Probe Gas 4' Below Grade 70' W of Existing Gas Vent 25' N of West Coast Highway Toe of Bluff at W End Soil Probe Gas 4' Below Grade Median on West Coast Highway S of Existing Gas Vent Directly N of Newport Townhomes' East Gate 0.1 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 - 37 - TABLE 4 • • Sample No. CO2, 02 & N2 IN GAS SAMPLE (ppm) Location CO2 02 N2 N2/02 92-04-04-1337-1 92-04-04-1337-4 92-04-04-1337-7 92-04-04-1337-10 92-04-04-1337-11 92-04-04-1337-12 92-04-04-1337-15 92-04-04-1337-18 92-04-04-1337-21 92-04-04-1337-24 92-04-04-1337-27 Child Care Center Roof Subslab Vent Pipe 43.5' N of S Wall of Building 53' E of W Wall of Building Child Care Center Roof Subslab Vent Pipe 8' S of N Wall of Building 26' W of E Wall of Building Roof Elevation of 12.5' Above Grade Child Care Center Roof Atmosphere 4' Above Roof 21'S of N Wall of Building 15' E of W Wall of Building Cancer Center Roof Subslab Vent Pipe 18' NE of SW Wall 17' NW of SE Wall Roof Elevation of.29' Above Grade Cancer Center Roof Subslab Vent Pipe 76' W of E Wall 40' N of S Wa l l Cancer Center Roof Subslab Vent Pipe 2' S of N Wall 11' W of E Wall Cancer Center East End Elevator Shaft Child Care Center Interior Air Space Preschool 1 Room Relief Well Gas Composite of All Wells Relief Well Gas Well #5 Relief Well Gas Well #6 6,349.0 215,910.0 768,320.0 6,578.0 216,110.0 767,460.0 5,451.0 215,270.0 765,460.0 6,479.0 206,590.0 762,410.0 6,503.0 211,810.0 764,950.0 6,421.0 209,320.0 766,230.0 3,207.0 215,120.0 765,380.0 2,929.0 217,610.0 768,520.0 137,600.0 12,690.0 338,000.0 138,640.0 7,476.0 233,670.0 142,390.0 8,254.0 381,410.0 3.6 3.6 3.6 3.7 3.6 3.7 3.6 3.5 26.6 31.3 46.2 - 38 - TABLE 4 (cont.) CO2, 02 & N2 IN GAS SAMPLE (ppm) Sample No. Location CO2 02 N2 N2/02 92-04-04-1337-30 Relief Well Gas 141,360.0 8,811.0 377,540.0 42.8 Well #7 92-04-04-1337-33 Flare Plume 744.0 219,630.0 763,720.0 3.5 Air Sample 24' Above Grade 21' Down Wind from Flare 92-04-04-1337-36 Flare Plume 946.0 216,580.0 752,970.0 3.5 Air Sample 24' Above Grade 41' Downwind from Flare 92-04-04-1337-39 Flare Plume 1,039.0 214,920.0 746,890.0 3.5 Air Sample 24' Above Grade 20' Upwind from Flare 92-04-04-1337-42 Flare Plume 783.0 219,210.0 761,520.0 3.5 Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-45 Grass Cuttings in Pile 80,852.0 102,340.0 796,610.0 7.8 60' S of Flare on Ground 6" Inside of Pile 92-04-04-1337-48 Wetlands Soil Probe Gas 4' Below Grade 78' N of Well 7 130' W of Well 7 92-04-04-1337-50 Wetlands Soil Probe Gas 4' Below Grade 100' N of West Coast Highway 300' W of Well 7 92-04-04-1337-54 Wetlands Soil Probe Gas 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate 92-04-04-1337-58 Wetlands Atmosphere 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' 5,879.0 211,016.0 759,970.0 3.6 6,847.0 211,760.0 760,370.0 1 5 7,070.0 213,810.0 757,300.0 3.5 1,207.0 215,690.0 755,290.0 3.5 - 39 - • TABLE 4 (cont.) CO2, 02 & N2 IN GAS SAMPLE (ppm) Sample No. Location CO2 02 N2 N2/02 92-04-04-1337-59 92-04-04-1337-61 Wetlands Soil Probe Gas 4' Below Grade 70' W of Existing Gas Vent 25' N of West Coast Highway Toe of Bluff at W End Soil Probe Gas 4' Below Grade Median on West Coast Highway S of Existing Gas Vent Directly N of Newport Townhomes' East Gate 97,019.0 128,700.0 754,750.0 5.9 10,371.0 206,990.0 753,170.0 3.6 92-04-06-1337-1 Atmosphere 963.0 210,810.0 732,190.0 3.5 4' Above Grade Base of Flare 92-04-06-1337-2 Atmosphere 1,248.0 214,630.0 747,960.0 3.5 4' Above Grade Base of Flare 50' Upwind of Flare 92-04-06-1337-3 Atmosphere 868.0 213,200.0 741,250.0 3.5 4' Above Grade on Bike Trail Directly N of Flare 92-04-06-1337-4 Atmosphere 860.0 215,690.0 751,880.0 3.5 4' Above Grade on Bike Trail 300' E of Flare 92-04-06-1337-5 Atmosphere 1,114.0 213,930.0 748,000.0 3.5 Child Care Center Playground 4' Above Grade 92-04-06-1337-6 Atmosphere 1,846.0 210,990.0 748,130.0 3.5 Child Care Center Employee Lounge Room Interior 4' Above Grade 92-04-06-1337-7 Atmosphere 1,069.0 215,040.0 747,320.0 3.5 4' Above Grade on Bike Trait Terminus with Main Hospital Visitor Parking Road 92-04-06-1337-8 Atmosphere 1,321.0 208,330.0 745,720.0 3.6 4' Above Grade Upper Campus Fishbeck Building Parking Lot • • • -40- TABLE 4 (cont.) CO2, 02 & N2 IN GAS SAMPLE (ppm) Sample No. Location CO2 02 N2 N2/02 92-04-06-1337-9 Atmosphere 878.0 213,850.0 745,900.0 3.5 4' Above Grade Upper Campus Entrance to Emergency Room Parking Lot 92-04-06-1337-10 Atmosphere 860.0 213,610.0 744,460.0 3.5 4' Above Grade Cancer Center Entrance 92-04-06-1337-11 Atmosphere 477.0 216,540.0 749,770.0 3.5 4' Above Grade Child Care Center E End of Parking Lot 92-04-06-1337-12 Atmosphere 919.0 214,480.0 747,890.0 3.5 4' Above Grade Cancer Center W End of Staff Parking Lot - 41 - TABLE 5 • HYDROGEN SULFIDE AND SULFUR DIOXIDE IN GAS (ppm v/v) Sample No. Location Hydrogen Sulfide Sulfur Dioxide 92-04-04-1337-2 Child Care Center Roof <0.1 n/a Subslab Vent Pipe 43.5' N of S Wall of Building 53' E of W Wall of Building 92-04-04-1337-5 Child Care Center Roof <0.1 n/a Subslab Vent Pipe 8' S of N Wall of Building 26' W of E Wall of Building Roof Elevation of 12.5' Above Grade 92-04-04-1337-8 Child Care Center Roof <0.1 <0.1 Atmosphere 4' Above Roof 21'S of N Wall of Building 15' E of W Wall of Building • 92-04-04-1337-13 Cancer Center Roof <0.1 <0.1 Subslab Vent Pipe 76' W of E Wall 40' N of S Wall • 92-04-04-1337-16 Cancer Center <0.1 n/a East End Elevator Shaft 92-04-04-1337-19 Child Care.Center <0.1 <0.1 Interior Air Space Preschool 1 Room 92-04-04-1337-22 Relief Well Gas 4,800.0 <0.1 • Composite of All Wells 92-04-04-1337-25 Relief Well Gas 3,600.0 n/a Well #5 92-04-04-1337-28 Relief Well Gas 4,100.0 n/a Well #6 92-04-04-1337-31 Relief Well Gas 2,880.0 n/a Well #7 92-04-04-1337-34 Flare Plume <0.1 <0.1 Air Sample 24' Above Grade 21' Downwind from Flare 92-04-04-1337-37 Flare Plume Air Sample 24' Above Grade 41' Downwind from Flare <0.1 <0.1 - 42 - • • TABLE 5 (cont.) HYDROGEN SULFIDE AND SULFUR DIOXIDE IN GAS (ppm v/v) Sample No. Location Hydrogen Sulfide Sulfur Dioxide 92-04-04-1337-40 Flare Plume <0.1 <0.1 Air Sample 24' Above Grade 20' Upwind from Flare 92-04-04-1337-43 Flare Plume <0.1 <0.1 Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-55 Wetlands Atmosphere <0.1 <0.1 4' Above Grade 40' N of West Coast Highway -Directly N of Newport Townhomes' East Gate 92-04-04-1337-57 Wetlands Soil Probe Gas <0.1 n/a 4' Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate - 43 - TABLE 6 • Sample No. CORROSIVITY OF WATER AND SOIL (pH Units) Location pH (units) 92-04-04-1337-46 92-04-04-1337-47 92-04-04-1337-49 92-04-04-1337-51 s 92-04-04-1337-52 92-04-04-1337-53 92-04-04-1337-60 • Wetlands Soil 6" Below Grade 78' N of Well 7 130' W of Well 7 Wetlands Water 78' N of Well 7 130' W of Well 7 Wetlands Water 100' N of West Coast Highway 300' W of Well 7 Wetlands Soil 6" Below Grade 100' N of West Coast Highway 300' W of Well 7 'Wetlands Water 40! N of West Coast Highway Directly N of Newport Townhomes' East Gate Wetlands Soil 6" Below Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate Wetlands Water 65' W of Existing Gas Vent 40' N of West Coast Highway Toe of Bluff at W End 6.1 6.8 7.2 6.6 7.1 6.6 7.5 - 44 - TABLE 7 Sample No. BENZENE, TOLUENE, ETHYLBENZENE AND XYLENES IN GAS (PPM) Location Benzene Toluene Ethyl Benzene Xylene (total) 92-04-04-1337-3 92-04-04-1337-6 Child Care Center Roof Subslab Vent Pipe 43.5' N of S Wall of Building 53' E of W Wall of Building Child Care Center Roof Subslab Vent Pipe 8' S of N Wall of Building 26' W of E Wall of Building Roof Elevation of 12.5' Above Grade 92-04-04-1337-9 Child Care Center Roof Atmosphere 4' Above Roof 21'S of N Wall of Building 15' E of W•Wall of Building • 92-04-04-1337-14 Cancer Center Roof Subslab Vent Pipe 76' W of E Wall 40' N of S Wall • 92-04-04-1337-17 Cancer Center East End Elevator Shaft 92-04-04-1337-20 Child Care Center Interior Air Space Preschool 1 Room 92-04-04-1337-23 Relief Well Gas Composite of All Wells 92-04-04-1337-26 Relief Well Gas Well #5 92-04-04-1337-29 Relief Well Gas Well #6 92-04-04-1337-32 Relief Well Gas Well #7 92-04-04-1337-35 Flare Plume Air Sample 24' Above Grade 21' Downwind from Flare <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1.4 <0.5 <0.5 <0.5 1.4 <0.5 <0.5 <0.5 1.4 <0.5 <0.5 <0.5 1.9 <0.5 <0.5 <0.5 <0.5 - 45 - TABLE 7 (cont.) Sample No. BENZENE, TOLUENE, ETHYLBENZENE AND XYLENES IN GAS (PPM) Location Benzene Toluene Ethyl Benzene Xylene (total) 92-04-04-1337-41 Flare Plume Air Sample 24' Above Grade 20' Upwind from Flare 92-04-04-1337-44 Flare Plume Air Sample 24' Above Grade 40' Upwind from Flare 92-04-04-1337-56 Wetlands Atmosphere 4' Above Grade 40' N of West Coast Highway Directly N of Newport Townhomes' East Gate • • <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -46- APPENDIX B HEALTH AND SAFETY PLAN DRAFT • • • • DRAFT SITE HEALTH AND SAFETY PLAN OF GEOSCIENCE ANALYTICAL, INC. April 4, 1992 4454 INDUSTRIAL STREET SIMI VALLEY, CA 93063 TELE.: (805) 526-6532 FAX: (805) 526-3570 • GENERAL INFORMATION Administrative Information Site Name: Site Location: Hoag Memorial Hospital Prebyterian 301 Newport Blvd. Newport Beach, CA Project Manager: Fleet E. Rust, Ph.D. Project Health and Safety Officer: Cynthia M. Pandolfi, MT ASCP Site Manager: Site Health and Safety Officer: Effective Date: Expiration Date Safety Equipment Requirements Fleet E. Rust, Ph.D. Susan Chasen 4 April 1992 4 June 1992 Hard Hat Steel Toed Rubber Boots Gloves/Neoprene/Butyl First Aid Kit Fire Extinguisher Eye Protection Uncoated Tyvek Coveralls Saranex Coveralls Disposable earplugs Respirator (half -face with high -efficiency combination organic vapor cartridges) Explosimeter Varian 1400 Gas Chromatograph • • • INTRODUCTION This plan establishes requirements and provides guidelines for worker safety during the drilling, excavation and sampling operations on West Coast Highway in Newport Beach for a methane gas flare program on property owned by Hoag Memorial Hospital Presbyterian and housing Cancer Center and Child Care Center. The purpose of this plan is to identify procedures for avoiding unknown hazards, avoiding personnel injury from equipment present on site, monitoring possible exposures, and responding to serious exposure or accident. The safety rules given in this plan cannot cover every eventuality. It is expected, therefore, that all workers involved will exercise good judgment in all safety matters, even though not specifically mentioned. Site, Information The site is located in Newport Beach, California, as shown in Figure 1. The site covers approximately 10 acres and is comprised of two (2) buildings and vacant land. Site History The site geochemistry has been studied by GeoScience Analytical, Inc. and most recently presented in a Draft Environmental Impact Report prepared by LSA Associates Inc. Chemicals of Concern Preliminary assessment of the chemicals potentially on site has found them to be light hydrocarbons, carbon dioxide, H2S, SO2 and primarily related to a flare, vent wells and a leaking shallow subsurface sand. Methane and heavier hydrocarbons are known to exist in the surficial soils of the site with methane concentrations exceeding the Lower Explosive Limits (5.0%). Non -methane hydrocarbons are in low concentration. Hydrogen sulfide concentration has been found to be approximately 4,000 ppm in near surface soils and flare feedstock gas. WORK ACTIVITIES GeoScience Analytical, Inc. (GSA) is contracted by LSA Associates Inc. to drill boreholes and collect soil and air samples for chemical analyses as well as to sample existing wells and the associated flare. The sampling operations will begin immediately with only shallow 4' soil probes conducted at this time in lieu of deeper borings. • • • HAZARD ASSESSMENT Chemical Hazards At this time, the chemical hazard onsite has not been adequately identifed. However, the chemicals found in the soil and the past and present use of the site clearly indicate that caution is necessary. Inhalation Hazard Inhalation hazards are unknown in terms of nature and extent. The Site Health and Safety Officer will ensure that monitoring of the breathing zone be conducted during the drilling operations. If the measurements exceed 20% LEL (methane) in the breathing zone, all personnel will be required to wear respirators. If the measurements exceed 25% LEL in the breathing zone, work will be stopped and the site will be evacuated. If hydrogen sulfide concentration is found to exceed 100ppm in the breathing zone -within the work zone, work will be stopped and the site will be evacuated until the concentration is reduced. If hydrogen sulfide odor becomes noxious to nearby residents who are within their homes, the residents will be advised to leave the area and the Newport Beach Fire Department will be notified. If hydrogen sulfide readings exceed 100ppm in the breathing zone within the work area, all personnel are to evacuate the work area and notify the Corporate Health and Safety Officer. Hydrogen sulfide concentration will be monitored in the work zone. In the event hydrogen sulfide concentration exceeds 100ppm in the breathing zone of the work area, the Fire Department will be notified and the area subjected to evacuation. All trenches will be immediately filled with suitable material and capped with bentonite hole plug. The existing ventilation systems will be kept on during all operations. An additional exhaust blower will be utilized during boring or trenching operations and will be ducted to the atmosphere. Dermal Exposure Hazard Protective neoprene gloves shall be worn during the • handling of the soil or soil contaminated tools in the event soil contamination is encountered. No dermal hazards are expected on -site. Protective goggles must be worn if contaminated soils are identified by visual observations. Saranex coveralls must be worn when drilling in wet conditions. If unexpected liquids are encountered, drilling must be halted while personnel change into Saranex coveralls. Further splash protection will be augmented by taping the cuff of the pant legs to the boot and likewise the sleeve to the wrist. Uncoated Tyvek will be used only during dry conditions. Heat Stress Due to the coastal conditions in which drilling activities will take place, heat stress will not be a concern. Water will be made available near the drilling rig so workers can conveniently consume fluids. Heat stress can result when protective clothing decreases natural body ventilation. If temperatures on -site exceed 85 degrees F while protective coveralls are being worn, then heat stress monitoring may be required. 411 Noise Hearing protection should be worn by personnel within the 25' exclusion zone when the drill rig or backhoe is operating. • • • SAFETY GUIDELINES FOR DRILLING Drill rig and backhoe maintenance and safety is the responsibility of the drill rig and backhoe operators, respectively. The following information is provided as general guidelines for safe practices onsite. Off -Road Movement of Drill Rigs and Backhoes The following safety guidelines relate to off -road movement: Before moving a drill rig and backhoe, first walk the route of travel, inspecting for depressions, slumps, gulleys, ruts and similar obstacles. "None of these are expected on the subject site." Always check the brakes of a drill rig or backhoe carrier before traveling, particularly on rough, uneven or hilly ground. Discharge all passengers before moving a drill rig and backhoe on rough or hilly. terrain. Engage the front axle when traveling off highway on hilly terrain. Use caution when traveling side -hill. Conservatively evaluate side -hill capability of Drill Rigs and Backhoes, because the arbitrary addition of drilling tools may raise the center of mass. When possible, travel directly uphill or downhill. Attempt to cross obstacles such as small logs and small erosion channels or ditches squarely, not at an angle. Use the assistance of someone on the ground as a guide when lateral or overhead clearance is close. After the drilling rig has been moved to a .new drilling site, set all brakes and/or locks. When grades are steep, block the wheels. Never travel off -road with the mast (derrick) of the drill rig in the raised or partially raised position. Tie down loads on the drill rig and backhoe and support trucks during transport. Overhead and Buried Utilities The use of a drill rig or backhoe near electrical power lines and other utilities requires that special precautions be taken by both supervisors and members of the exploration crew. Electricity can shock, it can burn and it can cause death. Overhead and buried utilities should be located, noted and emphasized on all boring location plans and boring assignment sheets. When overhead electrical power lines exist at or near a drilling site or project, consider all wires to be live and dangerous. Watch for sagging power lines before entering a site. Do not lift power lines to gain entrance. Call the utility and ask them to lift or raise the lines and deenergize. Before raising the drill rig mast on a site in the vicinity of power lines, walk completely around the drill rig. Determine what the minimum distance from any point on the drill rig to the nearest power line will be when the mast is raised and/or being raised. Do not raise the mast or operate the drill rig if this distance is less than 20 ft. Keep in mind that both hoist lines and overhead power lines can be moved toward each other by the wind. If there are any questions whatsoever concerning the safety of drilling on sites in the vicinity of overhead power lines, call the power company. The power company will provide expert advice at the drilling site as a public service and at no cost. Underground electricity is as dangerous as overhead electricity. Be aware and always suspect the existence of underground utilities such as electrical power, gas, petroleum, telephone, sewer and water. Always contact the owners of utility lines or the nearest undergound utility location service before drilling. The utility personnel should determine the location of underground lines, mark and flag the locations, and determine jointly with utility personnel what specific precautions must be taken to assure safety. If a sign warning of underground utilities is located on a site boundary, do not assume that underground utilities are located on or near the boundary or property line under the sign. Call the utility and check it out. The underground utilities may be a considerable distance away from the warning sign. • • • Clearing the Work Area Prior to drilling or digging, adequate site cleaning and leveling should be performed to accommodate the drill rig or backhoe and supplies and provide a safe working area. Drilling should not be commenced when tree limbs, unstable ground or site obstructions cause unsafe tool handling conditions. Note:. In coordination with the Drilling Crew, the Site Health and Safety Officer will review the precautions taken to insure that the drill rig or backhoe is leveled and stabilized. Housekeeping On and Around the Drill Rig or Backhoe The first requirement for safe field operations is that the Site Safety Officer understands and fulfills the responsibility for maintenance and "housekeeping" on and around the drill rig or backhoe. Suitable storage locations should be provided for all tools, materials and supplies so that they can be conveniently and safely handled without hitting or falling on a member of the drill crew or a visitor. Avoid storing or transporting tools, materials or supplies within or on the mast of the drill rig or backhoe. Pipe, drill rods, bits casing, augers and similar drilling tools should be neatly stacked on racks or sills to prevent spreading, rolling or sliding. Penetration or other driving hammers should be placed at a safe location on the ground or be secured to prevent movement when not in use. Work areas, platforms, walkways, scaffolding and other access ways should be kept free of materials, obstructions and substances such as ice, excess grease, or oil that could cause a surface to become slick or otherwise hazardous. Keep all controls, control linkages, warning and operation lights and lenses free of oil, grease and/or ice. Do not store gasoline in any portable container other than a non -sparking, red container with a flame arrester in the fill spout and having the word "gasoline" easily visible. 41 • • • Safe Use of Hand Tools There are almost an infinite number of hand tools that can be used on or around a drill rig or backhoe. "Use the tool for its intended purpose" is the most important rule. The following are a few specific and some general suggestions which apply to safe use of several hand tools that are often used on and around Drill Rigs and Backhoes. * When a tool becomes damaged, either repair it before using it again or get rid of it. * When using a hammer, any kind of hammer for any purpose, wear safety glasses and require all others near you to wear safety glasses. * When using a chisel, any kind of chisel, for any purpose, wear safety glasses and require all others around you to wear safety glasses. * Keep all tools cleaned and orderly stored when not in use. * Replace hook and heel jaws when they become visibly worn. ' * When breaking tool joints on the ground or on a drilling platform, position your hands so that your fingers will not be smashed between the wrench handle and the ground or the platform, should the wrench slip or the joint suddenly let go. Safe Use of Wire Line Hoists, Wire Rope and Hoisting Hardware The use of wire line hoists, wire rope, and hoisting hardware should be as stipulated by the American Iron and Steel Institute's Wire Rope Users Manual. All wire ropes and fittings should be visually inspected during use and thoroughly inspected at least once a week for abrasion, broken wires, wear, reduction in rope diameter, reduction in wire diameter, fatigue, corrosion, damage from heat, improper weaving, jamming, crushing, bird caging, kinking, core protrusion and damage to lifting hardware and any other feature that would lead to failure. Wire ropes should be replaced when inspection indicates excessive damage according to the wire rope users manual. If a ball -bearing type hoisting swivel is used to hoist • • • drill rods, swivel bearings should be inspected and lubricated daily to assure that the swivel freely rotates under load. If a rod slipping device is used to hoist drill rods, do not drill through or rotate drill rods through the slipping device, do not hoist more than 1 foot of the drill rod column above the top of the mast, do not hoist a rod column with loose tool joints and do not make up, tighten or loosen tool joints while the rod column is being supported by a slipping device. If drill rods should slip back into the borehole, do not attempt to brake the fall of the rods with your hands. Most sheaves on drill rigs are stationary with a single part line. The number of parts of line should not ever be increased without first consulting with the manufacturer of the drill rig. Wire ropes must be properly matched with each sheave. The following procedures and precautions must be understood and implemented for safe use of wire ropes and rigging hardware. Use tool handling hoists only for vertical lifting of tools. Do not use tool handling hoists to pull on objects away from the drill rig or backhoe; however, drills may be moved using the main hoist as the wire rope is spooled through proper sheaves according to the manufacturer's recommendations. When stuck tools or similar loads cannot be raised with a hoist, disconnect the hoist line and connect the stuck tools directly to the feed mechanism of the drill. Do not use hydraulic leveling jacks for added pull to the hoist line or the feed mechanism of the drill. When attempting to pull out a mired down vehicle or drill rig or backhoe carrier, only use a winch on the front or rear of the vehicle or drill rig or backhoe carrier and stay as far away as possible from the wire rope. Do not attempt to use tool hoists to pull out a mired down vehicle or drill rig or backhoe carrier. Minimize shock loading of a wire rope - apply loads smoothly and steadily. * Protect wire rope from sharp corners or edges. * Replace faulty guides and rollers. * Replace worn sheaves or worn sheave bearings. * Replace damaged safety latches on safety hooks before using. * Know the safe working load of the equipment and tackle being used. Never exceed this limit. * Clutches and brakes of hoists should be periodically inspected and tested. * Know and do not exceed the rated capacity of hooks, rings, links, swivels, shackles and other lifting aids. * Always wear gloves when handling wire ropes. * Do not guide wire ropes on hoist drums with your hands. * Following the installation of a new wire rope, first lift a light load to allow the wire rope to adjust. * Never carry out any hoisting operations when the weather conditions are such that hazards to personnel, the public or property are created. * Never leave a load suspended in the air when the hoist -is unattended. * Keep your hands away from hoists, wire rope, hoisting hooks, sheaves and pinch points as slack is being taken up and when the load is being hoisted. * Never hoist the load over the head, body or feet of any personnel. Safe Use of Augers The following general procedures should be used when advancing a boring with continuous flight or hollow -stem augers: * Prepare to start an auger boring with the drill rig level, the clutch or hydraulic rotation control disengaged, the transmission in low gear and the engine running at low RPM. * The operator and tool handler must establish a system of responsibility for the series of various activities required for auger • • • drilling, such as connecting and disconnecting auger sections, and inserting and removing the auger fork. The operator must assure that the tool handier is well away from the auger column and that the auger fork is removed before starting rotation. * Only use the manufacturer's recommended method of securing the auger to the power coupling. Do not touch the coupling or the auger with your hands, a wrench or any other tools during rotation. * Whenever possible, use tool hoists to handle auger sections. * Never place hands or fingers under the bottom of an auger section when hoisting the auger over the top of the auger section in the ground or other hard surfaces such as the drill rig platform. * Never allow feet to get under the auger section that is being hoisted. * When rotating augers, stay clear of the rotating auger and other rotating components of the drill rig. Never reach behind or around a rotating auger for any reason whatever. * Never use your hands or feet to move cuttings away from the auger. * Augers should be cleaned only when the drill rig is in neutral and the augers are stopped from rotating. Start Up All drill rig or backhoe personnel and visitors should be instructed to "stand clear" of the drill rig or backhoe immediately prior to and during starting of an engine. Make sure all gear boxes are in neutral, all hoist levers are disengaged, all hydraulic levers are in the correct nonactuating positions and the cathead rope is not on the cathead before starting a drill rig or backhoe engine. Safety During Drilling and Backhoe Operations Safety requires the attention and cooperation of every worker and site visitor. Do not drive the drill rig or backhoe from hole to hole with the mast in the raised position. Before raising the mast look up to check for overhead obstructions. Before raising the mast, all drill rig personnel and visitors should be cleared from the areas immediately to the rear and the sides of the mast. All drill rig personnel and visitors should be informed that the mast is being raised prior to raising it. Before the mast of a drill rig is raised and drilling is commenced, the drill rig must be first leveled and stabilized with leveling jacks and/or solid cribbing. The drill rig should be releveled if it settles after initial set up. Lower the mast only when leveling jacks are down and do not raise the leveling jack pads until the mast is lowered completely. Before starting drilling operations, secure and/or lock the mast if required according to the drill manufacturer's recommendations. The operator of a drill rig or backhoe should only operate a drill rig or backhoe from the position of the controls. The operator should shut down the drill engine before leaving the vicinity of the drill. Do not consume alcoholic beverages or other depressants or chemical stimulants prior to starting work on a drill rig or backhoe or while on the job. Watch for slippery ground when mounting/dismounting from the platform. All unattended boreholes and trenches must be adequately covered or otherwise protected to prevent drill rig or backhoe personnel, site visitors or animals from stepping or falling into the hole. All open boreholes should be covered, protected, or backfilled adequately and according to local or state regulations on completion of the drilling project. "Horsing around" within the vicinity of the drill rig or backhoe and tool and supply storage areas should never be allowed, even when the drill rig or backhoe is shut down. Before lifting a relatively heavy object, approach the object by bending at the knees, keeping your back vertical and • • • unarched while obtaining a firm footing. Grasp the object firmly with both hands and stand slowly and squarely while keeping your back vertical and unarched. In other words, perform the lifting with the muscles in your legs, not with the muscles in your lower back. A flame ionization gas chromatograph will operate real time during the entire drilling operation. Prior to concrete cutting, excavation or welding operations, free soil gas combustible hydrocarbons will be vented or diluted to a concentration less than 25% LEL. The Project Manager will stop all remediation activities in the event free soil gas gas combustible hydrocarbons exceed 25% LEL. • • • GENERAL HEALTH AND SAFETY REQUIREMENTS Physical Examinations and Site Training All GeoScience Analytical, Inc. (GSA) personnel are required to have undergone a complete physical examination where the examining physician has declared them physically able to work on a hazardous waste site and to participate in all activities required of them in that position. All GSA personnel are also required to have completed a basic hazardous waste training class wherein they are fit tested for a respirator. Site Safety Meeting Site safety orientation/training meetings must be convened a) before the field team begins work at the site, b) when there are modifications to the site safety plan that are applicable to the field personnel, and c) when additional staff of subcontractors begin field work. Meetings will be attended by personnel involved in carrying out the project and presided over by the Site Health and Safety Officer. A list of attendees will be provided to the Project Health and Safety Officer. At a minimum, the meeting agenda must include: a. a review of the Site Safety Plan; b. distribution of Site Safety Plan modifications; c. attendee signatures, acknowledging receipt and understanding of the plan and agreement to comply. • • • The Site Safety Officer The Site Health and Safety Officer is responsible for carrying out the health and safety requirements detailed in this plan and has the authority to halt work or dismiss people from the site if they do not adhere to the plan. The Site Health and Safety Officer should maintain a list of addresses and telephone numbers of emergency assistance units (ambulance services, police, hospitals, etc.) and inform other members of the drill crew of the existence and location of this list. He will maintain a copy of the Health and Safety Plan on site. Safety Completion Reports The Site Health and Safety Officer will prepare a Safety Completion Report to be submitted at the end of the project to the Project Health and Safety Officer. These reports will include a documented list of meter readings, protection decisions, actions, etc. as required by HS-509. Visitor Clearances Maximum efforts will be made to restrict unauthorized personnel from entering within 25 feet of the work area unless they comply with the safety requirements of this plan. • • SITE SPECIFIC HEALTH AND SAFETY REQUIREMENTS Drilling and Digging Operations A section of this health and safety plan has outlined general safety guidelines for drilling which should be followed. Further requirements are as follows. Where necessary, level pads must be constructed to ensure that the rig is in no danger of tipping over during operation. A work area will also be defined around the drilling rig with barricades (25 foot radius) and no one will be allowed inside without appropriate protective gear. During drilling operations personnel within the work zone (25 feet) must wear steel -toed rubber boots, Tyvek coveralls, butyl -neoprene gloves, hard hat, and safety goggles or glasses. The Site Health and Safety Officer must be present at the rig during drilling and will have monitored the work areas with a combustible gas meter. If sustained readings exceed 20% LEL methane in the breathing zone, respirators (half face) must be worn if drilling is to continue. If readings exceed 25% LEL methane the area must be evacuated until vapor levels dissipate. If liquids are encountered, drilling must be halted while personnel change into coated Saranex coveralls. Uncoated Tyvek will be used only during dry conditions. A flame ionization gas chromatograph will operate real time during the entire drilling operation. Prior to concrete cutting, excavation or welding operations, free soil gas combustible hydrocarbons will be vented or diluted to a concentration less than 25% LEL. The Project Manager will stop all remediation activities in the event free soil gas gas combustible hydrocarbons exceed 25% LEL. Air Quality and Personnel Exposure Monitoring The Site Health and Safety Officer (or his designee) will be required to monitor the initial work areas with a combustible gas meter. If the readings exceed 20% LEL methane in the breathing zone, half -face respirators must be worn to continue the exploration. If readings exceed 25% LEL in the breathing zone, all personnel are to evacuate the work area and notify the Corporate Health and Safety Officer. If hydrogen sulfide readings exceed 100ppm in the breathing zone within the work area, all personnel are to • • • evacuate the work area and notify the Corporate Health and Safety Officer. Hydrogen sulfide concentration will be monitored within the work zone. In the event hydrogen sulfide concentration exceeds 100ppm in the breathing zone, the Fire Department will be notified and the area subjected to evacuation. All trenches will be immediately filled with suitable material and capped with bentonite hole plug. Heat Stress Due to the Southern California climate, heat stress may be a concern. Commercially available water and GatorAde will be made available. Heat stress can result when protective clothing decreases natural body ventilation. If temperatures on -site exceed 85 degrees F while protective coveralls are being worn, then heat stress monitoring will be required. Noise Hearing protection must be worn by the drill rig or backhoe operator and helper and all others within the work zone of the rig while the rig is in operation. Personnel and Equipment Decontamination A decontamination station and procedure will be established by the Site Health and Safety Officer during site mobilization. This will consist of a liquid soap and warm water wash for boots, gloves, respirators, and hard hat. Tyvek will be placed in a plastic bag and then disposed of. Prior to eating or drinking, the hands and face will be washed with soap and water. Traffic When a work site encroaches upon public streets, the possibility of an individual being injured or struck by vehicular traffic must be considered. At all times, personnel must be aware when moving from a protected area. Barricades and devices must be used to warn traffic. • • • EMERGENCY RESPONSE PROCEDURES In the event of fire, explosion, injury, or accident, contact the appropriate site emergency response group from the list below: Fire Department: Hospital: Ambulance: Paramedics: Poison Control: GeoScience Analytical, Inc. 911 (714) 645-8600 911 911 (714) 634-5988 (805) 526-6532 Directions to the Nearest Hospital The nearest hospital to the site is: Hoag Memorial Hospital 301 Newport Blvd. Newport Beach, CA Directions to the hospital from the site are as follows: Enter hospital directly from work area by going north on Newport Blvd. from West Coast Highway. • • • Position APPROVAL/DISTRIBUTION OF HEALTH AND SAFETY PLAN Name Signature Project Manager: Fleet E. Rust, Ph.D. Project H/S Officer: Cynthia M. Pandolfi, MT ASCP Corporate Cynthia M. Pandolfi, MT ASCP H/S Officer: Site H/S Officer: Susan Chasen The following have read this plan and understand its provisions: Company_ Name Signature GSA Susan Chasen GSA Fleet E. Rust GSA Louis J. Pandolfi GSA Cynthia M. Pandolfi HOAG Merrill Wright • Project Manager: Project H/S Officer: Site H/S Officer: • • RESPONSIBLE INDIVIDUALS Fleet E. Rust, Ph.D. Cynthia M. Pandolfi, MT ASCP Susan Chasen -69- • APPENDIX C • CHAIN -OF -CUSTODY RECORDS • 4454 Industrial Street Simi V y, CA 93063 CHAIN -OF CUY RECORD PROJECT NO: /,.5 ? DATE 9 *" 0 F PROJECT NAME '1 4J ude <i.4/� NUMBER OF CONTAINERS " COMMENTS/ - CONTAINER TYPE ' _ REFERENCE .. ' • . • ANALYSIS ADDRESS • PETROLEUM HYDROCARBONS 8015 PETROLEUM HYDROCARBONS 118.1 BTXE (8020/502} CAC METALS HALOGENATED VOLATILEORGANICS 8010 ORGANIC Pb 1 _ J SAMPLERS (SIGNATURE) r - - �'r `�,• ` LABORATORY �e ,ic,'r k ce / / �.,F / / c-c,/ j`,e • fl .,, n. V SAMPLE NO. 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PRINTED NAME TIME l/`"u✓7 TIME TIME CM / o PRINTED NAME 6:'c'fc' Ckc P 1 `//c,/ t *S PRINTED NAME COMPANY COMPANY / P COMPANY - SPECIAL SHIPMENT/HANDLING STORAGE REQUIREMENTS: 121 R C IVED ��� ki ` '�r, DATE trAZ 4 ECEIV D BY jt TE g-OR SIGNATURE SIG G 6, A / ATURE d°r SIGNATURE 7 /j' {/ 1� a PRINTED NAME TIME Gtvl PRINTED TIME TIME Ac- 11i"./ 2i60 NAME �� /'• PRINTED NAME COMPANY COMPANY 4 COMPANY 44J4 Industrial Street Simi VV, CA 93063 PROJECT NO: CHAIN -OF CULY RECO Nei PROJECT NAME /7/„oet, ,Jeu e G i,-'E NUMBER OF CONTAINERS REFERENCE ANALYSIS ADDRESS . . .. § PETROLEUM HYDROCARBONS 418.1 CAC METALS HALOGENATED VOLATILE ORGANICS ORGANIC Pb to COMMENTS/ SAMPLERS (SIGNATURE)--•�.%--'�/ -• "g ? N. CONTAINER TYPE LABORATORY �o.) .�Gi`PA Le s«./ / cc. / .,. A': c • c O ^I L'1 � O� CC a SAMPLE NO. DATE TIME LOCATION a a s Q L 4.--....X.'""1--...,, er.:4.---: X ! r IA, - --.? "i( • 1./.2 Ly . /7T, 6F°�fP Lis p79f. I. 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DATE 92-n7-fly_/i37-3/ z 2 3y J5 A i A .49 -Z-10 TIME /J^TZ /J-yd /JY7 Arrf /6 /o LOCATION co Ave(( �CcJ ANALYSIS PROJECT NO. DATE Y/Y�9L NUMBER OF CONTAINERS COMMENTS/ CONTAINER TYPE l ?,2)3-/v d'/ar 220-dr /?,72/3-// 37 36' yfy/4Z ORELINQUISI430 BY /63 z /6 YJ__ /6s1 /7/0 ATU PRINTED NAME Cie COMPANY RECEIVED B SIGNATURE L TIME 2/00 -VOL& �/CfE t PRINTED NAME COMPANY P7q," &pi e DATE a R 4QUIS 0 BY Q0 SIGNATURE J /. 71 e PRINTED NAME y- COMPANY / DATE U RE JO BY TIME 2/o� DATE u RELINQUISHED BY YA SIGNATURE TIME S� :kfc PRINTED NAME COMPANY DATE r J - 1?aI2-l� /Zai3 7TOTAL NUMBER OF CONTAINERS SAMPLE CONDITIONS TIME RECEIVED ON ICE YES NO . SIGNATURE Pau (dU44 PRINTED NAME COMPANY SEALED rYES/ NO DATE ECEIVED BY (LAB)SPECIAL SHIPMENT/HANDLING DATE OR STORAGE REQUIREMENTS: 4/2 GNA TIME IAAE PRINTED NAME 11-11_ A- COMPANY 44541ndustrial Street Simi. Vs�p, CA 93063 PROJECT NAME REFERENCE ADDRESS 41:oc, L/k' SAMPLERS (SIGNATURE) LABORATORY L SAMPLE NO. G., CHAIN -OF CU Y RECORD -C ha/ ,• c-te) C.. - aY-0Y )JJ7- y/ «2. ys y,' Yi RELINQJJISAD BX ATU PRINTED NAME 6 s& DATE vvhz- COMPANY RE EIIVEED IRY 4-112)'91-- TIME / 2 2 0 /7.J' /2 y.r / »7 /cY % iftr /12,6 / 3s /(Y/ ' Y9 GL TIME aroo SIGNATURE /- PRINTED NAME 40,41 /(A(Q ,4 i cJ1 COMPANY DATE PL. TIME z/4.),, LOCATION f/ire /iJ.( /LAIk DATE ac RELINQUISHED B y J SIGNATURE PRINTED NAME Eede; e,,e 44,4 COMPANY UR ED BY SIGNMURE Pat/ rJA., d PRINTED NAME DATE TIME 4S 7TETE COMPANY TIME 4z 949 PROJECT NO: j/� s� DATE, ! /5// 7 L F ..aiO F 5CONTAINER HALOGENATED VOL ATILE ORGANICS ORGANIC Pb 1 H i'1 ` \ - a U v -� NUMBER OF CONTAINERS ' COMMENTS/ TYPE - - 1 r-e /707l li (/ -/7 !l /7J3/9 h(J f ` l �� r ► ( I7.2i/ —/ 7/ /?2ij // y / /( l7,1ii-3 d -747/ e RELINQUISHED BY DATE TOTAL NUMBER OF CONTAINERS SAMPLE CONDITIONS RECEIVED ON ICE YES/ NO SEALED Y NO SIGNATURE TIME PRINTED NAME COMPANY13 - SPECIAL SHIPMENT/HANDLING OR STORAGE REQUIREMENTS: BY (LABDATE S GNA'� TIME PAIN •A COMPANY A TTJT y;&%LLLO{..L.LaJ. Ul..LCCl Simi ey, CA 93063 CHAIN -OF DY RECORD. PROJECT O: 11- DATE ��y�_n.� PROJECT NAME x /(j% tc Il4,/ e k k I �r NUMBER OF CONTAINERS I , REFERENCE PETROLEUM HYDROCARBONS 8015 I ANALYSIS ADDRESS ; . PETROLEUM HYDROCARBONS 415.1 Li NAIOGENATED 8VOLATILEORGANICS • I I ORGANIC Ph - E A COMMENTS/ SAMPLERS CONTAINER TYPE - (SIGNATURE) /la LABORATORY Cr�ofc., ,, , e /,2Hu / GEC . 1? �� v tl a SAMPLE NO. DATE TIME LOCATION g 8 . o v YL-ay c+ y-:/33 J.. Jam/ %7 9 C, left `�le•l-%a cif • X I / + fJ vf�/(� 2/1 J-2. • /fey / . ' Y ( 0 174—C' 13 /y 01/4' ( fr ,r'y /yt9 1.-----(--..„,""Tis-------- I.1/ —(0 Si lf/-r X X I I7.1— Y re I /" ► f7 1 f ie s X I v 1 /2 /gyp fd" / //S u/-71 9Z -ay-o-/337- 60 Y/q/r2- ifs- 0 `yerlck c/ f X ( j67-77(' / gi RELINQUISKYD BY DATE 3 RELINQUISHED. BY W‘44— DATE ` / © RELINQUISHED BY DATE ,211— )•OTAL NUMBER"OF CONTAINERSNATO (/SIGNATURE 7 �(� I / ' �z /�/�. f- / SIGNATURE SAMPLE CONDITIONS 1 ,,' mot+ J lT, ,% ao 4. / TIME Q i f ! � C< iL PRINTED NAME PRINTED TIME TIME / J 6.6. �/0, NAME � T 6P.j; %c'a+.c• ,4, jJ c . 17' q PRINTED NAME RECEIVED ON ICE YE NO SEALED ) COMPANY COMPANY NO / fiVA COMPANY 0 RECEIVED 41-Ps4 BY • i'. ku,41-. ' DATE y Q D Y DATE 10 IVED (LAB DATE 'is SPECIAL OR STORAGE EQUI EMEN SG SIGNATURE SIG ATU ' flee! k ud i t 1di) A / vi TIME �� PRINTED NAME PRINTED NAME TIME TIME /� �% % 64 floe Afr•V IC f + , e L' 4,1� PRINTED NAME COMPANY /,L �c) � COMPANY COMPANY 44.74 ustrial Street Simi ey, CA 93063 CHAIN -OF CDM RECORD PROJECT NAME /54 c Y 2 e REFEREN CE ADDRESS PROJECT NO: /3 3 / DAT ° 1-Mit7 O F SAMPLERS (SIGNATURE) ` a LABORATORY (r� �,i t��F���17��� ,stc SAMPLE NO. 91.O p'-/13 2-- 6/ DATE TIME /9'!.' LOCATION ANALYSTS • v � COMMENTS/ CONTAINER TYPE �f P RELINQUISIED BY IGNAT Lot-t-r1 PRINTED NAME C14 DATE RELI QUI ED BY COMPANY bRECEIVED BY 1&4, SIGNATURE PRINTED NAME COMPANY TIME 2/L�v DATE v4L TIME .2fvv SIGNATURE �% 6 '.j PRINTED NAME COMPANY /TI.ay � 4:1 C. D BY SIG ATUR 4DJ1 clork PRINT 0-NAME COMPANY DATEILI RELINQUISHED BY Y/d a) SIGNATURE TIME PRINTED NAME COMPANY DATE TIME TOTAL NUMBER OF CONTAINERS SAMPLE CONDITIONS RECEIVED ON ICE ( YE? NO . SEALED NO SPECIAL SHIPMENT/HANDLING OR STORAGE REQUIREMENTS: o • • • APPENDIX D LABORATORY RESULTS 1 Certified Testing Laboratories, Inc. 0 - 2648 East 28th Street • Signal Hill, CA 90806 • TEL: (310) 424-9992 • FAX: (310) 492-1203 '77 • • LABORATORY NO. 17211 CLIENT SAMPLE MARKS BASED ON SAMPLE RESULTS Analyte 17211-1 92-04-04-1337-46 4/4/92 18:15 Wetlands Corrosivity (pH) 33% 17211-2 92-04-04-1337-47 4/4/92 18:26 Wetlands Corrosivity (pH) 17211-3 92-04-04-1337-49 4/4/92 18:41 Wetlands Corrosivity (pH) 17211-4 92-04-04-1337-51 4/4/92 18:55 Wetlands Corrosivity (pH) 33% 17211-5 92-04-04-1337-52 4/4/92 19:01 Wetlands Corrosivity (pH) GeoScience Analytical, Inc. 4454 Industrial Street Simi Valley, CA 93063 Attn: Louis J. Pandolfi Water and Sludge Project # 1337 Hoag Base Line As received slurry slurry Page 1 of 2 REPORTED 04-07-92 RECEIVED 04-06-92 Analyses Results 6.1 units 6.8 units 7.2 units 6.6 units 7.1 units Method EPA 9040 EPA 9040 EPA 9040 EPA 9040 EPA 9040 This report applies only to the sample, or samples investigated and is not necessarily indicative of the quality or condition of apparently identical or similar material or products. As a mutual protection to clients, the public and these Laboratories, this report is submitted and accepted for the exclusive use of the client to whom it is addressed and upon the condition that it is not to be used. In whole or in part, in any advertising or publicity matter without prior written authorization from these Laboratories. • • • Page 2 of 2 LABORATORY NO. 17211 REPORTED 04-07-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 SAMPLE Water and Sludge MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As received RESULTS Analyte " 17211-6 92-04-04-1337-53 4/4/92 19:05 Wetlands Corrosivity (pH) 33% slurry Analyses Results Method 6.6 units EPA 9040 17211-7 92-04-04-1337-60 4/4/92 19:50 Wetlands Corrosivity (pH) 7.5 units EPA 9040 Attachment: Cha'• of Custody Respectfu CERTIFI t a . Sa ot, Ph.D. President /jlc ORIES, INC. A011:161i Mr, 0 - 2648 East 28th Street • Signal Hill, CA 90806 • TEL: (310) 424-9992 • FAX: (310) 492-1203 • • Certified Testing Laboratories, Inc. Page 1 of 4 LABORATORY NO. 17212 REPORTED 04-07-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 4454 Industrial Street Simi Valley, CA 93063 Attn: Louis J. Pandolfi SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As sampled RESULTS Analyte 17212-1 92-04-04-1337-2 4/4/92 10:15 Children's Center Hydrogen Sulfide Analyses Results Method <.1 ppmV 17212-2 92-04-04-1337-5 4/4/92 10:59 Children's Center Hydrogen Sulfide <.1 ppmV 17212-3 92-04-04-1337-8 4/4/92 11:43 Children's Center Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV 17212-4 92-04-04-1337-13 4/4/92 13:00 Cancer Center Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV GC/Hall Modified EPA 15 This report applies only to the sample, or samples investigated and is not necessarily indicative of the quality or condition of apparently identical or similar material or products. As a mutual protection to clients, the public and these Laboratories, this report is submitted and accepted for the exclusive use of the client to whom it is addressed and upon the condition that it is not to be used. In whole or in part, in any advertising or publicity matter without prior written authorization from these Laboratories. • • Page 2 of 4 LABORATORY NO. 17212 REPORTED 04-07-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As sampled RESULTS Analyte Analyses Results Method 17212-5 92-04-04-1337-16 4/4/92 13:30 Cancer Center Hydrogen Sulfide <.1 ppmV 17212-6 92-04-04-1337-19 4/4/92 14:10 Child Care Center Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV 17212-7 92-04-04-1337-22 4/4/92 14:50 Well Gas Hydrogen Sulfide 4800 ppmV Sulfur Dioxide <.1 ppmV 17212-8 92-04-04-1337-25 4/4/92 15:05 Well Gas Hydrogen Sulfide 3600 ppmV 17212-9 92-04-04-1337-28 4/4/92 15:15 Well Gas Hydrogen Sulfide 4100 ppmV GC/Hall Modified EPA 15 1,1 0 • Page 3 of 4 LABORATORY NO. 17212 REPORTED 04-07-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As sampled RESULTS Analyte Analyses Results Method 17212-10 92-04-04-1337-31 4/4/92 15:32 Well Gas Hydrogen Sulfide 2880 ppmV 17212-11 92-04-04-1337-34 4/4/92 15:49 Flare Plume Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV 17212-12 92-04-04-1337-37 4/4/92 16:32 Flare Plume Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV 17212-13 92-04-04-1337-40 4/4/92 17:10 Flare Plume Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV 17212-14 92-04-04-1337-43 4/4/92 17:45 Flare Plume Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV GC/Hall Modified EPA 15 • • • Page 4 of 4 LABORATORY NO. 17212 REPORTED 04-07-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As sampled RESULTS Analyte Analyses Results Method 17212-15 92-04-04-1337-55 4/4/92 19:15 Wetlands Hydrogen Sulfide <.1 ppmV Sulfur Dioxide <.1 ppmV 17212-16 92-04-04-1337-57 4/4/92 19:28 Wetlands Hydrogen Sulfide <.1 ppmV Attachment: Chai, of Custody Respectful CERTIFIE ar Salo , Ph.D. President /jlc ORIES, INC. GC/Hall Modified EPA 15 'OF • • Certified Testing Laboratories, Inc. - 2648 East 28th Street • Signal Hill, CA 90806 • TEL: (310) 424-9992 • FAX: (310) 492-1203 Page 1 of 4 LABORATORY NO. 17213 REPORTED 04-10-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 4454 Industrial Street Simi Valley, CA 93063 Attn: Louis J. Pandolfi SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As received RESULTS Analyte Analyses Results Method Detection Limits 17213-1 92-04-04-1337-3 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND' ppmV GC PID 17213-2 92-04-04-1337-6 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID 17213-3 0.5 ppmV 92-04-04-1337-9 Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID 17213-4 0.5 ppmV 92-04-04-1337-14 Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID This report applies only to the sample, or samples investigated and is not necessarily indicative of the quality or condition of apparently identical or similar material or products. As a mutual protection to clients, the public and these Laboratories, this report is submitted and accepted for the exclusive use of the client to whom it is addressed and upon the condition that it is not to be used. In whole or in part, in any advertising or publicity matter without prior written authorization from these Laboratories. • • • Page 2 of 4 LABORATORY NO. 17213 REPORTED 04-10-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As received Analyte Analyses Results Method Detection Limits 17213-5 92-04-04-1337-17 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID 17213-6 92-04-04-1337-20 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID 17213-7 92-04-04-1337-23 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) 1.4 ppmV GC PID 17213-8 92-04-04-1337-26 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) 1.4 ppmV GC PID K . ) • i • Page 3 of 4 LABORATORY NO. 17213 REPORTED 04-10-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As received Analyte Analyses Results Method Detection Limits 17213-9 92-04-04-1337-29 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) 1.4 ppmV GC PID 17213-10 92-04-04-1337-32 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) 1.9 ppmV GC PID 17213-11 92-04-04-1337-35 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID 17213-12 92-04-04-1337-38 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID r • Page 4 of 4 LABORATORY NO. 17213 REPORTED 04-10-92 CLIENT GeoScience Analytical, Inc. RECEIVED 04-06-92 SAMPLE Air (Tedlar Bag) MARKS Project # 1337 Hoag Base Line BASED ON SAMPLE As received Analyte Analyses Results Method Detection Limits 17213-13 92-04-04-1337-41 0.5 ppmV Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID 17213-14 92-04-04-1337-44 Benzene ND, ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID 17213-15 92-04-04-1337-56 Benzene ND ppmV GC PID Toluene ND ppmV GC PID Ethyl Benzene ND ppmV GC PID Xylene (total) ND ppmV GC PID ND - Not Detected Attachment: Chain of Custody Respectfully sti CERTIFIED - :ORATORIES, INC. Sturt E. Salot, Ph.D. "President /jlc 0.5 ppmV 0.5 ppmV • • i 16 APPENDIX III TEXT OF MITIGATION MEASURES 6, 7 AND 8 ^ h n 17 MITIGATION MEASURE NO. 6, 7 AND 8 "Prior to the issuance of a grading permit, the project sponsor shall conduct a soil corrosivity evaluation. This evaluation shall be conducted by and expert in the field of corrosivity. The site evaluation shall be designed to address soils to at least the depth to which excavation is planned. At a minimum, at least one sample from each soil type should be evaluated. Appropriate personnel protection should be worn by field personnel during the field evaluation. In the event soils are found to be corrosive, the source and extent of the corrosive soils should be determined and fully understood. This is important for the development of mitigation measures to control the potential impact of corrosive soils over time. " "Based on the corrosion assessment and source determination, a soils and construction material compatibility evaluation should also be undertaken, concluding with the appropriate mitigation measures and design criteria. Corrosion resistant construction materials are commonly available and should be used where design specifications require protection. For example, there are many elastomers and plastics, like PVC, which are resistant to corrosion by up to 70 percent acid at 140 degrees Fahrenheit." Should the soil be identified as hazardous due to the severeness of their corrosivity (i. e., a pH less than 2.5), on -site remediation by neutralization should be undertaken prior to construction. Appropriate regulatory agency approvals and permits should also be obtained" Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 7 Based on the corrosion assessment and source determination, a soils and construction material compatibility evaluation shall be undertaken, concluding with the appropriate mitigation measures and design criteria. Corrosion resistant construction materials are commonly available and shall be used where the evaluation/assessment concludes that corrosive soils conditions could adversely impact normal construction materials or the materials used for the mitigation of subsurface gas conditions. For example, there are many elastomers and plastics, like PVC, which are resistant to corrosion by up to 70 percent sulfuric acid at 140 degrees Fahrenheit. Standard for Compliance: Approval of soils and construction material compatibility evaluation. Method of Verification: Documentation of approved soils and construction material compatibility evaluation. Timing of Verification: Prior to the issuance of a grading permit. Responsible Party(ies): Applicant; Building Director or designated representative or Planning Director or designated representative. Verification Date: City of Newport Beach Verification I0-7-3) Approved on: Approved by: Signature: C'tUserslper\Documents\Hoag LC Landscape MMP doc 44 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program • Approved on: Approved by: Signature: Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 7 Based on the corrosion assessment and source determination, a soils and construction material compatibility evaluation shall be undertaken, concluding with the appropriate mitigation measures and design criteria. Corrosion resistant construction materials are commonly available and shall be used where the evaluation/assessment concludes that corrosive soils conditions could adversely impact normal construction materials or the materials used for the mitigation of subsurface gas conditions. For example, there are many elastomers and plastics, like PVC, which are resistant to corrosion by up to 70 percent sulfuric acid at 140 degrees Fahrenheit. Standard for Compliance: Approval of soils and construction material compatibility evaluation. Method of Verification: Documentation of approved soils and construction material compatibility evaluation. Timing of Verification: Prior to the issuance of a grading permit. Responsible Party(ies): Applicant; Building Director or designated representative or Planning Director or designated representative. Verification Date: City of Newport Beach Verification OICSV C\Users\pen\Documents\Hoag LC Landscape MMP doc 44 Pc *al -260 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 8 Should the soil be identified as hazardous due to the severeness of their corrosivity (Le., a pH less than 2.5), on -site remediation by neutralization shall be undertaken prior to construction. Appropriate regulatory agency approvals and permits shall also be obtained. Standard for Compliance: Obtain approvals/permits, if remediation is required, subsequent remediation. Method of Verification: Compliance with Mitigation Measure 6 and if remediation is required, approval by the appropriate regulatory agency in accordance with their rules Timing of Verification: Prior to the issuance of a building permit. Responsible Party(ies): Applicant; Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: qJ2t `b1 Approved by: d t Signature: C:1Users1pen1Documents1Hoag LC Landscape MMP.doc 45 &, #-UJ'I1—zcn1 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 49 In the event that hazardous waste is discovered during site preparation or construction, the Project Sponsor shall ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5), standards established by the California Department of Health Services, Office of Statewide Health Planning and Development, and according to the requirements of the California Administrative Code, Title 30, Chapter 22. Standard for Compliance: Documented in contractor/subcontractor supplemental general conditions and subsequent handling and disposal of any identified hazardous waste/materials in accordance with regulations, if required. Method of Verification: Contractor specifications check. Timing of Verification: Ongoing during site preparation and construction. Responsible Party(ies): Applicant; Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: . Signature: C:1Userstpen1DocumentslHoag LC Landscape MMP doc 48 ��i4oS(1'261I • HOAG MEMORIAL HOSPITAL PRESBYTERIAN SUPPLEMENTARY AGREEMENT BETWEEN OWNER AND CONTRACTOR February 2006 EDITION The following terms and conditions are supplementary to the Master Agreement Between Owner and Contractor, dated March 31, 2004, (January 2005 Edition), including the Conditions, General, Supplementary and other Conditions, of the Contract (herein after the "Master Agreement"). Upon receipt of a written authorization, the conditions and exhibits described below will modify the Master Agreement for the scope and extent of the project identified below only. It is agreed that the terms and conditions set forth in the Master Agreement are a part of this document and are in full force and effect as if incorporated herein, except as modified. Where inconsistencies exist between the Master Agreement and the authorized Supplementary Agreement, the conditions and exhibits included in the Supplementary Agreement shall govern. Date: Hoag Project Number: 125889 Hoag Project Name: Lower Campus Slope and PCH Screen Landscape Owner: Hoag Memorial Hospital Presbyterian 500 Superior Ave., Suite 300 Newport Beach, California 92663 Federal Express Address: Hoag Memorial Hospital Presbyterian Facilities Design and Construction 500 Superior Avenue, Suite 300 Newport Beach, CA 92663 Contractor: Contractor Company Name Street Address And Suite City, State Zip The Architect: Rabben/Herman Design Office 833 Dover, suite 9 Newport Beach, CA 92663 Owner's Representative: Gregg Zoll, Senior Project Manager Facilities Design & Construction Department Hoag Memorial Hospital Presbyterian 500 Superior Avenue, Suite 300 Newport Beach, California 92663 Architect's Project No.: Architect project number or N/A • • • EXHIBIT J SUPPLEMENTAL GENERAL CONDITIONS 1. TEMPORARY FACILITIES. Electrical power and water for construction purposes will be available at the jobsite. Contractor shall provide and pay for any telephones and/or radios required for his own use during entire construction period. Owner shall provide and pay for temporary water and power, but Contractor is responsible for distribution of water and power from the Owner's point of connection. Contractor shall obtain and pay for temporary toilets and dumpsters, and shall have them removed at the completion of the Work. 2. OFFICE AND STORAGE BUILDINGS. The Contractor shall provide and maintain, if appropriate, a suitable office as may be required for use by himself and shall provide access for Architect, Engineer and Hoag's Project Manager at all times. Keys for same shall be provided to Hoag Security Services Department. 3. PROTECTION. The Owner does not assume any responsibility, at any time, for the protection of the new work, or for loss of materials through theft or vandalism from the time that the Project operations have commenced until the entire completion and acceptance of the Project by the Owner. Such protection shall be provided by the Contractor, and the cost thereof shall be included in the Contract Sum. 4. HANDLING MATERIALS. The Contractor and each Subcontractor shall be responsible for the proper care and protection of its own materials, equipment, etc., delivered to the site. When any room, space or area in the building is used as a shop, storeroom, etc., the one making use of same will be held responsible for repairs, patching and cleaning arising out of such use. 5. ASBESTOS NOTIFICATION AND DISCLOSURE. The Contractor and each Subcontractor must sign the Asbestos Notification and Disclosure Statement (see Exhibit K to the Agreement) and return it to the FD&C Project Manager prior to commencing the Project. 6. DAILY FIELD REPORTS AND INSPECTION SHEETS. The Contractor's field personnel shall maintain the "Daily Inspection Sheets" for Interim Life Safety Measures For Construction Projects using the Hoag form. In addition, the Contractor shall submit weekly copies of the above Daily Inspection Reports and copies of the Contractor's Daily Field Report to the FD&C Project Manager. (see Exhibit K.3 to the Agreement) 7. LIFE SAFETY/FIRE DRILL EVALUATION FORM. Refer to the completed "Construction Site Life Safety / Fire Drill Evaluation Form" (see Exhibit K2) for requirements for fire drills for this Project. Note: This form is to be completed by the Contractor, Architect and Owner prior to commencement of construction and be approved by Hoag's Safety Officer. 8. INTERIM LIFE SAFETY MEASURES. The Contractor and its Subcontractors shall conform to the "Interim Life Safety Measures" (ILSM) and other safety procedures that may be established by the Owner from time to time during the course of construction. (see Exhibit K.1) 9. PROJECT CLOSEOUT MANUAL. The Contractor shall provide the Owner with three (3) project closeout manuals upon completion of the work. 10. CONTRACTOR EMPLOYEES. Employees of Contractor and Subcontractors shall wear a Hoag "contractor" badge at all times when working on the Project. The badge must be clearly visible. 11. CONTRACTOR SUPERVISOR TRAINING. The Contractor's and subcontractor's supervisory staff are required to attend one two-hour training class conducted by Hoag Hospital that will provide general instruction on the rules for conducting work in and around an operating hospital. The training will include topics such as: general conduct, fire and disaster response, general safety, emergency conditions, security, interim life safety measures, infection and dust control, noise and vibrations, hazardous materials, wall, floor and ceiling penetrations, and utility shutdowns. Each field supervisor at the crew foreman level and above is required to attend one class per year. Group classes will be conducted periodically by Hoag FD&C. The classes are not intended to replace safety training that is required by the Contractor and the subcontractor as part of its training or safety programs, or education required by law. 12. SMOKING. Smoking at entrancesto the building and adjacent to construction is in violation of Hoag Hospital policy. There will be no smoking at the job site except in designated areas. The Contractor, its subcontractors, suppliers, etc., smoking in a non -designated area will be asked to leave the premises and will not be allowed to return to the project. 13. NOISE AND VIBRATIONS. Due to the close proximity of Hoag employees and patients to the construction area, due care shall be taken by the Contractor to minimize noise, pollution or other disturbances to these employees and patients. These disturbances may require the Contractor to work at night, weekends or non-standard hours. If the Contractor is asked to stop work due to these disturbances, no additional compensation, either monetary or time delay, shall be accepted by the Owner. Roto-hammer drill, and jackhammer use is specifically prohibited without prior approval of Hoag Hospital, and, depending on location and duration, may be prohibited. 14. FALSE FIRE ALARMS. The General Contractor shall be responsible for ensuring the fire detection and alarm systems are correctly secured against false activation. Failure to do so may result in the false activation of these systems. Hoag Memorial Hospital Presbyterian is financially responsible to the City of Newport Beach for false activation of the fire detection and alarm systems. The Contractor shall pay to the Owner $500.00 per activation for any activation of the fire detection and alarm system caused by the failure of the Contractor to take adequate precautions to prevent such activation. 15. FIRE ALARM, DETECTION AND SUPPRESSION SYSTEMS. Reference is made to Exhibit K.1 of the Agreement. During the performance of the Work, the Contractor must ensure that fire alarm, detection, and suppression systems are not impaired. A temporary, but equivalent, system acceptable to the OSHPD and local fire marshal shall be provided when any fire system is impaired. Temporary systems must be inspected and tested monthly. In some situations, it may be necessary for the Contractor to provide Fire Watch when one or more of the fire alarm, detection, and suppression systems are disabled. NOTE: The Life Safety Code, NFPA 101, 1997 edition, requires that the municipal fire department (or applicable emergency forces group) is notified and a fire watch is provided whenever an approved fire alarm or automatic sprinkler system is out of service for more than four hours in a 24-hour period in an occupied building. The Contractor shall, at its own expense, design, submit, obtain approval, and install temporary fire alarm, detection, and suppression systems, or provide Fire Watch, to satisfy the requirements of Governmental Agencies when existing systems are disabled during performance of the Work. 16. ASBESTOS ABATEMENT AND LEAD -BASED PAINT ABATEMENT WORK. Notwithstanding any language to the contrary in Exhibit K, Contractor's Work may specifically include the abatement of asbestos -containing and lead -containing materials as described by the Contract Documents. In performing such asbestos abatement work, and any and all abatement work associated with lead -containing materials, Contractor and any subcontractor performing the actual abatement work shall comply with all applicable Licensing, health and safety and notice laws, OSHA regulations and all other applicable laws, rules, regulations, statutes and ordinances • • • governing the abatement, transportation and disposal of asbestos -containing materials and lead - containing materials. 17. LEGAL REQUIREMENTS. The Contractor shall comply with all laws, rules, regulations, building codes, orders, decrees and all other legal requirements of any local, state or federal governmental agency or authority for the Project including OSHPD, OSHA, Cal -OSHA, seismic requirements and the Americans with Disabilities Act (collectively the "Legal Requirements"). 18. PAYMENT FOR MATERIALS AND EQUIPMENT. Delete article 9.3.2 of the General Conditions in its entirety, and insert the following. 9.3.2 Payments may be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work upon the Owner's written approval in advance of the Application for Payment. The Owner's approval shall not be unreasonably withheld. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the actual value of the materials or equipment evidenced by invoices from the supplier or manufacturer, Owner's title to such materials and equipment or otherwise protect the Owner's interest, and shall include applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. Such materials shall be (1) protected from conversion, destruction, theft and damage to the satisfaction of the Owner, (2) specifically marked for use on the Project, and (3) segregated from other materials at the storage facility. If payment for off site stored materials or equipment is requested, the Contractor shall pay the reasonable travel expenses and fees of the Architect, Engineer, and Owner's Representative for travel and time to inspect materials stored at off site locations more than ten (10) miles from the project site. Materials or equipment paid for and stored off site for more than six months will be required to be re -inspected bi-annually. 19. CONTRACTOR DRESS CODE MINIMUM REQUIREMENTS. Hoag Hospital contractors are to maintain a professional workman -like appearance -and give patients, staff, and visitors a sense of safety and security. All Hoag contractors and subcontractors are required to abide by the following dress code and safety standards. a. Contractors will be required to wear sleeved shirts with their company logo imprinted on the shirt. The shirts are to be navy blue or dark blue in color and tucked in trousers. b. Shirts will be fitted to the person's body type. Oversized shirts are prohibited. c. Long pants will be worn at all times. Shorts of any kind are prohibited. d. Pants will be worn at waist level. Oversized pants will be prohibited. e. Construction work boots or shoes with heavy soles will be worn at all project sites. f. All headgear will be worn as designed in the proper orientation on the head. This includes hard hats and ball caps (i.e. not backwards). g. Hoag Hospital issued contractor badges are to be worn and visible at all times. h. The dress code applies on all Hoag Hospital and Hoag Health Center projects. Violation of the dress code at work sites will result in temporary suspension from the job site. Repeated violations will result in removal from Hoag projects. 20. CONTRACTOR COMPLIANCE WITH PROJECT MITIGATION MEASURES. Contractor working for Hoag Hospital are to comply with the following Mitigation Measures. a. MM — 49: In the event that hazardous waste is discovered during site preparation or construction, the Project Sponsor shall ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5), standards established by the California Department of Health Services, Office of Statewide Health Planning and Development, and according to the requirements of the California Administrative Code, Title 30 Chapter 22. b. MM - 55: Continuous monitoring for methane and hydrogen sulfide. c. MM — 74: During construction, Project Sponsor shall ensure that an explosimeter is used to monitor methane levels and percentage range. Additionally, construction contractors shall be required to have a health and safety plan that includes procedures for worker/site safety for methane. If dangerous levels of methane are discovered, construction in the vicinity shall stop, the City of Newport Beach Fire Department shall be notified and appropriate procedures followed in order to contain the methane to acceptable and safe levels. d. MM — 111: The Project Sponsor shall ensure that all intent combustion engines associated with construction activities shall be fitted with properly maintained muffler and kept in proper tune. e. MM: SC 3.4-1: During construction, the Applicant shall ensure that all noise -generating activities be limited to the hours of 7:00 AM to 6:30 AM on weekdays and 8:00 AM to 6:00 PM on Saturdays. No noise -generating activities shall occur on Sundays or national holidays in accordance with the City of Newport Beach Noise Ordinance. • • Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 52 A soil gas sampling and monitoring program shall include methane and hydrogen sulfide levels. Samples shall be taken just below the depth of actual disturbance. (The individuals(s) performing this initial study may be at risk of exposure to significant —and possibly lethal doses of hydrogen sulfide, and shall be appropriately protected as required.) Standard for Compliance: Approval of soil gas sampling and monitoring program. Method of Verification: Documentation of approved soil gas sampling and monitoring program. Timing of Verification: Prior to the issuance of each grading permit. Responsible Party(ies): Applicant; Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: 0169 Approved by: '• t Signature: C.1Userslpen1Documents%Hoag LC Landscape MMP doc 49 16, OS icy? • • • METHANE & HYDROGEN SULFIDE GAS MITIGATION MEASURE #52 HOAG MEMORIAL HOSPITAL PRESBYTERIAN LOWER CAMPUS SLOPE & PCH SCREEN LANDSCAPE NEWPORT BEACH, CA Prepared by Prepared for: Hoag, Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 Attn.: Mr. Gregg Zoll July 20, 2009 Project No. 3794 GEOSCIENCE ANALYTICAL, INC. Geochemical, Environmental & Litigation Consultants PSAI Established March 1981 • GeoScience Analytical, Inc. "established March 1981" 608 HAILEY COURT SIMI VALLEY, CA 93065 (805) 526-6532 FAX 526-3570 EMAIL GEOSCI I O@AOL.COM July 20, 2009 Mr. Greg Zoll Project Manager Facilities Design & Construction Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 RE: Lower Campus Slope & PCH Screen Landscape - Mitigation Measure #52 Dear Mr. Zoll: Hoag Hospital Master Plan Project Mitigation Measure #52 states: "A soil gas sampling and monitoring program shall include methane and hydrogen sulfide gas. Samples shall be taken just below the surface, at depth intervals within the removal zone, and at a depth below the depth of actual disturbance. (Individual(s) performing this study may be at risk of exposure to significant — and possibly lethal — doses of hydrogen sulfide, and shall be appropriately protected as required.) " A report entitled "Lower Campus Slope & PCH Screen Landscape Hoag Memorial Hospital Presbyterian Mitigation Measure #52" has been completed and attached hereto. This report fulfills requirements imposed by Mitigation Measure #52. Sincerely yours, ouis"J. Pandolfi President Environmental Audits Hazardous Gas Mitigation Litigation Consulting Petroleum Geochemistry • • CONTENTS 1. Contractor's Disclaimer . 3 2. Executive Summary 2.A. Site History 6 2.B. Soil Gas Concentrations in Relation to Proposed Structures 7 3. Summary . 4. Findings . 5. Analytical Protocol 5.A. Laboratory Analyses 5.A.1. Cl-C7 Hydrocarbons . 5.A.2. CO2, 02 & N2 Fixed Gases . 5.B. Field Analyses . 5.B.1. Methane 8 9 . 10 . 11 • • • 2 5.B.2. Hydrogen Sulfide 6. Results and Discussion 7. Mitigation . 8. Tables and Figures 8.A. Figure 1: Site Plan/Soil Boring Locations . 12 . 13 . 15 8.B. Table 1: C1-C7 Hydrocarbons in Soil Boring Gas . 16 8.C. Table 2: CO2, 02, N2 & H2S in Soil Boring Gas . 17 9. Appendices. . 18 9.A. Appendix I: Text of Mitigation Measure No. 52 • • CONTRACTOR'S DISCLAIMER PROFESSIONAL SERVICES HAVE BEEN PERFORMED BY GEOSCIENCE ANALYTICAL, INC. USING THAT DEGREE OF CARE AND SKILL ORDINARILY EXERCISED, UNDER SIMILAR CIRCUMSTANCES, BY REPUTABLE GEOCHEMISTS PRACTICING IN SOUTHERN CALIFORNIA. NO OTHER WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO THE INFORMATION AND ADVICE INCLUDED IN THIS REPORT. WE HAVE NOT INSPECTED OR PASSED JUDGMENT UPON THE WORK OF ANY OIL COMPANY, THEIR CONTRACTORS OR THEIR SUBCONTRACTORS, IN CAPPING OIL OR GAS WELLS LOCATED ON THE SUBJECT PROPERTIES WHICH ARE IDENTIFIED IN THIS REPORT. WE HAVE NOT REVIEWED ANY PUBLIC OR PRIVATE RECORDS, IN SEARCH OF THE EXISTENCE OR LOCATION OF OTHER OIL OR GAS WELLS, HIDDEN, VISIBLE, OLD OR INADEQUATELY CAPPED, WHICH MIGHT BE LOCATED ON OR NEAR THE SUBJECT PROPERTY, WHETHER SUCH WELLS MIGHT BE KNOWN OR UNKNOWN TO THE CALIFORNIA DIVISION OF OIL, GAS AND GEOTHERMAL RESOURCES. WITHOUT IN ANY WAY LIMITING OR QUALIFYING THE FOREGOING, BY REQUESTING OR RELYING UPON THIS REPORT, YOU WILL BE DEEMED TO ACKNOWLEDGE: (1) WE ARE NOT TO BE HELD LIABLE BY YOU, OR ANY PARTY CLAIMING THROUGH YOU, OR ANY PERSON INJURED UPON THE PROPERTY, FOR ANY LOSS, COST, LIABILITY, EXPENSE, ATTORNEYS FEES AND COSTS, OR CONSEQUENTIAL DAMAGES OCCURRING AS A RESULT OF ERRORS OR OMISSIONS ON THE PART OF THE STATE OF CALIFORNIA, THE CITY OF NEWPORT BEACH, THE REDEVELOPMENT AGENCY OF THE CITY OF NEWPORT BEACH, OR ANY OIL COMPANY, OR THEIR CONTRACTORS OR • • • 4 SUBCONTRACTORS IN CAPPING THE OIL OR GAS WELL(S) IDENTIFIED IN THIS REPORT, OR: (2) AS A RESULT OF BREAKAGE OF OR SEEPAGE FROM UNDER THOSE OIL OR GAS WELL CAPS, OR AS A RESULT OF THE MIGRATION AND SUBSEQUENT EXPLOSION OF BIOGENIC GAS, AS A RESULT OF EARTH -SHAKING ASSOCIATED WITH EARTHQUAKES, EXPLOSIONS, EXCAVATION, DEMOLITION, SEISMIC VELOCITY TESTING, SOIL TESTING, WELL DRILLING OR THE LIKE; AND (3) WE HAVE DISCLOSED TO YOU THAT, IN OUR OPINION AS PROFESSIONAL GEOCHEMISTS, IT IS UNWISE TO BUILD STRUCTURES OR PAVED SURFACES OVER ABANDONED OIL OR GAS WELLS, OR WITHIN A HIGH POTENTIAL METHANE ZONE, GIVEN THE RISKS DESCRIBED IN (2) ABOVE, WITHOUT SATISFACTORY MITIGATION AS DESIGNED BY GSA AND SUBMITTED TO THE CITY. FURTHERMORE, THE INFORMATION CONTAINED HEREIN IS SUBMITTED FOR THE SOLE AND EXCLUSIVE USE OF HOAG MEMORIAL HOSPITAL PRESBYTERIAN AND THE CITY OF NEWPORT BEACH AND SHALL NOT BE DISCLOSED OR FURNISHED TO ANY OTHER ENTITY, CORPORATION, OR THIRD PARTY, FOR PURPOSES OUTSIDE THE SPECIFIC SCOPE AND INTENT OF THIS CONTRACT, WITHOUT THE EXPRESS WRITTEN CONSENT OF GEOSCIENCE ANALYTICAL, INC. ANY UNAUTHORIZED DISSEMINATION OR REUSE OF THIS DOCUMENT WILL BE AT THE USER'S SOLE RISK AND WITH THE CONDITION THAT GEOSCIENCE ANALYTICAL, INC. BE HELD HARMLESS FROM ANY AND ALL CLAIMS FOR LOSSES OR DAMAGES AND EXPENSES ARISING OUT OF OR RESULTING FROM SUCH UNAUTHORIZED DISCLOSURE OR REUSE. ONLY LIMITED SAMPLING AND CHEMICAL ANAYSES WERE INCLUDED IN THIS ASSESSMENT. IN THE EVENT ANY CONDITIONS DIFFERING FROM, OR ADDITIONAL TO, THOSE DESCRIBED IN THIS • • • 5 ASSESSMENT ARE ENCOUNTERED AT A LATER TIME, GEOSCIENCE ANALYTICAL, INC. RESERVES THE RIGHT TO REVIEW SUCH CONDITIONS AND TO MODIFY, AS APPROPRIATE, THE ASSESSMENTS AND ANY CONCLUSIONS PROVIDED IN THIS REPORT. • • 6 EXECUTIVE SUMMARY At the request of Hoag Memorial Hospital Presbyterian ("Client"), GeoScience Analytical, Inc. has conducted a soil gas evaluation as required by Mitigation Measure 52 (see Appendix I) of the Hoag Lower Campus Slope & PCH Screen Landscape Project on property proposed for Site Development of Screen Landscape located immediately north of the intersection of Hoag Drive and West Coast Highway and on the south of a cut slope which is immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 1). SITE HISTORY The Lower Campus property has been known to contain methane and hydrogen sulfide in the near surface soils for several decades. Groundwater seepage on a part of the site north of the intersection of Hoag Drive and West Coast Highway also occurs. The source of the water is thought to be groundwater seepage along the contact between the terrace materials which overlie the Monterey Formation bedrock. The Monterey Formation is most likely the source of the methane and hydrogen sulfide gases which are being produced from various sand horizons. Hydrogen sulfide is acidic and in the presence of oxygen may be converted to sulfuric acid. In 1976, three gas extraction wells were installed along West Coast Highway on the Lower Campus. The gas from these wells currently is extracted with a suction pump system and flows through a series of pipes into a burner. In 1989, two of the extraction wells were relocated to allow for the widening of West Coast Highway. The existing gas extraction system serves as partial mitigation to a potentially hazardous situation for the subject property and, to a much larger extent, the surrounding public and private properties offsite. In the absence of the gas extraction system, 7 potentially hazardous and noxious concentrations of hydrogen sulfide and methane would vent naturally into the atmosphere and structures. The chemically reactive hydrogen sulfide could additionally create elevated concentrations of corrosive chemical agents which may negatively impact site development. SOIL GAS CONCENTRATIONS IN RELATION TO PROPOSED STRUCTURES Characterization of the site with respect to soil gases has identified slightly elevated concentrations of methane (213.0 ppm v/v) within the project area proposed for landscape screening on the site. Hydrogen sulfide was not encountered above detection limits of 1.0 ppm (v/v). • • • SUMMARY At the request of Hoag Memorial Hospital Presbyterian, GeoScience Analytical, Inc. has conducted a Phase II Environmental Audit on property proposed for Slope & PCH Screen Landscape. This study has been undertaken to satisfy mitigation measure 52 (see Appendix I) contained in Mitigation Measures for the Slope & PCH Screen Landscape Project which requires soil gas testing within the project boundaries (see Appendix I). Eight (8) soil borings were advanced to depths as deep as seven (7') feet below existing grade in the undeveloped portion of the Lower Campus, located immediately north of the intersection of Hoag Drive and West Coast Highway and on the south of a cut slope which is immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 2). Soil gas samples were collected with the soil borings from depths ranging from 4.0' to 7.0' (bg). Hoag Memorial Hospital Presbyterian, as Client, placed no constraints on the Contractor, nor did it suggest any interpretation of the data which were generated prior to completion of this report. Soil gas concentrations of methane in open boreholes ranged from a high of 213.0 ppm (v/v) at a depth of 4.0' to background levels (4.0 ppm v/v)). • • • 9 FINDINGS GeoScience Analytical, Inc. has conducted a Phase II evaluation of a portion of the Lower Campus of Hoag Memorial Hospital Presbyterian. The proposed use of the site is for Screen Landscape. The property evaluated is located immediately north of the intersection of Hoag Drive and West Coast Highway and on the south of a cut slope which is immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 1). Eight (8) borings were advanced to depths as great as seven (7') feet below existing grade and soil gas samples were taken for characterization of the soil gases within the project boundaries. The concentrations of methane gas in the open soil borings were as high as 213.0 ppm (v/v) or approximately 0.4% of the Lower Explosive Limit of 50,000 ppm v/v (L.E.L). Hydrogen sulfide was present at concentrations less than 1.0 ppm in all cases. • • • 10 ANALYTICAL PROTOCOL Laboratory Analyses C l -C7 Hydrocarbons A 1.0cc aliquot of gas was analyzed by FID gas chromatography for methane, ethane, ethylene, propane, propylene, iso-butane, n-butane, cyclopentane, iso-pentane, n- pentane, cyclohexane, iso-hexane, n-hexane, iso-heptane and n-heptane. Results are reported as parts -per -million (v/v) in the gas phase. CO2, N,, and 0, in Gases A 0.5cc aliquot of gas was analyzed by thermal conductivity gas chromatography. Concentrations are reported as parts -per -million (v/v) in the gas phase. • • • 11 FIELD ANALYSES Methane (CH4� A hand-held Scott Instruments "Scout Sniffer" was used to monitor for the presence of combustible gases (methane) at each soil boring. Sensitivity ranges from 0 to 100% LEL. The meter was calibrated daily. Hydrogen Sulfide (H7 A hand-held Scott Instruments "Scout Sniffer" was used to monitor for the presence of H2S at each boring. Sensitivity -ranges from 0 to 100 ppm (v/v) of H2S with a minimum detectable concentration of 1.0 ppm (v/v). The meter was calibrated daily. • • • 12 RESULTS AND DISCUSSION The investigation has been limited to that portion of the Lower Campus proposed for construction of Screen Landscape. Under the current investigation, eight (8) soil borings have been advanced to depths of seven (7') feet below grade. Borehole locations were chosen to be within the Project Boundaries. Gas samples were collected at selected intervals and analyzed for their C 1-C7 hydrocarbon content (Table 1) as well as carbon dioxide, oxygen and nitrogen (Table 2). A hand held Scott Instruments "Scout sniffer" was used to monitor hydrogen sulfide concentrations at each gas sampling interval (Table 2). The concentrations of methane in the open boreholes ranged from background (4.0 ppm (v/v)) to a high of 213.0 ppm (v/v), with all samples taken after a five (5') minute equilibration of the borehole with the surrounding soil. The maximum methane concentration of 213.0 ppm (v/v) was seen in SB-8 at a depth of 4.0' below grade. The concentration of carbon dioxide ranged from 500 ppm (v/v) to 19,660.0 ppm (Table 2). N2/02 ratios ranged from 3.7 — 4.1. Hydrogen sulfide as present at concentrations <1.0 ppm (v/v) in all cases. Methane and hydrogen sulfide concentrations are low in all cases at the locations sampled. No potentially hazardous condition is created by methane present in the soil gas within the Project Boundaries for the intended Screen Landscape Project. • • • 13 MITIGATION Slightly elevated concentrations of methane exist in the soil at one location within the Project Boundaries (see Figure 1). No mitigation is required to prevent the methane from accumulating within the Screen Landscape Project. In the event any occupied structures or subgrade vaults are made a part of the Project, mitigation measures should be made a part of the project conditions. These measures shall include, at a minimum, passive venting and a gas impermeable membrane under all slabs and combustible gas sensors within all structures. The gases are currently present in concentrations which are not hazardous. Nevertheless, excavation on the site may result in conflagration and potential loss of life. Therefore, the following precautions shall be observed when excavation is deeper than 3.0' (bg). 1) During excavation and drilling activities, the monitoring of methane and hydrogen sulfide in the work areas is absolutely mandatory. If sustained combustible gas concentrations exceed 15% L.E.L. methane in the breathing zone, and, if oxygen is less than 19.5%, respirators (half -face) must be worn if work is to continue. If oxygen is less than 19.5%, activities must be halted and personnel withdrawn. If sustained readings exceed 25% L.E.L. methane, the area must be evacuated until vapor levels dissipate. 2) Hydrogen sulfide concentration will be monitored in the work zone. In the event hydrogen sulfide readings exceed 10.0 ppm in the breathing zone, within the work area, all personnel are to evacuate the work area or wear respirators. • • • 14 3) During all phases of excavation and drilling, a registered environmental assessor should be present. In the event native sand is encountered other than thin stringers, excavation should be immediately halted until the sand is evaluated for gas composition. These mitigation measures apply to excavation and drilling operations. Other measures will be part of reports that deal specifically with construction operations. Additionally, Hoag Master Plan Project E.I.R. calls for mitigation measures related to buildings, excavation and methane. • FIGUI! 1 • LEGEND ( )Soil Boring Location l 1 `�. Li. GEOSCIENCE ANALYTICAL, INC. 608 Hailey Court Simi Valley, CA 93065 TEL. (805) 526-6532 FAX: 526-3570 SHEET TITLE: SITE PLAN JOB NO. 3794 PROJECT: LOWER CAMPUS SLOPE & PCH LANDSCAPE SCREENING HOAG MEMORIAL HOSPITAL PRESBYTERIAN ONE HOAG DRIVE NEWPORT BEACH, CA 92658 DWN. BY: LJ P CHKD BY: DATE: FER 07/17/09 NOG hoag.Iower.campus.07179 • • • TABLE 1: C1-C7 HYDROCARBONS IN SOIL BORING GAS (PPM VN) Soil Boring No. and Depth Hydrocarbon SB-1 SB-2 SB-3 SB-4 S.B-5 SB-6 SB-7 SB-8 7.0' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' Methane 7.1 5.2 4.6 4.4 6.0 3.8 4.0 213.0 Ethane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1- <0.1 Ethylene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Propane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Propylene <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Iso-butane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 N-butane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Cyclopentane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1. <0.1 Iso-pentane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 N-pentane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Cyclohexane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Iso-hexane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 • N-hexane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Iso-heptane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 N-heptane <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 HOAG.LOWER.CAMPUS.IANDSCAPE.MM#52.07209A • • TABLE 2: CO2, 02, N2 & H2S IN SOIL BORING GAS (PPM VN) Analyte Soil Boring No. and Depth SB-1 SB-2 5.0' 10.0' 20.0' 5.0' 10.0' 20.0' Carbon Dioxide 12,498.0 24,213.0 12,933.0 15,300.0 30,385.0 20,235.0 Oxygen 207,180.0 189,220.0 203,090.0 195,670.0 176,040.0 187,480.0 Nitrogen 777,150.0 789,960.0 778,830.0 785,520.0 791,350.0 790,010.0 N2:02 3.8 4.2 3.8 4.0 4.5 4.2 Hydrogen Sulfide <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 HOAG.ECU&IMAGING,RENOVATION,MM#52.07177B • • • APPENDIX I TEXT OF MITIGATION MEASURE 52 • • MITIGATION MEASURE NO. 52 "A soil gas sampling and monitoring program should be considered for the areas to be graded and/or excavated. Systematic sampling and analysis should include methane and hydrogen sulfide gas. Samples should be taken just below the surface, at depth intervals within the removal zone, and at a depth below the depth of actual disturbance. (The individual(s) performing this initial study may be at risk of exposure to significant — and possibly lethal — doses of hydrogen sulfide, and should be appropriately protected as required. " 1 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program • Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 53 A site safety plan shall be developed that addresses the risks associated with exposures to methane and hydrogen sulfide. Each individual taking part in the sampling and monitoring program shall receive training on the potential hazards and on proper personal protective equipment. This training shall be at least at the level required by CFR 2910.120. Standard for Compliance: Approval of site safety plan. Method of Verification: Timing of Verification: Responsible Party(ies): Verification Date: City of Newport Beach Verification Approved on: 8'f i 11 Approved by: Signature: v Plan check; provision of approved site safety plan., Prior to the issuance of a grading permit. Applicant; Planning Director or designated representative. C:lUserslpen1DocumentslHoag LC Landscape MMP.doc 50 9, HEALTH & SAFETY PLAN MITIGATION MEASURE #53 HOAG MEMORIAL HOSPITAL PRESBYTERIAN LOWER CAMPUS SLOPE & PCH SCREEN LANDSCAPE NEWPORT BEACH, CA • Lo J. and P esident Prepared by • Prepared for: Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 Attn.: Mr. Gregg Zoll July 20, 2009 Project No. 3794 GEOSCIENCE ANALYTICAL, INC. Geochemical, Environmental & Litigation Consultants Established March 1981 GSA c — • • ki TABLE OF CONTENTS 1. General Information . • 5 1.A. Administrative Information 1.B. Safety Equipment Requirements . 2. Introduction . 7 3. Site Information . . . . 10 3.A. Site History • . . 3.B. Chemicals of Concern • • 4. Project Personnel and Responsibilities 11 5. Job Site Hazard Assessment . . 13 S.A. Work Zones General Hazards . . 5.B. Chemical Hazards . . . . . 14 S.C. Inhalation Hazard . . . . . 5..D. Dermal Exposure Hazard . . . S.E. Heat Stress . . . . . . . 15 S.F. Noise . . . . . . . S.G. Electricity . . . . . 5.H. Biological Hazard . . . . . 16 6. Heavy Equipment Hazard: Safety Guidelines For Drilling and Excavation . 17 6.A. Off -Road Movement of Drill Rigs and Backhoes 6.B. Overhead and Buried Utilities 18 6.C. Clearing the Work Area 19 P 6 g - 3 - TABLE OF CONTENTS (cont.) 6.D. Housekeeping On and Around the Drill Rig or Backhoe 6.E. Safe Use of Hand Tools ▪ 20 6.F. Safe Use of Wire Line Hoists, Wire Rope and Hoisting Hardware . 6.G. Safe Use of Augers . . . . 22 6.H. Start-up . . . . . . 23 6.I. Safety During Drilling and Backhoe Operations . . . . . 24 7. General Health and Safety Requirements . . . . 26 7.A. Physical Examinations and Site Training . 7.B. Site Safety Meeting . . . . 7.C. The Site Safety Officer . . . . 27 7.D. Safety Reports . . . . 7.E. Visitor Clearances . . . . . 8. Site Specific Health and Safety Requirements . . 28 8.A. Drilling and Digging Operations . 8.B. Air Quality and Personnel Exposure Monitoring . . . . B.C. Heat Stress 8.D. Noise . • • 29 . . 8.E. Personnel and Equipment Decontamination 8.F. Traffic 8.G. Hygiene • 30 -.4 - TABLE OF CONTENTS (cont.) • 9. Emergency Response Procedures 31 9.A. Directions to the Nearest Hospital 10. Appendices . . 32 10.A. Figure 1: Site Plan . . 33 10.B. Appendix I: Bacharach Model 505 "Sniffer" Manual • . 35 10.C. Appendix II: Material Safety Data Sheets . . . . • 63 • • - 5 - • • • GENERAL INFORMATION Administrative Information Site Name: Hoag Memorial Hospital Presbyterian Site Location: 301 Newport Blvd. Newport Beach, CA Project Manager: Hoag Hospital or designee Project Health and Safety Officer: Hoag Hospital or designee Site Manager: Hoag Hospital or designee Site Health and Safety. Officer: Hoag Hospital or designee Effective Date: 3 June 1993 Safety Equipment Requirements Hard Hat Steel -Toed Rubber Boots Gloves/Neoprene/Butyl First Aid Kit Fire Extinguisher Eye Protection Hearing Protection (disposable ear plugs) Uncoated Tyvek Coveralls Saranex Coveralls Respirator (half -face with high -efficiency combination organic vapor cartridges) Self-contained Breathing Apparatus (SCBA) Explosimeter (combustible gas) Detector(s) 6 • • • H2S (hydrogen sulfide) Gas detector(s) - 7 - • • INTRODUCTION The City of Newport Beach has accepted the Health and Safety Plan devised by GeoScience Analytical, Inc. (April 4, 1992, Appendix III) for worker safety during drilling, excavation and sampling operations carried out for a methane/hydrogen sulfide gas flaring program on West Coast Highway. The property, known as the Lower Campus, is owned by Hoag Memorial Hospital Presbyterian and is currently the site of the Cancer Center and Child Care Center. The Health and Safety Plan is now being augmented to establish requirements and guidelines for worker health and safety during drilling, excavation and sampling operations associated with the installation of a hydrogen sulfide treatment system on the Lower Campus west of the Cancer and Child Care Centers as called for in the Hoag Hospital Master Plan Project. The City of Newport Beach imposed certain requirements in Mitigation Measures (MM's) for construction phases of the Hoag Master Plan Project. In part, these MM's are for the prevention of injury, the avoidance of unknown hazards, the monitoring of possible exposures, and the correct response to serious exposure or accident that may be caused by subsurface combustible or poisonous gases. Construction., maintenance and supervisory personnel may encounter these gases in conjunction with excavation activities associated with installation of the hydrogen sulfide treatment system. The safety rules given in this plan cannot cover every eventuality. It is expected, therefore, that all workers involved will exercise good judgment in all safety matters even though not specifically mentioned. Specific Mitigation Measures required by the City of Newport Beach addressing health and safety issues have been made a part of the Health and Safety Plan and are highlighted as follows: MM #52-- "A soil gas sampling and monitoring program shall be conducted for the areas to be graded and/or excavated. Systematic sampling and analysis shall include methane and hydrogen sulfide gas. Samples shall be taken just below the surface, at depth intervals within the removal zone, and at a depth below the depth of actual disturbance. The individual(s)• performing this initial study may be at risk of exposure to significant- and possibly lethal- doses of hydrogen sulfide, and shall be appropriately protected as required. Response to MM #52-- Soil gas sampling./monitoring/field analysis for H2S and methane will be conducted for any excavation related to the containment structure, - 8 - trenching of new gas gathering/distribution lines, the sulfur treatment system pad, andthe flare re -positioning. Samples will be field evaluated upon the first breaking of ground, at a depth of 1', at the maximum structure depth, and approximately 1' below maximum structure/disturbance depth. Gas monitors will be utilized for the detection of methane and H2S gases. The actual equipment to be utilized is described later in this document. Personnel will have access to SCBA breathing devices on site during excavation activities. MM #53-- "A site safety plan shall be developed that addresses the risks associated with exposures to methane and hydrogen sulfide. Each individual taking part in the sampling and monitoring program shall receive training on the potential hazards and on proper personal protective equipment. This training shall be at least at the level required by CFR 2910.120." Response to MM #53-- All aspects of a Site Safety Plan for H2S and CH4 (methane) are addressed herein. Safety procedures during use of heavy equipment are also covered. MM #55-- "Continuous monitoring for methane and hydrogen sulfide shall be conducted during the disturbance of the soils and during any construction activities that may result in an increase of seepage of the gases. The project sponsor shall maintain a continuous monitor in the immediate vicinity of the excavation, and a personal monitor, with an alarm, shall be worn by each worker with a potential for exposure." Response to MM #55-- Continuous monitoring for exposure to H2S and methane gases will be conducted at all times that soil is disturbed to a depth in excess of 1 foot below grade. This monitoring will take place in the form of portable H2S/methane gas detector(s) with audible and visual alarms and will be performed by an operator in the presence of at least one (1) additional person: i.e., there will always be at least two (2) people present during soil excavation. When performing operations in areas where H2S and methane vapors may accumulate, such as the manifold vault for example, the safety procedures employed for soil disturbance will be followed. MM #74-- "During construction, Project Sponsor shall ensure that an explosimeter is used to monitor methane levels and percentage range. Additionally, construction contractors shall be required to have a Health and (A - 9 - • • • Safety Plan that includes procedures for worker/site safety for methane. If dangerous levels of methane are discovered, construction in the vicinity shall stop, the City of Newport Beach Fire Department shall be notified and appropriate procedures followed in order to contain the methane to acceptable and safe levels." Response to MM #74-- The general requirements of this MM are satisified by the response to MM #55, listed above. In the case of dangerous levels of methane, the Fire Department will be notified and appropriate measures taken to contain the level of methane gas. • • SITE INFORMATION The site is located in Newport Beach, California, as shown in Figure 1. The site covers approximately 10 acres and is comprised of two (2) buildings and vacant land. Bite History The site geochemistry has been studied by GeoScience Analytical, Inc. and most recently presented in an Environmental Impact Report prepared by LSA Associates Inc. Chemicals of Concern Assessment of the chemicals potentially on site has found them to be light hydrocarbons, carbon dioxide, H2S, SO2 and primarily related to a flare, vent wells (5, 6 and 7A) and a leaking shallow subsurface sand. Methane and heavier hydrocarbons are known to exist in the surficial soils of the site with methane concentrations exceeding the Lower Explosive Limits (5.0%). Non -methane hydrocarbons are, however, in low concentration. Hydrogen sulfide concentration has been found to be approximately. 4,000 ppm in flare feedstock gas. Soils tests have not identified the presence of harmful levels of toxic heavy metals (CAM metals), corrosivity, or elevated concentrations of petroleum related or derived non-gaseous hydrocarbons (GSA report entitled "Phase II Environmental Audit - Lower Campus, Hoag Hospital Presbyterian" dated June 3, 1993) ti • • PROJECT PERSONNEL & RESPONSIBILITIES Project Manager: Hoag Hospital or designee Health & Safety Officer: Hoag Hospital or designee Site Health & Safety Officer: Hoag Hospital or designee The Project Manager or Site Health and Safety Officer under the supervision of the Health and Safety Officer will have the responsibility for the safe conduct of the other GSA personnel on site and for consultation with the Health and Safety Officer when additional support is needed. Other contractors or personnel on site will fulfill their responsiblities for safety through their respective Health and Safety Officers. The Site and Health Safety Officer/Project Manager will perform the following tasks: Locate an easily seen wind direction indicator; Ensure protective equipment use is adequate for site activities; Properly maintain on -site safety equipment; See that proper decontamination procedures are followed; See that workers properly observe work zones; Inspect the construction site on a weekly basis, and monitor air quality on a timely basis. The Project Manager/Site Health and Safety Officer can halt work if unsafe environmental conditions occur or if individuals are acting in an unsafe manner. All personnel will be proclaimed to be of good health prior to commencement of work at the site. Subcontractor personnel on sitemust work with the Health and Safety Plan as follows: Ensure that work crews comply with the Health and Safety Plan; Work safely and report unsafe conditions to an immediate supervisor or proper representative; ill - 12 - • • • Be particularly watchful for heat stress or site contamination. - 13 - JOB SITE HAZARD ASSESSMENT Work Zones General Hazards At the location of the western Lower Campus, work zones will be established that will consist of restricted areas at a distance of twenty five (25') feet from all excavation, construction or repair activities. Within these zones good industrial hygiene and safety practices will prevail: There will be no eating, drinking, gum or tobacco chewing or smoking or other activities allowed that increase the chance of ingestion by hand-to-mouth motions; Hands and faces will be washed with soapy water when leaving the work zone; No alcoholic beverages will be consumed at the job site or within work zones. Medicines will not be used unless specifically approved by a qualified physician. At least two (2) persons should be present during activities within work zones. Within the work zones, personnel should wear or use: Impact resistant safety glasses for eye protection; Hard hats for head protection during construction/excavation; Neoprene rubber gloves for hand protection during sampling and materials handling; Steel -toed boots or Neoprene rubber boots with steel toes and shanks for foot protection; Disposable ear plugs when around operating heavy equipment for ear protection. Personal protection equipment at Level D is sufficient based on the hazards known to be present at the site. - 14 - • • • Chemical Hazards On site chemical hazards consist of hydrogen sulfide and methane in soils and SO2 in the flare gases. Carbon monoxide will be present in equipment exhaust. Soils testing has not identified significant quantities of other toxic or hazardous materials. Material Safety Data sheets are attached for methane, hydrogen sulfide and sulfur dioxide (Appendix II). Inhalation Hazard Inhalation hazards may consist of dust, methane, hydrogen sulfide, SO2 or CO from equipment exhausts. The Site Health and Safety Officer will ensure that monitoring of the breathing zone be conducted during the excavation and drilling operations. If the measurements exceed 20% LEL (methane) in the breathing zone, all personnel will be required to wear respirators such as Mine Safety Appliance (MSA) half -face mask, air purifying, fitted with combination organic vapor/dust mist and fume cartridges. If the measurements exceed 25% LEL in the breathing zone, work will be stopped and the site will be evacuated. If hydrogen sulfide concentration is found to exceed -20ppm (v/v) in the breathing space within the work zone, work will be stopped and the site will be evacuated until the concentration is reduced. If hydrogen sulfide odor becomes noxious to nearby people who are within their homes, the Child Care Center or Cancer Center, the people will be advised to leave the area and the Newport Beach Fire Department will be notified. In the event hydrogen sulfide concentration exceeds 100ppm (v/v) in the breathing zone of the work area, the Fire Department will be notified and the area evacuated. All trenches will be immediately filled with suitable material and capped with bentonite hole plug. A Bacharach Model 505 "Sniffer" will be used for breathing zone monitoring (Appendix I for specifications). Background readings will be taken away from possible sources of chemical releases or engine exhausts. Dermal Exposure Hazard Protective neoprene gloves shall be worn during the handling of the soil or soil contaminated tools in the event soil contamination is encountered. No dermal hazards are expected on -site. Protective goggles must be worn if contaminated soils are identified by visual observations. -- 15 - • • Saranex coveralls must be worn when drilling in wet conditions. If unexpected liquids are encountered, drilling must be halted while personnel change into Saranex coveralls. Further splash protection will be augmented by taping the cuff of the pant legs to the boot and likewise the sleeve to the wrist. Uncoated Tyvek will be used only during dry conditions. Should contaminated soils be encountered, samples will be collected using LUFT protocol and transported with chain -of -custody maintained to a State Certified Laboratory for analyses. Heat Stress Due to the coastal conditions in which drilling activities will take place, heat stress should not be a concern. Water will be made available so workers can conveniently consume fluids. Heat stress can result when protective clothing decreases natural body ventilation. If temperatures on -site exceed 85 degrees F while protective coveralls are being worn, then heat stress monitoring may be required. Personnel will be observed for dizziness, profuse sweating, skin color change, vision problems and increased heart rate. Anyone exhibiting these symptoms will be relieved of field work and given the opportunity to drink cool water or electrolyte fluids (1 - 2 qts.) while resting in a cool area until symptoms have disappeared. If symptoms persist or worsen, the individual will be taken to the emergency room at Hoag Hospital (Emergency Response Procedures). Noise Hearing protection (disposable earplugs) should be worn by personnel within the 25' exclusion zone when the drill rig or backhoe or heavy equipment is operating. The threshhold limit value for noise exposure is 85 dBA for an eight (8) hour exposure and 90 dBA for a four (4) hour exposure. Electricity Electrical risk is associated with overhead power lines, buried power lines and some types of equipment. Underground lines will be located using Dig Alert. Measures will be implemented to reduce or eliminate electrical risk associated • • • with these hazards (see also Safety Guidelines for Drilling and Excavation (Backhoe)).• Biological Hazards Biological hazards including poisonous animals and plants, viruses, and bacteria are minimal. - 17 - • • • HEAVY EQUIPMENT HAZARDS: SAFETY GUIDELINES FOR DRILLING AND EXCAVATION Drill rig and backhoe maintenance and safety is the responsibility of the drill rig and backhoe operators, respectively. The following information is provided as general guidelines for safe practices onsite. Off -Road Movement of Drill Rigs and Backhoes The following safety guidelines relate to off -road movement: Before moving a drill rig and backhoe, first walk the route of travel, inspecting for depressions, slumps, galleys, ruts and similar obstacles. "None of these are expected on the subject site." Always check the brakes of a drill rig or backhoe carrier before traveling, particularly on rough, uneven or hilly ground. Discharge all passengers beforemoving a drill rig and backhoe on rough or hilly terrain. Engage the front axle when traveling off highway on hilly terrain. Use caution when traveling side -hill. Conservatively evaluate side -hill capability of Drill Rigs and Backhoes, because the arbitrary addition of drilling tools may raise the center of mass. When possible, travel directly uphill or downhill. Attempt to cross obstacles such as small logs and small erosion channels or ditches squarely, not at an angle. Use the assistance of someone on the ground as a guide when lateral or overhead clearance is close. After the drilling rig has been moved to a new drilling site, set all brakes and/or locks. When grades are steep, block the wheels. Never travel off -road with the mast (derrick) of the drill rig in the raised or partially raised position. - 18 - • • Tie down loads on the drill rig and backhoe and support trucks during transport. Overhead and Buried Utilities The use of a drill rig or backhoe near electrical power lines and other utilities requires that special precautions be taken by both supervisors and members of the exploration crew. Electricity can shock, it can burn and it can cause death. Overhead and buried utilities should be located, noted and emphasized on all boring location plans and boring assignment sheets. When overhead electrical power lines exist at or near a drilling site or project, consider all wires to be live and dangerous. Watch for sagging power lines before entering a site. Do not lift power lines to gain entrance. Call the utility and ask them to lift or raise the lines and deenergize. Before raising the drill rig mast on a site in the vicinity of power lines, walk completely around the drill rig. Determine what the minimum distance from any point on the drill rig to the nearest power line will be when the mast is raised and/or being raised. Do not raise the mast or operate the drill rig if this distance is less than 20 ft. Keep in mind that both hoist lines and overhead power lines can be moved toward each other by the wind. If there are any questions whatsoever concerning the safety of drilling on sites in the vicinity of overhead power lines, call the power company. The power company will provide expert advice at the drilling site as a public service and at no cost. Underground electricity is as dangerous as overhead electricity. Be aware and always suspect the existence of underground utilities such as electrical power, gas, petroleum, telephone, sewer and water. Always contact the owners of utility lines or the nearest undergound utility location service before drilling. The utility personnel should determine the location of underground lines, mark and flag the locations, and determine jointly with utility personnel what specific precautions must be taken to assure safety. If a sign warning of underground utilities is located on - 19 - • • a site boundary, do not assume that underground utilities are located on or near the boundary or property line under the sign. Call the utility and check it out. The underground utilities may be a considerable distance away from the warning sign. Clearing the Work Area Prior to drilling or digging, adequate site cleaning and leveling should be performed to accommodate the drill rig backhoe and supplies and provide a safe working area. Drilling should not be commenced when tree limbs, unstable ground or site obstructions cause unsafe tool handling conditions. Note: In coordination with the Drilling Crew, the Site Health and Safety Officer will review the precautions taken to insure that the drill rig or backhoe is leveled and stabilized. Housekeeping On and Around the Drill Rici or Backhoe The first requirement for safe field operations is that the Site Safety Officer understands and fulfills the responsibility for maintenance and "housekeeping" on and around the drill rig or backhoe. Suitable storage locations should be provided for all tools, materials and supplies so that they can be conveniently and safely handled without hitting or falling on a member of the drill crew or a visitor. Avoid storing or transporting tools, materials or supplies within or on the mast of the drill rig or backhoe. Pipe, drill rods, bits casing, augers and similar drilling tools should be neatly stacked on racks or sills to prevent spreading, rolling or sliding. Penetration or other driving hammers should be placed at a safe location on the ground or be secured to prevent movement when not in use. Work areas, platforms, walkways, scaffolding and other access ways should be kept free of materials, obstructions and substances such as ice, excess grease, oroil that could cause a surface to become slick or otherwise hazardous. Keep all controls, control linkages, warning and operation lights and lenses free of oil, grease and/or ice. - 20 - • • • Do not store gasoline in any portable container other than a non -sparking, red container with a flame arrester in the fill spout and having the word "gasoline" easily visible. Safe Use of Hand Tools There are almost an infinite number of hand tools that can be used on or around a drill rig or backhoe. "Use the tool for its intended purpose" is the most important rule. The following are a few specific and some general suggestions which apply to safe use of several hand tools that are often used on and around Drill Rigs and Backhoes. * When a tool becomes damaged, either repair it before using it again or get rid of it. * When using a hammer, any kind of hammer for any purpose, wear safety glasses and require all others near you to wear safety glasses. * When using a chisel, any kind of chisel, for any purpose, wear safety glasses and require all others around you to wear safety glasses. * Keep all tools cleaned and orderly stored when not in use. * Replace hook and heel jaws when they become visibly worn. * When breaking tool joints on the ground or on a drilling platform, position your hands so that your fingers will not be smashed between the wrench handle and the ground or the platform, should the wrench slip or the joint suddenly let go. Safe Use of Wire Line Hoists, Wire Rope ar,+:d Hoisting Hardware The use of wire line hoists, wire rope, and hoisting hardware should be as stipulated by the American Iron and Steel Institute's Wire Rope Users Manual. All wire ropes and fittings should be visually inspected during use and thoroughly inspected at least once a week for abrasion, broken wires, wear, reduction in rope diameter, reduction in wire diameter, fatigue, corrosion, damage from heat, improper weaving, jamming, crushing, bird caging, kinking, - 21 - • • • core protrusion and damage to lifting hardware and any other feature that would lead to failure. Wire ropes should be replaced when inspection indicates excessive damage according to the wire rope users manual. If a ball -bearing type hoisting swivel is used to hoist drill rods, swivel bearings should beinspected and lubricated daily to assure that the swivel freely rotates under load. If a rod slipping device is used to hoist drill rods, do not drill through or rotate drill rods through the slipping device, do not hoist more than 1 foot of the drill rod column above the top of the mast, do not hoist a rod column with loose tool joints and do not make up, tighten or loosen tool joints while the rod column is being supported by a slipping device. If drill rods should slip back into the borehole, do not attempt to brake the fall of the rods with your hands. Most sheaves on drill rigs are stationary with a single part line. The number of parts of line should not ever be increased without first consulting with the manufacturer of the drill rig. Wire ropes must be properly matched with each sheave. The following procedures and precautions must be understood and implemented for safe use of wire ropes and rigging hardware. Use tool handling hoists only for vertical lifting of tools. Do not use tool handling hoists to pull on objects away from the drill rig or backhoe; however, drills may be moved using the main hoist as the wire rope is spooled through proper sheaves according to the manufacturer's recommendations. When stuck tools or similar loads cannot be raised with a hoist, disconnect the hoist line and connect the stuck tools directly to the feed mechanism of the drill. Do not use hydraulic leveling jacks for added pull to the hoist line or the feed mechanism of the drill. When attempting to pull out a mired down vehicle or drill rig or backhoe carrier, only use a winch on the front or rear of the vehicle or drill rig or backhoe carrier and stay as far away as possible from the wire rope. Do not attempt to use tool hoists to pull out a mired down vehicle or drill rig or backhoe carrier. Minimize shock loading of a wire rope - apply loads smoothly and steadily. * Protect wire rope from sharp corners or edges. - 22 - • • • * Replace faulty guides and rollers. * Replace worn sheaves or worn sheave bearings. * Replace damaged safety latches on safety hooks before using. * Know the safe working load of the equipment and tackle being used. Never exceed this limit. * Clutches and brakes. of hoists should be periodically inspected and tested. * Know and do not exceed the rated capacity of hooks, rings, links, swivels, shackles and other lifting aids. * Always wear gloves when handling wire ropes. * Do not guide wire ropes on hoist drums with your hands. * Following the installation of a new wire rope, first lift a light load to allow the wire rope to adjust. * Never carry out any hoisting operations when the weather conditions are such that hazards to personnel, the public or property are created. * Never leave a load suspended in the air when the hoist is unattended. * Keep your hands away from hoists, wire rope, hoisting hooks, sheaves and pinch points as slack is being taken up and when the load is being hoisted. * Never hoist the load over the head, body or feet of any personnel. Safe Use of Augers The following general procedures should be used when advancing a boring with continuous flight or hollow -stem augers: - 23 - • • • * Prepare to start an auger boring with the drill rig level, the clutch or hydraulic rotation control disengaged, the transmission in low gear and the engine running at low RPM. * The operator and tool handler must establish a system of responsibility for the series of various activities required for auger drilling, such as connecting and disconnecting auger sections, and inserting and removing the auger fork. The operator must assure that the tool handler is well away from the auger column and that the auger fork is removed before starting rotation. * Only use the manufacturer's recommended method of securing the auger to the power coupling. Do not touch the coupling or the auger with your hands, a wrench or any other tools during rotation. * Whenever possible, use tool hoists to handle auger sections. * Never place hands or fingers under the bottom of an auger section when hoisting the auger over the top of the auger section in the ground or other hard surfaces such as the drill rig platform. * Never allow feet to get under the auger section that is being hoisted. * When rotating augers, stay clear of the rotating auger and other rotating components of the drill rig. Never reach behind or around a rotating auger for any reason whatever. * Never use your hands or feet to move cuttings away from the auger. * Augers should be cleaned only when the drill rig is in neutral and the augers are stopped from rotating. Start Up All drill rig or backhoe personnel and visitors should be instructed to "stand clear" of the drill rig or backhoe - 24 - • • immediately prior to and during starting of an engine. Make sure all gear boxes are in neutral, all hoist levers are disengaged, all hydraulic levers are in the correct nonactuating positions and the cathead rope is not on the cathead before starting a drill rig or backhoe engine. Safety During Drilling and Backhoe Operations Safety requires the attention and cooperation of every worker and site visitor. Do not drive the drill rig or backhoe from hole to hole with the mast in the raised position. Before raising the mast look up to check for overhead obstructions. Before raising the mast, all, drill rig personnel and visitors should be cleared from the areas immediately to the rear and the sides of the mast. All drill rig personnel and visitors should be informed that the mast is being raised prior to raising it. Before the mast of a drill rig is raised and drilling is commenced, the drill rig must be first leveled and stabilized with leveling jacks and/or solid cribbing. The drill rig should be releveled if it settles after initial set up. Lower the mast only when leveling jacks are down and do not raise the leveling jack pads until the mast is lowered completely. Before starting drilling operations, secure and/or lock the mast if required according to the drill manufacturer's recommendations. The operator of a drill rig or backhoe should only operate a drill rig or backhoe from the position of the controls. The operator should shut down the drill engine before leavingthe vicinity of the drill. Do not consume alcoholic. beverages or other depressants or chemical stimulants prior to starting work on a drill rig or backhoe or while on the job. Watch for slippery ground when mounting/dismounting from the platform. All unattended boreholes and trenches must be adequately covered or otherwise protected to prevent drill rig or backhoe personnel, site visitors or animals from stepping or falling into the hole. All open boreholes should be covered, protected, - 25 - or backfilled adequately and according to local or state regulations on completion of the drilling project. "Horsing around" within the vicinity of the drill rig or backhoe and tool and supply storage areas should never be allowed, even when the drill rig or backhoe is shut down. Before lifting a relatively heavy object, approach the object by bending at the knees, keeping your back vertical and unarched while obtaining a firm footing. Grasp the object firmly with both hands and stand slowly and squarely while keeping your back vertical and unarched. In other words, perform the lifting with the muscles in your legs, not with the muscles in your lower back. Prior to concrete cutting, excavation or welding operations, free soil gas combustible hydrocarbons will be vented or diluted to a concentration less than 25% LEL. The Project Manager will stop all remediation activities in the event free soil gas gas combustible hydrocarbons exceed 25% LEL. • • • • • - 26 - GENERAL HEALTH AND SAFETY REQUIREMENTS Physical Examinations and Site Training All Site Health and Safety Officers are required to have undergone a complete physical examination where the examining physician has declared them physically able to work on a hazardous waste site and to participate in all activities required of them in that position. All Site Health and Safety Officers are also required to have completed a basic hazardous waste training class wherein they are fit tested for a respirator. Site. Safety Meeting Site safety orientation/training meetings must be convened a) before the field team begins work at the site, b) when there are modifications to the site safety plan that are applicable to the field personnel, and c) when additional staff of subcontractors begin field work. Meetings will be attended by personnel involved in carrying out the project and presided over by the Site Health and Safety Officer. A list of attendees will be provided to the Site Health and Safety Officer. At a minimum, the meeting agenda must include: a. a review of the Site Safety Plan; b. distribution of Site Safety Plan modifications; c. attendee signatures, acknowledging receipt and understanding of the plan and agreement to comply. • • • The Site Safety Officer The Site Health and Safety Officer is responsible for carrying out the health and safety requirements detailed in this plan and has the authority to halt work or dismiss people from the site if they do not adhere to the plan. The Site Health and Safety Officer should maintain a list of addresses and telephone numbers of emergency assistance units (ambulance services, police, hospitals, etc.) and inform other members of the drill crew of the existence and location of this list. He will maintain a copy of the Health and Safety Plan on site. Safety Reports The Project Manager will prepare daily inspection reports. These reports shall be sent to the Site Health and Safety Officer at the end of the month of their completion. The Site Health and Safety Officer will prepare a Safety Completion Report to be submitted at the end of the project to the Project Health and Safety,Officer. These reports will include a documented list of meter readings, protection decisions, actions, etc. as required by HS-509. Visitor Clearances Maximum efforts will be made to restrict unauthorized personnel from entering within 25 feet of the work area unless they comply with the safety requirements of this plan. • • • - 28 - SITE SPECIFIC HEALTH AND SAFETY REQUIREMENTS Drilling and Digging Operations A section of this health and safety plan has outlined general safety guidelines for drilling and excavation which should be followed. Further requirements are as follows. Where necessary, level pads must be constructed to ensure that the rig is in no danger of tipping over during operation. A work area will also be defined around the drilling rig with barricades (25 foot radius) and no one will be allowed inside without appropriate protective gear. During drilling operations personnel within the work zone (25 feet) must wear steel -toed boots or steel toe, steel shank, rubber boots, Tyvek coveralls, butyl -neoprene gloves, hard hat, and safety goggles or glasses. The Site Health and Safety Officer must be present at the rig during drilling and will have monitored the work areas with a combustible gas meter. If sustained readings exceed 20% LEL methane in the breathing zone, respirators (half face) must be worn if drilling is to continue.- If readings exceed 25% LEL methane the area must be evacuated until vapor levels dissipate. If liquids are encountered, drilling must be halted while personnel change into coated Saranex coveralls. Uncoated Tyvek will be used only during dry conditions. Prior to concrete cutting, excavation or welding operations, free soil gas combustible hydrocarbons will be vented or diluted to a concentration less than 25% LEL. The Project Manager will stop all remediation activities in the event free soil gas gas combustible hydrocarbons exceed 25% LEL. Air Ouality and Personnel Exposure Monitoring The Site Health and Safety Officer (or his designee) will be required to monitor the initial work areas with a combustible gas meter. If the readings exceed 20% LEL methane in the breathing zone, half -face respirators must be worn to continue the exploration. If readings exceed 25% LEL in the breathing zone, all personnel are to evacuate the work area and notify the Health and Safety Officer. If hydrogen sulfide readings exceed 20ppm(v/v) in the breathing zone within the work area, all personnel are to evacuate the work area and notify the Health and Safety Officer. - 29 - • • Hydrogen sulfide concentration will be monitored within the work zone. In the event hydrogen sulfide concentration exceeds 100ppm in the breathing zone, the Fire Department will be notified and the area evacuated. All trenches will be immediately filled with suitable material and capped with bentonite hole plug. Heat Stress Due to the Southern California climate, heat stress may be a concern. Commercially available water and GatorAde will be made available. Heat stress can result when protective clothing decreases natural body ventilation. If temperatures on -site exceed 85 degrees F while protective coveralls are being worn, then heat stress monitoring will be required. Noise Hearing protection must be worn by the drill rig or backhoe operator and helper and all others within the work zone while the heavy equipment is in operation. Personnel and Eauipment Decontamination A decontamination station and procedure will be established by the Site Health and Safety Officer during site mobilization. This will consist of a liquid soap and warm water wash for boots, gloves, respirators, and hard hat. Tyvek will be placed in a plastic bag and then disposed of. Prior to eating or drinking, the hands and face will be washed with soap and water. The decontamination station will be outside the 25' work zones. Soil sampling equipment will be steam cleaned prior to initial use and after final field operations. Between each sampling, equipment will be cleaned with a TSP solution followed by two (2) clean water rinses. Traffic When a work site encroaches upon public streets, the possibility of an individual being injured or struck by vehicular traffic must be considered. At all times, personnel must be aware when moving from a protected area. Barricades and devices must be used to warn traffic. - 30 - • • Hygiene The Site Health and Safety officer shall ensure compliance with the Hospital's Hygiene Plan. - 31 - • • EMERGENCY RESPONSE PROCEDURES In the event of fire, explosion, injury, or accident, contact the appropriate site emergency response group from the list below: Fire Department: Hospital: Ambulance: Paramedics: Poison Control: 911 (714) 645-8600 911 911 Directions to the Nearest Hospital (714) 634-5988 The nearest hospital to the site is: Hoag Memorial Hospital 301 Newport Blvd. Newport Beach, CA Directions to the hospital from the site are as follows: Proceed from the job site out the entrance gate and east past the Child Care and Cancer Centers to the stop sign. Turn left and follow the signs to the Hoag Emergency Room. - 32 - • APPENDICES • • - 33 - • FIGURE 1 SITE PLAN • SIT* PLAN • • • - 35 - • APPENDIX I BACHARACH MODEL 505 "SNIFFER" MANUAL • �-j • INSTRUCTION 51-9915 -. SNIFFEFte 505 Part Number 51-7264 Installation/Operation/Maintenance Rev. 2 - June 1990 APPROVED WARNING! Because this instrument is used to detect and monitor materials -and conditions which are listed by OSHA or others as potentially hazardous to personnel and property, the information in this manual must be fully understood and utilized to ensure that the ir.strumentisoperating properly and is both used and maintained in the proper manner by qualified personnel. An instrument that is not properly calibrated, operated and maintained by qualified personnel is likely to provide erroneous informa- tion, which could prevent user awareness of a potentially hazardous situation for the instrument user, other personnel and property. If, after reading the information in this manual, the user has questions regarding the operation, application or maintenance of the instrument, supervisory or training assistance should be obtained before use. Factory assistance is available by calling (412) 963-2000. Bacharach, Inc. 625 Alpha Drive, Pittsburgh, PA 15238-2878 (412) 963-2000 Printed in U.S.A. ORegistered Trandmarks • • • WARRANTY Bacharach, Inc. warrants to Buyer that at the time of delivery this Product will be free from defects in material and manufacture and will conform substantially to Bacharach Inc.'s applicable specifications. Bacharach's liability and Buyer's remedy under this' warranty are limited to the repair or replacement, at Bacharach's option, of this Product or parts thereof returned to Seller at the factory of manufacture and shown to Bacharach Inc.'s reasonable satisfaction to have been defective; provided that written notice of the defect shall have been given by Buyer to Bacharach Inc. within one (1) year after the date of delivery of this Product by Bacharach, Inc. Bacharach, Inc. warrants to Buyer that it will convey good title to this Product. Bacharach's liability and Buyer's remedy under this warranty of title are limited to the removal of any title defects or, at the election of Bacharach, to the replacement of this Product or parts thereof that are defective in title. The warranty set forth in paragraph 1 does not apply to parts the Operating Instructions designate as having a limited shelf -life or as being expended in normal use. THE FOREGOING WARRANTIES ARE EXCLUSIVE AND ARE GIVEN AND ACCEPTED IN LIEU OF (I) ANY AND ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE: AND (11) ANY OBLIGATION, LIABILITY, RIGHT, CLAIM OR REMEDY IN CONTACT OR TORT, WHETHER OR NOT ARISING FROM BACHARACH'S NEGLIGENCE, ACTUAL OR IMPLIED. The remedies of the Buyer shall be limited to those provided herein to the exclusion of any and all other remedies including, without limitation incidental or consequential damages. No agree- ment varying or extending the foregoing warranties, remedies or this limitation will be binding upon Bacharach, Inc. unless in writing, signed by a duly authorized officer of Bacharach. • SNIFFER 505 TABLE OF CONTENTS Table of Contents Page 1 INTRODUCTION AND GENERAL INFORMATION 1-1 1.1 INTRODUCTION 1.2 GENERAL INFORMATION 1-1 1.3 PRODUCT SPECIFICATIONS 1-1 1.4 OPERATOR WARNINGS AND CAUTIONS 1-1 1-4 2 PREPARATION FOR USE OR STORAGE 2-1 2.1 UNPACKING 2.2 ASSEMBLY 2-1 2.3 FACILITY REQUIREMENTS 2-1 2.4 PREPARATION FOR STORAGE OR RESHIPMENT 2-2 2-2 3 OPERATING INSTRUCTIONS 3-1 3.1 SCOPE .3-1 3.2 CONTROL ANDINDICATOR�FUNCTIONS� 3-1 3.3 PRE -OPERATIONAL CHECKOUT 3.4 OPERATING INSTRUCTIONS 3-1 3.5 SENSITIVITY 3-1 3-2 4 CALIBRATION AND MAINTENANCE 4-1 4.1 SCOPE 4.2 OPERATIONAL CHECKOUT 4-1 4-1 4.2.1 Equipment Required 4-1 4.2.2 Battery -Charging 4.2.3 Flow System Checkout 4-1 4.2.4 General Checkout 4-2 4-2 4.3 CALIBRATION AND ADJUSTMENT, GENERAL 4-4 4.3.1 Scope 4.3.2 Equipment Required 4-4 4.3.3 Adjusting Sensor Voltage 4-4 4-4 4.4 CALIBRATION OF OXYGEN DETECTOR 4-6 4.4.1 Oxygen Zero Adjustment 4.4.2 Oxygen Calibrate Adjustment 4-6 4-6 4.5 CALIBRATION OF THE COMBUSTIBLES DETECTOR 4-10 4.5.1 Disabling the Audible Alarm 4.5.2 Calibrating the % LEL Range 4-10 • 4-10 INSTRUCTION 51-9915 Page i TABLE OF CONTENTS SNIFFER 505 • • Table of Contents (Cont.) Page 4.6 CALIBRATION OF THE,HYDROGEN SULFIDE DETECTOR 4-11 4.6.1 Adjusting the Hydrogen Sulfide Zero 4-11 4.6.2 Adjusting the Hydrogen Sulfide Span 4-11 4.7 ADJUSTING THE ALARM TRIP POINTS 4-12 4.7.1 Adjusting the Oxygen Deficiency Alarm Point • 4-12 4.7.2 Adjusting the Combustibles Alarm Point 4-12. 4.7.3 Adjusting the Hydrogen Sulfide Alarm Point . • 4-13 4.8 TROUBLESHOOTING 4-15 4.9 SENSOR REPLACEMENT 4-16 4.9.1 Oxygen Sensor 4-16 4.9.2 Combustibles Sensor 4-18 4.9.3 Hydrogen Sulfide Sensor 4-20 5 ILLUSTRATED PARTS BREAKDOWN 5-1 5.1 SCOPE 5.2 MAINTENANCE PARTS LIST COLUMNAR ENTRIES 5-1 5-1 5.2.1 Figure and Index Number Columns 5-1 5.2.2 Part Number Column 5-1 5.2.3 Description Column 5-1 5.2.4 Units -Per -Assembly Column 5-1 6 ACCESSORIES 6.1 SCOPE 6-1 6.2 BATTERY CHARGERS 6-1 6.3 CALIBRATION EQUIPMENT 6-1 6.4 PROBE HOSES 6-1 6.5 PROBES 6-1 6.6 FILTERS 6-2 6.7 SAMPLE LINE CHAMBER 6-2 6.8 REMOTE ALARM 6-4 6-4 APPENDIX A - GAS DETECTION CALIBRATION USING METHANE APPENDIX B - GAS DETECTION CALIBRATION USING HEXANE B-1 APPENDIX C - LEAD ACID BATTERY DISCHARGING -1 APPENDIX D - BACHARACH SERVICE CENTERS D-1 D-1 Page ii INSTRUCTION 51-9915 SNIFFER 505 INTRODUCTION • • • 1 INTRODUCTION AND GENERAL INFORMATION 1.1 INTRODUCTION This manual contains information for the preparation, operation, calibration, maintenance, and troubleshooting of the Sniffer 505 Portable Combustible Gas, Hydrogen Sulfide, and Oxygen Alarm instrument (Part No. 51-7264). WARNING, DO NOT OPERATE THE SNIFFER 505 WITH AN EXTERNAL CHARGER ATTACHED TO IT IN ANY POTENTIALLY EXPLOSIVE OR HAZARDOUS LOCATION. DISCONNECT THE CHARGER FROM THE INSTRUMENT BEFORE ENTERING THE HAZARDOUS AREA. THE INSTRUMENT IS DESIGNED TO BE INTRINSICALLY SAFE FOR OPERATION IN CLASS I, DIVISION 1, GROUPS A, B, C AND D LOCATIONS WITH ALL CHARGERS DISCONNECTED. THE INSTRUMENT IS NOT INTRINSICALLY SAFE WITH THE CHARGER OR ANY OTHER EXTERNAL POWER SOURCE ATTACHED. 1.2 GENERAL INFORMATION The Sniffer 505 is an intrinsically safe, rugged, commercial grade instrument used for detecting the presence of combustible gases in air, the oxygen concentration of the air, and the presence of hydrogen sulfide in air. The instrument consists of two meters, two visible alarm lights, an audible alarm, a self-contained sample drawing pump, oxygen, hydrogen sulfide and combustible sensors, a sealed lead acid battery pack, and associated electronics. The instrument is equipped with a hinged lid and a tempered safety glass window for viewing the operator panel. Construction permits gas sampling with the lid closed. 1.3 PRODUCT SPECIFICATIONS Important operating characteristics, dimensions, and other particulars about the Sniffer 505 are listed in Table 1-1. INSTRUCTION 51-9915 Page 1-1 • • • INTRODUCTION SNIFFER 505 TABLE 1-1. PRODUCT SPECIFICATIONS SENSOR TYPE: COMBUSTIBLES OXYGEN HYDROGEN SULFIDE DETECTION RANGES: ALARMS: LOWER EXPLOSIVE LIMIT (LEL) OXYGEN HYDROGEN SULFIDE LOSS OF FLOW LOW BATTERY COMBUSTIBLES OXYGEN HYDROGEN SULFIDE RESPONSE TIME• OPERATING TEMPERATURE RANGE: COMBUSTIBLE GAS ALARM OXYGEN DEFICIENCY: Temperature Compensated Usable Range HYDROGEN SULFIDE: Temperature Compensated Usable Range ACCURACY: Oxygen Hydrogen Sulfide Combustibles STORAGE TEMPERATURE CATALYTIC (PLATINUM BEAD) ELECTROCHEMICAL CELL ELECTROCHEMICAL CELL 0-100% LEL METHANE 0-25% 0-100 PPM Audible Audible Audible and Visual SET POINT: From 2% to 60% LEL, maximum (2% to 42% Guaranteed) Audible and Visual SET POINT: From 1% to 25% 02 Audible and Visual SET POINT: From 1 to 100 PPM H2S 50% within 10 seconds and 90% within 30 seconds 0 to 125'F (-18 to 52'C) 32 to 104'F (0 to 40'C) 0 to 125'F (-18 to 52'C) 32 to 104'F (0 to 40°C) 0 to 125'F (-18 to 52•C) t0.5% 02 t10% of reading or s4 PPM, whichever is greater. 0% LEL to 50% LEL, and :5% LEL from 50% to 100% LEL 0 to 125'F (-18 to 52'C ) Page 1-2 INSTRUCTION 51-9915 SNIFFER 505 INTRODUCTION • • • TABLE 1-1. PRODUCT SPECIFICATION (Cont.) HUMIDITY 5 to 95% relative humidity non -condensing. . ALARM HORN OUTPUT . . . . Pulsating tone for hydrogen sulfide alarm. Alternating duration tone for combustibles alarm. Steady tone for oxygen alarm. Chirping alarm for low battery or loss of flow. POWER SUPPLY 220 VAC, 50 Hz Charger; 120 VAC, 60 Hz Charger;. 12 VDC Charger; Portable operation on internal battery pack. BATTERY: Life per Charge 10 Hours (min.) at 77•F (25*C) Full Recharge Time 14-16 Hours DIMENSIONS' 7 x 9 x 6-1/2 inches (178 x 228 x 165 mm) WEIGHT Under 9.5 lb. (excluding probe, line cord, hoses and accessories). OPERATING FLOW RATE 700 cc per minute, minimum (with Hose, Probe and Filter) HAZARDOUS AREA USE . . . This instrument is designed to be intrinsically safe for use in Class I, Division 1, Group A, B., C and D environments as defined in the National Electric Code. I.t also meets Factory Mutual Specifications 631.0, 6340, 3610, and 3820. WARNING! DO NOT OPERATE THE SNIFFER 505 WITH AN EXTERNAL CHARGER ATTACHED TO IT IN ANY POTENTIALLY EXPLOSIVE OR HAZARDOUS LOCATION. DISCONNECT THE CHARGER FROM THE INSTRUMENT BEFORE ENTERING THE HAZARDOUS AREA. THE INSTRUMENT IS DESIGNED TO BE INTRINSICALLY SAFE FOR OPERATION IN CLASS I, DIVISION 1, GROUPS A, B, C AND D LOCATIONS WITH ALL CHARGERS DISCONNECTED. THE INSTRUMENT IS NOT INTRINSICALLY SAFE WITH THE CHARGER OR ANY OTHER EXTERNAL POWER SOURCE ATTACHED. INSTRUCTION 51-9915 Page 1-3 ' INTRODUCTION SNIFFER 505 • • 1.4 OPERATOR WARNINGS AND CAUTIONS WARNING! SHOULD THE SNIFFER METER RAPIDLY TRAVEL UPSCALE (ABOVE 60% L.E.L.) THEN RETURN TO O% OR BELOW, THE UNIT IS SAMPLING FROM AN AREA THAT HAS A HIGH, PERHAPS EXPLOSIVE, CONCENTRATION OF COMBUSTIBLE GAS. EVEN IF THIS CONCENTRATION IS TOO RICH TO BE EXPLOSIVE, THE CONCENTRATION AROUND THE AREA SAMPLED MAY BE WITHIN THE EXPLOSIVE RANGE AND SHOULD BE CONSIDERED DANGEROUS. WARNING! SHOULD THE METER INDICATE 100% OR ABOVE, THE UNIT IS SAMPLING FROM AN AREA RICH IN COMBUSTIBLE GASES OR THE SENSOR IS DEFECTIVE. LEAVE THE AREA IMMEDIATELY AND CHECK THE SNIFFER CALIBRATION IN AN AREA KNOWN TO BE FREE OF COMBUSTIBLES. WARNING! A NEGATIVE METER INDICATION MAY MEAN THAT THE UNIT IS IN A FLOODED AREA. LEAVE THE AREA IMMEDIATELY AND RECALIBRATE THE UNIT IN AN AREA KNOWN TO BE FREE OF COMBUSTIBLES. IF THE UNIT CANNOT BE CALIBRATED, ITS COMBUSTIBLE GAS SENSOR ELEMENT MAY NEED TO BE REPLACED. THE SNIFFER SHOULD NOT BE USED UNTIL THE SENSOR IS REPLACED AND THE UNIT CALIBRATED (REFER TO SECTION 5). WARNING! WHEN OPERATING IN THE OXYGEN MODE, SHOULD THE DISPLAY INDICATE AN OXYGEN LEVEL BELOW 19.5%, THERE IS A POTENTIALLY SERIOUS HEALTH HAZARD TO PERSONNEL IN THE AREA. LEAVE THE AREA IMMEDIATELY OR DON AN OXYGEN MASK. TAKE ALL APPROPRIATE SAFETY MEASURES. .CAUTION: DISCHARGING THE INSTRUMENT'S BATTERY BELOW THE "BATT. OK" LEVEL, OR LEAVING THE INSTRUMENT TURNED ON UNTIL ITS BATTERY COES DEAD WILL IMPAIR THE ABILITY OF THE BATTERY TO HOLD A CHARGE. REFER TO APPENDIX. C. •Page 1-4 INSTRUCTION 51-9915 SNIFFER 505 INTRODUCTION • • • 2 PREPARATION FOR USE OR STORAGE 2.1 UNPACKING Open shipping container and remove protective padding surrounding the instrument. Remove the instrument, documentation, sealed foil bag containing the oxygen sensor, oxygen sensor installation kit, and the sealed case containing the hydrogen sulfide sensor. Inspect the instrument and all accessory parts carefully for evidence of shipping damage. Confirm that the above parts accompany the instrument. Save.the shipping container for storage or reshipment of the instrument. 2.2 ASSEMBLY 1 1. Install the oxygen sensor in the instrument as described in Paragraph 4.9.1. WARNING! THE OXYGEN SENSOR CONTAINS A POTASSIUM HYDROXIDE SOLUTION. DO NOT PUNCTURE. IN CASE THE SOLUTION COMES IN ACCIDENTAL CONTACT WITH THE SKIN, FLUSH WITH WATER AND VINEGAR ItM4EDIATELY. IF IT COMES IN CONTACT WITH THE EYES, FLUSH WITH A BORIC ACID SOLUTION AND CET IMMEDIATE MEDICAL ATTENTION. 2. Install the hydrogen sulfide sensor in the instrument as described in Paragraph 4.9.3. 3. Charge the internal battery pack using one of the available chargers. Allow 14-16 hours for full charge. Refer to Paragraph 4.2.2. 2.3 FACILITY REQUIREMENTS The facility in which the Sniffer 505 is used should provide the following: - Temperature within the range of 0 to 125*F (-18 to 52•C). If not, allow one hour after reaching this temperature range before operating the instrument. - A source of fresh air for zero setting. NOTE: TO ENSURE OPTIMUM INSTRUMENT ACCURACY, ADJUSTMENTS SHOULD BE MADE AT THE SAME TEMPERATURE AT WHICH GAS MEASUREMENTS WILL BE MADE. INSTRUCTION 51-9915 Page 2-1 PREPARATION • SNIFFER 505 • • • 2.4 PREPARATION FOR STORAGE OR RESHIPMENT If the instrument is withdrawn from operation for storage or reshipment, remove the oxygen sensor as described in Paragraph 4.9.1 and remove the hydrogen sulfide sensor as described in Paragraph 4.9.3. Store these two sensors in separate resealable plastic bags. Then package the instrument and the sensors inside the original shipping container, if available. Page 2-2 INSTRUCTION 51-9915 SNIFFER 505 OPERATION • • • 3 OPERATING INSTRUCTIONS 3.1 SCOPE This section describes the controls and operational checkout of the Sniffer 505. 3.2 CONTROL AND INDICATOR FUNCTIONS All controls and indicators are shown in Fig. 3-1; their functions are listed in Table 3-1. 3.3 PRE -OPERATIONAL CHECKOUT Before placing the Sniffer 505 into operation, test and adjust the instrument following the procedures described in Subsections 4.2 thru 4.7. Batteries should be recharged before continuing tests if the audible slow chirping, low battery alarm sounds. 3.4 OPERATING INSTRUCTIONS If the Sniffer 505 checks out OK after doing the pre -operational checkout procedure, it can be placed in service as described below. To maintain the instrument's accuracy, it should be periodically calibrated as described in Sections 4.2 thru 4.7. WARNING! DISCONNECT CHARGER BEFORE OPERATING THE INSTRUMENT IN HAZARDOUS AREAS OR WHILE SERVICING. 1. Connect the sample probe and tubing to the instrument INLET PORT. Refer to Sections 6.4 and 6.5 for available hoses and probes. 2. Turn FUNCTION switch to BATTERY TEST and observe combustible gas meter to check battery charge. If meter indication is in RECHARGE zone, charge batteries as described in Paragraph 4.2.2. For optimum battery life, we recommend that the instrument be turned off and placed on charge whenever the BATTERY TEST check indicates RECHARGE. CAUTION: OPERATING THE INSTRUMENT IN THE "RECHARGE" ZONE WILL IMPAIR THE ABILITY OF THE BATTERY TO HOLD A CHARGE. 3. Turn FUNCTION switch to x02. Then allow instrument to warm up for at least one minute while sampling fresh air. 4. Unlock the COMB. ZERO ADJ control and adjust it for a combustible gas meter indication of zero. Then relock the COMB. ZERO ADJ control. INSTRUCTION 51-9915 Page 3-1 OPERATTION , SNIFFER 505 • • • 5. Unlock the OXYGEN CALIB control and adjust it for an 0 'meter indication of 21% (CAL mark). Then relock the OXYGEN CALIB control 6. Turn FUNCTION switch to PPM H2S and check that the PPM H2S meter indicates zero. 7. Set the FUNCTION switch to either %0 or PPM H2S and sample gas from the area to be tested. Allow 60 seconds for the meter indications to stabilize before taking readings. 8. When. finished, sample fresh air for 10 seconds to purge the sample line. Then turn FUNCTION switch to OFF. 3.5 SENSITIVITY The sensitivity of the Sniffer 505 to combustibles is dependent on the catalytic activity of the active sensor element. Should an interfering compound, such as tetraethyl lead, sulfur compounds, or silicones contaminate the surface of the sensor element, its ability to catalyze gases and vapors will b.e significantly reduced. To ensure full sensitivity of both the combustibles and H2S sensors, observe these cautions: CAUTION: BEFORE EACH DAY'S USAGE, PER APPROVAL AGENCY SPECIFICATIONS FOR INSTRUMENT PERFORMANCE AND SAFETY IN HAZARDOUS ENVIRONMENTS,SENSOR SENSITIVITY MUST BE TESTED ON KNOW CONCENTRATIONS OF METHANE IN AIR AND B,S IN NITROGEN. GAS CYLINDER 51-1818, CONTAINING 1.0% METHANE IN AIR (20% LEL), AND GAS CYLINDER 51-1993, CONTAINING 20 PPM H2S IN NITROGEN, MAY BE USED FOR THIS PURPOSE. CAUTION: BEFORE EACH DAY'S USAGE, PERFORM THE OPERATIONAL CHECKOUT PROCEDURES AS DESCRIBED UNDER SUBSECTION 4.2. CAUTION: NEVER OPERATE THE INSTRUMENT WHEN THE BATTERY TEST YIELDS AN INDICATION BELOW THE "BATT OK' RANCE. CAUTION: ALWAYS PURGE THE INSTRUMENT WITH FRESH AIR AFTER TESTING. Page 3-2 INSTRUCTION 51-9915 SNIFFER 5Q5 OPERATION • • BATTERY CHARGER JACK COMBUSTIBLE GAS ALARM INDICATOR %02/H2S ALARM INDICATOR COMBUSTILE GAS/BATTERY TEST ANALOG METER %02/PPM H2S ANALOG METER TEST SWITCH RESET SWITCH OXYGEN CALIB. CONTROL FUNCTION SWITCH . _ _ ALARM HORN ZERO ADJUST CONTROL SAMPLE INLET CONNECTOR COMBUSTIBLE GAS/ REMOTE ALARM OUTPUT Figure 3-1. Controls, Indicators, and Connectors INSTRUCTION 51-9915 Page 3-3 OPERATION , SNIFFER 505 • • • COMPONENT FUNCTION SWITCH TEST SWITCH RESET SWITCH COMB. ZERO CONTROL OXYGEN CALIB. CONTROL 0/PPMHS ANALOG METER COMBUSTIBLE GAS/ BATTERY TEST ANALOG METER O /H2S ALARM INDICATOR PERCENT LEL ALARM INDICATOR ALARM HORN REMOTE ALARM OUTPUT TABLE 3-1. CONTROL AND INDICATOR FUNCTIONS FUNCTION a. Turns power to the Sniffer 505 ON and OFF. b. Determines battery charge status as indicated by the Combustible Gas/Battery Test meter. The alarm functions are inhibited in this mode. c. Selects 02 or H2S to be displayed on the 0 /PPM H2S meter and simultaneously selects combustibles to be displayed on the Combustible Gas/Battery Test meter. Activates all alarms. Resets both visual and audible alarms from the latched mode, after the alarm condition has cleared. Sets reference voltage for zero meter reading on ADJUST Combustible Gas/Battery Test analog meter while instrument samples fresh air. Sets reference voltage for 21% meter indication on. 02/PPM H2S meter while instrument samples fresh air. Indicates percentage of oxygen in sampled air or PPM of H2S in sampled air. Indicates concentration of combustible gas or vapor in terms of percent of Lower Explosive Limit (x LEL). When Battery Test function is activated, this meter indicates the battery charge. Illuminates steadily when oxygen concentration of sample air is less than preset trip point of electronic circuitry. Pulses when the H2S concentration in sample air exceeds preset trip point. Illuminates when level of vapor concentrations exceeds preset trip point of electronic circuitry. Sounds to indicate presence of combustible concentrations of vapor, oxygen deficiency of sample air, presence of H2S, loss of flow integrity, or low battery charge. External jack for an optional remote alarm accessory. Page 3-4 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE a • • • 4. CALIBRATION AND MAINTENANCE 4.1 SCOPE This section describes calibration and maintenance procedures necessary to maintain safe, accurate and reliable operation of the Sniffer 505. Troubleshooting information is also given if malfunctions should occur. 4.2 OPERATIONAL CHECKOUT 4.2.1 Equipment Required Flowmeter, tubing and connector from Calibration Kit 51-7324. (See Fig, 4-1). 4.2.2, Battery Charging Check battery charge by turning the FUNCTION switch to the•BATTERY TEST position and observe the indication on the Combustible Gas/Battery Test meter. If the meter indication is in the RECHARGE zone, select the proper charger from Table 4-1; connect it to the correct power source; and plug it's output connector into the instrument's battery charger jack. Allow the instrument's battery pack to charge for 14-16 hours, prior to operation. TABLE 4-1. CHARGERS OPERATING VOLTAGE 120 VAC 60 Hz 220 VAC 50 Hz 12 VDC CHARGER PART NUMBER 51-2141 51-2142 51-2143 WARNING! DO NOT OPERATE THE SNIFFER 505 WITH AN EXTERNAL CHARGER ATTACHED TO IT IN ANY POTENTIALLY EXPLOSIVE OR HAZARDOUS LOCATION. DISCONNECT THE CHARGER FROM THE INSTRUMENT BEFORE ENTERING THE HAZARDOUS AREA. THE INSTRUMENT IS DESIGNED TO BE INTRINSICALLY SAFE FOR OPERATION IN CLASS I, DIVISION 1, GROUPS A, B, C AND D LOCATIONS WITH ALL CHARGERS DISCONNECTED. THE INSTRUMENT IS NOT INTRINSICALLY SAFE WITH THE EXTERNAL CHARGER ATTACHED. CAUTION: USE OF ANY OTHER TYPE OF BATTERY PACK MAY CAUSE THE INSTRUMENT NOT TO MEET ALL OF THE PERFORMANCE AND/OR SAFETY SPECIFICATIONS PUBLISHED BY CERTAIN AGENCIES CONCERNING OPERATION IN HAZARDOUS ENVIRONMENTS. INSTRUCTION 51-9915 Page 4-1 CALIBRATIQN AND MAINTENANCE SNIFFER 505 • • • 4.2.3 Flow System Checkout Turn the FUNCTION switch to the BATTERY TEST position and listen for the pump to start running. To verify correct flow, use the flowmeter, tubing and connector from Calibration Kit 51-7324. Connect the tubing between the top port of the flowmeter and the connector as shown in Fig. 4.1. Plug the connector onto the Sniffer 505's SAMPLE INLET fitting and observe that the flowmeter should indicate 2 SCFH (944 cc/min.) or more. If not, refer to Table 4-2 for troubleshooting hints. Then simulate a blockage in the gas sampling system by placing your finger over the bottom port of the flowmeter. The chirping low -flow alarm should sound. 4.2.4 General Checkout 1. Make sure the instrument is clean and free from dirt that will obstruct flow or otherwise impair its operation. 2. The audible alarm, located on the side of the instrument, has a 5 to 15 second alarm lockout during warm-up. The alarm function is latching, which means it must be manually reset after an alarm condition has been cleared. 3. Turn FUNCTION switch to %02. Verify that the 1402 meter indication in fresh air can be adjusted to the CAL mark using the OXYGEN CALIB knob. 4. Verify the "L.E.L. meter indication can be set to zero using the COMB. ZERO ADJ knob. 5. Press the TEST switch. The audible alarm and both visual alarms should activate. Press the RESET switch to clear all alarms. 6. Turn the COMB. ZERO ADJ knob. This should produce smooth movement of the XL.E.L. meter with no signs of the needle sticking. Re -zero the %L.E.L. meter. 7. Turn the OXYGEN CALIB knob. This should produce smooth movement of the 02/PPM H2S meter with no signs of the needle sticking. Reset the 02/PPM H2S meter to its CAL mark. 8. Turn FUNCTION switch to PPM H2S and check zero of the PPM H2S meter. 9. If any steps above produced abnormal results, refer to Table 4-2 for troubleshooting hints. CAUTION: DO NOT USE OIL OR LUBRICANTS ON THE MECHANICAL OR ELECTRICAL PARTS OF THIS INSTRUMENT. SOME POTENTIOMETER LUBRICANTS CONTAIN SILICONES, WHICH WILL PERMANENTLY IMPAIR OPERATION OF THE COMBUSTIBLES SENSOR. Page 4-2 INSTRUCTION 51-9915 SNIFFER 506 CALIBRATION -AND !MAINTENANCE 1 CONNECTOR 03-5393 ` TUBING 03-6109 FLOWMETER 06-6163 (Use only in vertical position) CONTAINED IN CALIBRATION KIT 51-7324 Figure 4-1. Set -Up for Checking Air Flow INSTRUCTION 51-9915 Page 4-3 • • • CALIBRATION AND MAINTENANCE SNIFFER 505 4..3 CALIBRATION AND ADJUSTMENT, GENERAL 4.3.1 Scope Subsections 4.3 thru 4.7 define the procedures necessary for calibrating and adjusting the circuits in the Sniffer 505. The instrument is designed for direct xL.E.L. readings when sampling, methane -in -air mixtures. Therefore, to calibrate the instrument's combustible sensor, a methane -in -air mixture is used. Consult Appendix "A" for conversion factors when a methane calibrated Sniffer 505 is used on combustibles other than methane. 4.3.2 Equipment Required - CALIBRATION KIT - Part No. 51-7324. (See Fig. 4-2). - GAS CYLINDER, 1.0% METHANE -IN -AIR - Part No. 51-1818 - GAS CYLINDER, ZERO CALIBRATION GAS - Part No. 51-7131 - GAS CYLINDER, 20 PPM H2S-IN-NITROGEN - Part No. 51-1993 - SMALL SCREWDRIVER, 3/32" BLADE, XCELITE R3323 OR EQUIVALENT - DIGITAL VOLTMETER, 20.5% ACCURACY OR BETTER* 4.3.3. Adjusting Sensor Voltage The sensor voltage is factory adjusted to 3.70 *0.10 VDC and should never need further adjustment, unless components on the printed circuit board are replaced or the adjustment itself (R27) has been tampered with. If it becomes necessary to make this adjustment, proceed as follows: 1. Loosen the four thumbscrews retaining front panel. First lift up right- hand side of panel, then lift entire panel clear of case. 2. See Fig. 4-3 and connect a digital voltmeter as follows: positive lead to TP-7; negative lead to TP-6. 3. Turn the FUNCTION switch to the BATTERY TEST position and observe the digital voltmeter indication. If the indication is not 3.70 t 0.10 volts, adjust Sensor Voltage pot R27 (Fig. 4-5) to obtain this value. 4. Re -position the front panel and tighten the thumbscrews. *Needed only when performing the optional sensor voltage adjustment procedure described in Paragraph 4.3.3. Page 4-4 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE • 1 (Mount Flowmeter in a vertical position) 0 0 0 0 000 .t or INSTRUMENT SAMPLE INLET PARTS SHOWN: 1. Cylinder, Zero Calibration Gas, 51-7131 2. Cylinder, Methane Calibration Gas, 51-1818 3. Cylinder, Hydrogen Sulfide Gas, 51-1993 4. Regulator, 03-4318 • 5. Tee, 03-5532 • 6. Flowmeter, 06-6163 • 7. Connector, 03-5393 • 8. Tubing, 03-6109 • • CONTAINED IN CALIBRATION KIT 51-7324 Figure 4-2. Calibration Set -Up INSTRUCTION 51-9915 Page 4-5 CALIBRATION°AND MAINTENANCE SNIFFER 505 • • • 4.4 CALIBRATION OF OXYGEN DETECTOR 4.4.1 Oxygen Zero Adjustment 1. Turn the FUNCTION switch to the BATTERY TEST position. Press the TEST switch and observe the %02 meter indication. If the indication is zero, no further adjustment is necessary. If not, proceed with Step 2. 2. Loosen the four thumbscrews retaining the front panel. First lift up the right-hand side of the panel, then lift the entire panel clear of the case. 3. While pressing the TEST switch, adjust Oxygen Zero pot R7 for a %02 meter indication of zero. 4. Re -position the front panel and tighten the thumbscrews. (see Fig. 4-5) 4.4.2 Oxygen Calibrate Adjustment 1. Turn the FUNCTION switch to the %02 position. 2. Place the instrument in fresh air. If there is doubt_ about the quality of the surrounding air, proceed with Step 3. If not, proceed to Step 5. 3. Connect a Zero Calibration Gas Cylinder (Part No. 51-7131) and the Calibration Kit (Part No. 51-7324) together as shown in Fig. 4-2. Connect the gas output of this setup to the instrument's SAMPLE INLET. 4. Adjust the regulator on the calibration setup until the ball in the flowmeter just begins to rise (indicating a positive pressure in the gas -supply line). 5. Unlock the OXYGEN CALIB knob and adjust it for a %02 meter indication of 21 or at the CAL mark. Relock OXYGEN CALIB knob. 6. If using the gas cylinder, disconnect the calibration setup and unscrew the cylinder from the regulator. Page 4-6 INSTRUCTION 51-9915 SNIFER ,505 CALIBRATION AND MAINTENANCE • • TP5 FLOW SWITCH Fft R17 H2S SPAN R16 H2S ZERO R5 COMBUSTIBLE SPAN R7 02 ZERO R27 SENSOR 7 VOLTAGE I U4 t that 11.E 5!• $Q (oS -t] r L J C3 u3 TP3 RESET �''`� TPS TP8 2.0V 0 1>LIN CID ICA CC 0'2 F12- t -gait CEO Mt (+) M2(;) C2 tak Cs CIE } ut 14101 J3 TP4 BATT. VOLTAGE TP1 CE OUTPUT TP6 GROUND TP7 3.7V TP2 02 OUTPUT SWITCH BOARD (SEE .FIG 4-4) Figure 4-3. Main PC Board Test Point and Potentiometer Layout INSTRUCTION 51-9915 Page 4-7 • • • •s CALIBRATION AND MAINTENANCE SW4 H2S TEST R8 02 ALARM SET TP1 ALARM OUTPUT TP2 GROUND SNIFFER 505 90 SW4 4 TP3 QO E FIREMEDEE 51-1562/-0 U4 US — TP3 H2S OUTPUT swW M EDI rRs R26 is R25 H2S ALARM SET SW1 FUNCTION R2 COMBUSTIBLES ALARM SET Figure 4-4. Switch Board Test Point, Switch, and Potentiometer Layout Page 4-8 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE • • 110$1i4P6- RS COMBUSTIBLES SPAN R7 OXYGEN ZERO R27 SENSOR VOLTAGE R16 H2S ZERO R17 H2S SPAN Figure 4-5. Calibration Adjustments INSTRUCTION 51-9915 Page 4-9 CALIBRATION AND MAINTENANCE SNIFFER 505 • • • 4.5 CALIBRATION OF THE COMBUSTIBLES DETECTOR 4.5.1 Disabling the Audible Alarm To eliminate the annoyance of the audible alarm sounding during the calibration of the detector and alarm circuits, the audible alarm can be disabled. Note that all meter functions and visual alarms will continue to operate normally. To disable the alarm, proceed as follows: 1. Loosen the four thumbscrews retaining the front panel. First lift up the right-hand side of the panel, then lift the entire panel clear of the case. 2. Pull apart the 4-conductor plug that is connected to the audible alarm, the battery charger jack and the remote alarm jack. 3. Proceed with the calibration and alarm trip -point procedures. 4. After adjustment, reconnect the 4-conductor plug. Then press the TEST switch to verify operation of the audible alarm. 4.5.2 Calibrating the x LEL Range 1. Turn the FUNCTION switch to the BATTERY TEST position. Verify that the batteries have a sufficient charge. If not, refer to Paragraph 4.2.2 and charge the batteries. 2. Allow 5 minutes for the instrument to warm up. 3. Turn the function switch to the %02 or PPM R2S position. 4. See Fig. 4-2 and connect the zero calibration gas cylinder 51-7131 to the instrument. Adjust the regulator until the ball in the flowmeter just beginsto rise (indicating a positive pressure in the gas -supply line). 5. Allow the zero calibration gas to flow for 1 minute; then use the COMB. ZERO ADJ control to zero the combustibles meter. 6. Unscrew the calibration gas cylinder from the regulator and replace it with the 1% Methane -in -Air cylinder, 51-1818. Adjust the regulator until the ball in the flowmeter just begins to rise. 7. Allow the gas to flow for 1 minute; then read the "L.E.L. meter. 8. The methane cylinder has a concentration value stamped on its label. To determine the desired meter indication, use the formula: % LEL Meter Calibration Value x Methane in Cylinder x 20% LEL Page 4-10 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE r+ • • • 9. Compare the %L.E.L. meter indication in Step 7 to the calibration value calculated in Step 8. If the meter indication is within *5% LEL of the calibration value, no further adjustment is required. Otherwise proceed with Step 10. 10. Loosen the four thumbscrews retaining the front panel. Lift up the right-hand side of the panel, without disconnecting the calibration setup, to gain access to the Combustibles Span pot, R5, shown in Fig. 4-5. 11. Adjust pot R5 usinga small screwdriver until the meter indication matches the calibration value from Step 8. 12. Re -position the front panel and secure the four thumbscrews. Remove the calibration setup and disconnect the gas cylinder from the regulator. 4.6 CALIBRATION OF THE HYDROGEN SULFIDE DETECTOR 4.6.1 Adjusting the Hydrogen Sulfide Zero 1. Turn the FUNCTION switch to PPM E2S. Allow the sensor to warm up for 1 minute. Observe the PPM H2S meter indication. - If the indication is at or close to zero, no further adjustment is necessary. If not, proceed with Step 2. 2. Loosen the four thumbscrews retaining the front panel. 3. Lift the right-hand side of the panel to gain access to H2S zero potentiometer R16 (Fig. 4-5). 4. Adjust potentiometer R16 until the PPM H2S meter indicates zero. 5. Reposition the front panel and tighten the thumbscrews. 4.6.2 Adjusting the Hydrogen Sulfide Span 1. Turn the FUNCTION switch to PPM H2S. 2. Allow the sensor to warm up for 1 minute. 3. See Fig. 4-2 and connect 20 PPM E2S gas cylinder 51-1993 to the instrument. 4. Adjust the regulator until the ball in the flowmeter just begins to rise. INSTRUCTION 51-9915 Page 4-11 CALIDRATI0N AND MAINTENANCE SNIFFER 505 • 5. Allow the gas to flow for 1 minute. 6. Loosen the four thumbscrews retaining the front panel. 7. Without disconnecting the calibration setup, lift the right-hand side of the panel to gain access to the H2S span potentiometer R17 (see Fig. 4-5). 8. Adjust potentiometer R17 using a small screwdriver until the PPM H2S meter shows 20 PPM. 9. Reposition the front panel, secure the four thumbscrews, remove the calibration setup, and disconnect the gas cylinder from the regulator. 4.7 ADJUSTING THE ALARM TRIP POINTS 4.7.1 Adjusting the Oxygen Deficiency Alarm Point 1. Loosen the four thumbscrews retaining the front panel. Lift up the right-hand side of the panel to gain access to the 02 Alarm Set pot, R8, shown in Fig. 4-6. 2. Turn pot R8 fully counterclockwise. 3. Unlock the OXYGEN CALIB knob and adjust it until the x02 meter indicates the concentration of the desired/trip point. 4. Turn pot R8 clockwise very slowly and stop as soon as the oxygen alarm activates. • 5. Turn OXYGEN CALIB knob clockwise and press the RESET switch to clear the alarm. 6. While observing the x0 meter, slowly turn OXYGEN CALIB knob counter- clockwise and verify that the alarm activates at the desired trip point. Again turn OXYGEN CALIB knob clockwise and press the RESET switch to clear the alarm. 7. Readjust the OXYGEN CALIB control per Paragraph 4.4.2. 8. Re -position the front panel and tighten the thumbscrews. 4.7.2 Adjusting the Combustibles Alarm Point 1. Loosen the four thumbscrews retaining the front panel. Lift up the right-hand side of the panel to gain access to the Combustibles Alarm Set pot, R2, shown in Fig. 4-6. 2. Turn pot R2 fully clockwise. 3. Unlock the COMB. ZERO ADJ knob and adjust it until the 'L.E.L. meter indicates the concentration of the desired trip point. 4. Turn pot R2 counterclockwise very slowly and stop as soon as the combustibles alarm activates. Page 4-12 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE • • • 5. Turn COMB. ZERO ADJ knob counterclockwise and press the RESET switch to clear the alarm. 6. While observing the %L.E.L. meter, slowly turn COMB. ZERO ADJ knob clockwise and verify that the alarm activates at the desired trip point. Again turn COMB. ZERO ADJ knob counterclockwise and press the RESET switch to clear the alarm. 7. Readjust the COMB. ZERO ADJ control for a xL.E.L. meter indication of zero. Then relock the COMB. ZERO ADJ control. B. Re -position the front panel and tighten the thumbscrews. 4.7.3 Adjusting the Hydrogen Sulfide Alarm Point 1. Loosen the four thumbscrews retaining the front panel. 2. First lift the right-hand side of the panel, then lift the entire panel clear of the case. 3. Turn the FUNCTION switch to the PPM H2S position. 4. Press and hold the H2S test switch, shown in Fig. 4-4. This will trigger the H2S alarm and display its alarm set point on the PPM H2S meter. 5. Adjust the H2S Alarm Set pot R25, shown in Fig. 4-6, so that the PPM H2S meter displays the desired alarm set point. 6. Release the H2S test switch and press the reset switch to clear the alarm. 7. Reposition the front panel and tighten the thumbscrews. INSTRUCTION 51-9915 Page 4-13 • CALIBRATION AND MAINTENANCE SNIFFER 505 • • • R2 COMBUSTIBLES ALARM SET R25 H2S ALARM SET R8 02 ALARM SET Figure 4-6. Alarm Adjustment Locations Page 4-14 INSTRUCTION 51-9915 SNIFFER 505• CALIBRATION AND MAINTENANCE • • • %L.E.L. meter pegs up or down scale and will not zero in fresh air. 4.8 TROUBLESHOOTING Table 4-2 lists the most common troubles, their probable cause and the corrective action to be taken for many of the malfunctions that may occur the Sniffer 505. TABLE 4-2. TROUBLESHOOTING Trouble Probable Cause Defective combustibles sensor. with Remedy Replace sensor 51-1057 x0 meter reads low and Oxygen sensor output less than will not calibrate. 19 mV. Replace oxygen sensor 51-7331. x02 meter reads above 21 Oxygen sensor output greater than 60 mV. and will not calibrate. Replace oxygen sensor 51-7331. Response slow, more than 5 sec. to start of response, or flow rate less than 700 cc/min. (1.5 SCFH). a. Dirty clogged parts in probe hose, reaction chamber, or blocked exhaust port. b. Defective pump. Clean and/or open. Replace pump. Instrument fails to charge. Defective charger. Combustibles readings out of tolerance. Replace, refer to Table 4-1. Instrument not calibrated. Follow calibration Section 4.5. Cannot calibrate combustibles section. Defective combustibles sensor. Replace sensor 51-1057. Instrument dead, no power. a. Dead battery. b. Defective battery or charger. Charge battery per Paragraph 4.2.2. Replace defective item. Cannot calibrate H2S section. Defective hydrogen sulfide sensor. " Replace sensor 51-8297. INSTRUCTION 51-9915 Page 4-15 CALIBRATION AND MAINTENANCE SNIFFER 505 • • • 4.9 SENSOR REPLACEMENT 4.9.1 Oxygen Sensor The life of an oxygen sensor is conservatively estimated at six months. Its life is not affected by the amount of time the instrument is used. Oxygen sensors are shipped in a sealed envelope purged of all oxygen to inhibit the sensor's chemical action. Once the seal is broken and the sensor is exposed to air, the sensor starts to operate and will deplete at a fixed rate, regardless of whether the instrument is used or not. Whenever it becomes necessary to replace the oxygen sensor, follow the procedure below. When placing the instrument in operation for the first time, omit Step 2. Equipment Required - Replacement Oxygen Sensor, Part No. 51-7331 - Screwdriver, 3/16" Blade - Scissors Procedure 1. Loosen the four thumbscrews retaining the front panel. First lift up the right-hand side of the panel, then lift the entire panel clear of the case. 2. See Fig. 4-7. Using a small screwdriver, remove the two screws retaining the oxygen sensor flange and then remove the flange. Remove and discard the old oxygen sensor. WARNING! THE OXYGEN•SENSOR CONTAINS A SOLUTION OF POTASSIUM HYDROXIDE. DO NOT PUNCTURE. IF SOLUTION CONTACTS THE SKIN, FLUSH WITH WATER AND VINEGAR IMMEDIATELY. IF SOLUTION CONTACTS THE EYES, FLUSH WITH A BORIC ACID SOLUTION AND GET IMMEDIATE MEDICAL ATTENTION! 3. Clean the 0-ring and position it inside the oxygen sensor base. 4. The new oxygen sensor (Part No. 51-7331) is shipped in a sealed foil envelope. Use a pair of scissors to cut open the envelope and remove the sensor. Page 4-16 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE • i • 5. Look at the contacts of the oxygen sensor base (see Fig. 4-7). Three contacts have dimples and one has a hole. Line, the oxygen sensor up so that its plastic screw is in line with the contact that has the hole, mesh end toward the base. Snap the sensor into the base so the three stainless steel screwheads line up in the dimples in the contacts. The plastic screw head should protrude through the hole in its contact: If properly positioned, the label on the rear of the sensor should be readable. -6. Position the flange over the rear of the sensor. Insert the two screws and tighten them equally with a screwdriver. DO NOT overtighten these screws! 7. Calibrate the oxygen detector per Section 4.4. OXYGEN SENSOR 51-7331 FLANGE INSTRUCTION 51-9915 OXYGEN SENSOR BASE 0-RING • Figure 4-7. Oxygen Sensor Installation Page 4-17 CALI&RATION AND MAINTENANCE SNIFFER 505 4.9.2 Combustibles Sensor The combustibles sensor should last at least one year when.operated eight hours a day and when only sampling small quantities of combustible gases and vapors. Operation for long periods of time in areas with combustible gas concentrations near or above the lower explosive limit may shorten sensor life. The sensor should be replaced when adjusting the Combustibles Span pot, R5, will no longer calibrate the instrument as described in Para -graph 4.5. Equipment Required - Replacement Combustibles Sensor, Part No. 51-1057 - Screwdriver, 3/16" Blade - Clean Rag Procedure 1. Loosen the four thumbscrews retaining the front panel. First lift up the right-hand side of the panel, then lift the entire panel clear of the case. 2. See Fig. 4-8. Remove four retaining screws from the sensor socket and pull the socket free. 3. Unplug and discard the old sensor. 4. Inspect the reaction chamber for dirt. Wipe out with a clean rag, if necessary. 5. Plug the new combustibles sensor (Part No. 51-1057) into the socket. 6. Make sure the spring is inside the reaction chamber. Then position the socket into the reaction chamber so the four screw holes line up. 7. Insert and tighten the four retaining screws. 8. Calibrate the combustibles detector per Section 4.5. Page 4-18 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE TYPICAL (4 PLACES) SENSOR SOCKET SENSOR 51-1057 SPRING REACTION CHAMBER Figure 4-8. Combustibles Sensor Installation INSTRUCTION 51-9915 Page 4-19 CALIBRATION AND MAINTENANCE SNIFFER 505 • • • 4.9.3 Hydrogen Sulfide Sensor The hydrogen sulfide sensor should be replaced when the H2S span potentiometer, R17, no longer calibrates the instrument as described in Paragraph 4.6.2. Whenever it becomes necessary to replace the hydrogen sulfide sensor, follow the procedure below. Equipment Required - Replacement Hydrogen Sulfide Sensor, Part No. 51-8297 - Screwdriver, 3/16" blade - Clean Rag Initial Sensor Installation 1. Loosen the four thumbscrews retaining the front panel. First lift the right-hand side, then lift the entire panel clear of the case. 2. Remove the four screws holding the mounting, plate to the inside of the case. (See Fig. 4-9). 3. Lift the mounting plate and expansion chamber out of the case. 4. Assemble .the hydrogen sulfide sensor, 0-ring, and membrane and attach them to the expansion chamber with the three screws provided. Position the sensor on the expansion chamber as shown in Fig. 4-9. NOTE: The new sensor will'have a factory installed shorting wire that must be removed and discarded. The sensor should spend as little time as possible off -circuit after the wire is removed 5. Remove the shorting wire from sensor terminals R and S; then connect the wires which are laying in the bottom of the case to the sensor as shown in Fig. 4-9. 6. Reattach the mounting plate to the case. Sensor Replacement/Storing 1. Loosen the four thumbscrews retaining the front panel. First lift the right-hand side, then lift the entire panel clear of the case. 2. Remove the four screws holding the mounting plate to the inside of the case. (See Fig. 4-9) 3. Lift the mounting plate with the sensor attached and disconnect wires. 4. Remove and discard the old sensor. Retain the 0-ring and membrane. IMPORTANT! If you're removing the old sensor and storing it for later use, short circuit terminals R and S with a jumper wire. Page 4-20 INSTRUCTION 51-9915 SNIFFER 505 CALIBRATION AND MAINTENANCE • • • 5. Inspect the expansion chamber, membrane, and 0-ring for dirt. Wipe with a clean rag, if necessary. 6. Assemble the new hydrogen sulfide sensor, 0-ring, and membrane as shown in Fig. 4-9 and attach them to the expansion chamber with the three screws provided. NOTE: The new sensor will have a factory installed shorting wire that must be removed and discarded. The sensor should spend as little time as possible off -circuit after the wire is removed. 7. Remove the shorting wire from sensor terminals R and S; then connect the sensor wiring as shown, in Fig. 4-9. 8. Reattac'h the mounting plate to the case. MOUNTING PLATE EXPANSION CHAMBER MEMBRANE (SCREEN SIDE TOWARD CHAMBER) H2S SENSOR 51-8297 3 PLACES (TYP) 0-RING A 4 PLACES ' (TYP) H2S SENSOR WIRING WIRE TERMINAL WHITE/RED — C WHITE/BLACK — S WHITE/BLUE — R .o Figure 4-9. Hydrogen Sulfide Sensor Installation INSTRUCTION 51-9915 Page 4-21 CALIBRATION AND MAINTENANCE SNIFFER 505 • 4111 This page intentionally left blank Page 4-22 INSTRUCTION 51-9915• " SNIFFER 505 CALIBRATION AND MAINTENANCE • • 5 ILLUSTRATED PARTS BREAKDOWN 5.1'SCOPE This section lists, describes, and illustrates the items necessary for the support of the Sniffer 505 Combustible Gas, Hydrogen Sulfide, and Oxygen Alarm (Part No. 51-7264) and is intended for use by maintenance and overhaul personnel for identification, ordering, and stocking of replaceable parts. This section contains: - A maintenance parts list containing illustration references; part numbers; part descriptions; and units per assembly. • An illustration showing parts and assemblies with index numbers corresponding to those of the maintenance parts list. 5.2 MAINTENANCE PARTS LIST COLUMNAR ENTRIES 5.2.1 Figure and Index Number Columns The Figure and Index Number columns contain numbers referring to the figures in which assemblies and parts are shown pictorially. The hyphenated two digit number in the Figure column identifies•a figure. Numbers descending the Index column refer to the index numbers of parts shown in the figure. 5.2.2 Part Number Column The Part Number column contains B•acharach Part Numbers of assemblies and parts. 5.2.3 Description Column In the Description column, a short description of each part or assembly is given. 5.2.4 Units -Per -Assembly Column The Units -Per -Assembly column reveals the number of identical parts required at the indicated assembly level unless otherwise noted. For some items such as wire, the units -per -assembly column specifies the required quantity in inches or feet. INSTRUCTION 51-9915 Page 5-1 PARTS SNIFFER 505 • Figure 5-1. Instrument Final Assembly (MR/IVIED ►ROM 9f-72R+ Rcv. Page 5-2 INSTRUCTION 51-9915 SNIFFER 505 PARTS TABLE 5-1. MAINTENANCE PARTS LIST Figure Item Part Number Number Number Description Units Per Ass 5-1 MAJOR COMPONENTS 4 51-7331 Oxygen sensor 1 6 51-1057 Combustibles Sensor 1 7 51-2334 Pump and Motor Assembly 1 9 51-1206 Flange (Oxygen Sensor) 1 16 24-0495 Expansion Hood and Chamber* 1 23 51-2075 Battery Pack 1 28 51-1950 Compression Spring 1 34 51-8297 Hydrogen Sulfide Sensor Assembly 1 75 05-5207 0-ring 1 115 304-8335 Standoff 3 *Includes 0-ring and bonded membrane INSTRUCTION 51-9915 Page 5-3 PARTS' SNIFFER 505 This page intentionally left blank. Page 5-4 INSTRUCTION 51-9915 • SNIFFER 505 ACCESSORIES • • 6 ACCESSORIES 6.1 SCOPE This section describes the accessories available for use with the Sniffer 505. Other accessories or lengths of hoses may be made available upon request. Consult the factory for further information. 6.2 BATTERY CHARGERS - 120 VAC 60 Hz (51-2141) - 220 VAC 50 Hz (51-2142) - 12 VDC (51-2143) 6.3 CAL'IBRATION EQUIPMENT - Methane Calibration Gas (51-1818) - Hydrogen Sulfide Calibration Gas (51-1993) Zero Calibration Gas. (51-7131), Calibration Kit (51-7324) which contains the following materials: 1. Regulator (03-4318) 2. Tee (03-5532) 3. Flowmeter (06-6163) 4. Connector (03-5393) 5. Tubing (03-6109) 6. Case with space for Items 1-5 plus two gas cylinders (51-1560) 6.4 PROBE HOSES - SAMPLING HOSES: 1. Teflon Sampling Hose (23-4770). Teflon probe hose, 5 feet end has a threaded connector to attach a probe; the other quick -connect fitting"to attach to the instrument.' 2.. Daylon Sampling Hose (23-4680). Daylon probe hose,.5 feet hose is supplied with the same connectors as Item 1. long. One end has a long. The INSTRUCTION 51-9915 Page 6-1 ACCESSORIES --SNIFFER 505 - PROBE EXTENSION HOSES -- Daylon extension hoses are available in lengths of 5 feet (51-1819), 10 feet (51-1820), 20 feet (23-7300), and 25 feet (51-1821). These hoses are equipped with a quick -connect fitting on each end. They can be used to connect the probe hose to the instrument. These hoses may be added together for hose lengths over 25 feet. However, remember to add about 6 seconds to the expected response time for every 25 feet of hose. 6.5 PROBES - ALUMINUM PROBES: 1. A 30 inch, rugged aluminum probe (347.412.10) can be used in nearly all applications (except where non-conductive probes are required). The probe tube is 3/8" diameter, has a dust filter chamber, and is perforated a few inches from the tip to prevent liquids from entering the sampling system (in case the probe tip is accidentally placed in liquids). 2. A 10 inch, aluminum probe (347.413.50) is available for use in confined areas where the longer probes are impractical. The probe is 3/8" diameter and has a filter chamber. - FIBERGLASS PROBE -- The 30 inch fiberglass probe (347.411.10) is used primarily by utility companies where an electrically non-conductive probe is required. The probe is physically similar to the aluminum probe, and has a filter chamber. 6.6 FILTERS - COTTON FILTER ELEMENT -- The cotton filter element is the standard dust filter for the Sniffer 505 accessory probes, and is suitable for most applications. The probe filter elements should be checked daily, and replaced when clogged (see Fig. 6-1). Filters are packed 24 to a box, and are available as Part No. 550-070.00. CHARCOAL FILTER ELEMENT -- The disposable charcoal filter pack is used when you need to distinguish between a indication caused by combustible gases (e.g., from a pipe leak) and an indication caused by a source of petroleum vapors (e.g., leak from a nearby gasoline station). Activated charcoal will absorb most of the petroleum vapors in a gas sample; however, it will allow a dry combustible gas (such as natural gas or propane) to pass through. Filters are packed ten to a box, and are available as Part No. 550-704.00. The petroleum absorbing property of the activated charcoal filter is used to detect petroleum based gases and vapors in the following manner: 1. Using a standard cotton filter installed in the probe filter chamber, take a sample and note the combustibles meter indication. 2. Remove the cotton filter and install one of the small activated charcoal packs in the probe filter chamber (see Fig. 6-2). Page 6-2 INSTRUCTION 51-9915 SNIFFER 505 ACCESSORIES Figure 6-1. Cotton Filter Element Figure 6-2. Activated Charcoal Packs INSTRUCTION 51-9915 Page 6-3 ACCESSORIES SNIFFER 505 • z • 3. Take another sample at the suspected area, and note whether the indication is less than it was without the charcoal pack installed. If the indication has dropped significantly, this means that the charcoal has absorbed petroleum vapors, and that one cause of the indication is likely to be petroleum vapors. Note that the charcoal pack will increase the response time of the instrument. Therefore, draw a sample of gas through the instrument for at least 60 seconds before taking a reading.) CAUTION: AFTER USING A CHARCOAL PACK, REMOVE THE PACK FROM THE PROBE AND DISCARD. OTHERWISE, THE PRESENCE OF COMBUSTIBLE VAPORS MAY NOT BE DETECTED IN SUBSEQUENT TESTING. 6.7 SAMPLE LINE CHAMBER The Sample Line Chamber (23-7341) was designed for use with excessive moisture or dust. When installed alone; the chamber functions as a moisture or dust trap with three ounce capacity. The unit may also be filled with a drying agent such as calcium chloride for use in drying the gas sample. It will add approximately seven seconds to the response time of the instrument (the time to indicate 90% of the change of gas concentration). 6.8 REMOTE ALARM A remote alarm with a 25 foot cable is available (51-7279). It is connected to the Sniffer 505 by way of the Remote Alarm Output receptacle located on the side of the instrument, as seen in Fig. 3-1, using a screw -tight connector which is part of the accessory. When connected,.both the remote alarm and the instrument alarm will sound when activated. The alarm speaker in the accessory is identical to the one used inside the instrument. Page 6-4 INSTRUCTION 51-9915 SNIFFER 505 ACCESSORIES • TABLE 6-1. ACCESSORY PARTS LIST Part Number Description 51-2141 120 VAC 60 Hz Charger 51-2142 220 VAC 50 Hz Charger 51-2143 12 VDC Charger 51-1120 Cylinder, Hexane Calibration Gas (500 PPM) 51-1818 Cylinder, Methane Calibration Gas (1.O%) 51-1993 Cylinder, Hydrogen Sulfide Calibration Gas (20 PPM) 51-7131 Cylinder, Zero Calibration Gas 51-7324 Calibration Kit (Holds Two Cylinders) 23-7383 5' Teflon Hose, 10" Aluminum Probe and Cotton Filters 23-4770 5' Teflon Probe Hose 23-4680 5' Daylon Probe Hose 51-1819 5' Daylon Extension Bose 51-1820 10' Daylon Extension Hose 23-7300 20' Daylon Extension Hose 51-1821 25' Daylon Extension Hose 347.411.10 30" Fiberglass Probe 347.412.10 30" Aluminum Probe 347.413.50 10" Aluminum Probe 550.070.00 Cotton Filter Element, Box of 24 550-074.00 Charcoal Filter Pack, Box of 10 23-7341 Sample Line Filter and Water Trap 51-1550 Detachable Shoulder Strap 51-7279 Remote Alarm with 25' Cable Page 6-5 INSTRUCTION 51-9915 ' ACCESSORIES SNIFFER 505 This page intentionally left blank. Page 6-6 INSTRUCTION 51-9915 SNIFFER 505 APPENDIX • • APPENDIX A - CAS DETECTOR CALIBRATION USING METHANE From time to time, Bacharach is requested to supply conversion factors that will indicate an instrument's predicted response to a gas for which it was not calibrated. It should be understood that such conversion factors are calculated es-timates only. They are intended to be used only as a guide and to show typical responses of the instrument to a particular gas. The factors shown in Table A-1 are based on test studies of related gases and a calculated comparison to standard theoretical values of pertinent gas parameters available to Bacharach at the time of estimating. For measurements critical to determining a health or explosive/flammable hazard, a particularinstrument should always be calibrated using the specific Ras. or vapor to be measured. There i.s no other way to ensure reliable readings. Too many parameters are involved to make any single, simple conversion factor accurate. WARNING! FOR MAXIMUM SAFETY IN DETERMINING EXISTENCE OF AN EXPLOSIVE, FLAMMABLE, OR HEALTH HAZARD, YOUR PARTICULAR INSTRUMENT SHOULD BE CALIBRATED USING THE SPECIFIC GAS/VAPOR TO BE MEASURED. IF YOUR INSTRUMENT HAS AN AGENCY APPROVED CERTIFICATION (e.g., FACTORY MUTUAL, CSA, ETC.), FAILURE TO CALIBRATE ON THE SPECIFIC GAS HAZARD TO BE MONITORED MAY VOID THE CERTIFICATION. WHEN IN DOUBT AS TO PROPER CALIBRATION GAS OR PROCEDURE, CONTACT YOUR BACHARACH SALES REPRESENTATIVE OR FACTORY APPLICATIONS ENGINEER. The conversion (K) factors in Table A71 may be used to estimate the actual LEL of a combustible other than methane, when detected by a Sniffer 505 calibrated on methane. For example, a 50% LEL meter indication for hydrogen -in -air indicates an actual estimated concentration of 65% LEL E2 (50% x 1.3). Since a high conversion (K) factor means reduced sensitivity to a particular combustible, use of R-factors in excess of 2.5 are to be avoided. For those combustibles, and particularly for use on fuel and solvent vapors, recalibration to a more sensitive hexane base is recommended (refer to Appendix "B"). INSTRUCTION 51-9915 Page A-1 • • APPENDIX SNIFFER 505 APPENDIX A - CAS DETECTOR CALIBRATION USING METHANE (Cont.) TABLE A-1. 1 FACTORS FOR SNIFFER 505 BASED ON METHANE CALIBRATION NOTICE: This table is to be used only after consideration of the foregoing explanation and warning. Gas Conversion Factor Acetone 3.5 Acetylene 2.7 Benzene 2.9 Butadiene 2.9 Cyclohexane 2.9 Dichloromethane 2.6 1,2 - Dichloropropane 2.6 Ethane 1.5 Ethyl Alcohol 2.5 Ethylene 2.0 Ethylene Oxide 2.9 N-Heptane 3.5 Hexane 3.7 Hydrogen 1.3 Isopropyl Alcohol 2.4 Methane 1.0 Methyl Alcohol 1.7 Methyl Ethyl Ketone 5.0 N-Pentane 2.6 Propane 1.9 Toluene 3.6 Vinyl Chloride 2.2 O-Xylene 4.2 Page A-2 INSTRUCTION 51-9915 SNIFFER 505 APPENDIX 0 • • APPENDIX B - GAS DETECTOR CALIBRATION USING HEXANE From time to, time, Bacharach is requested to supply conversion factors that will indicate an instrument's predicted response to a gas for which it was not calibrated. It should be understood that such conversion factors are calculated estimates only. They are intended to be used only as a guide and to show typical responses of the instrument to a particular gas. The factors shown in Table B-1 are based•on test studies of related gases and a calculated comparison to standard theoretical values of pertinent gas parameters available to Bacharach at the time of estimating. • For measurements critical to determining a health or explosive/flammable hazard, a particular instrument should always be calibrated using the specific pas or vapor to be. measured. There is no other way to ensure reliable readings. Too many parameters are involved tomake any single, simple conversion factor accurate. WARNING! FOR MAXIMUM SAFETY IN DETERMINING EXISTENCE OF AN EXPLOSIVE, FLAMMABLE, OR HEALTH HAZARD, TOUR PARTICULAR INSTRUMENT SHOULD BE CALIBRATED USING THE SPECIFIC GAS/VAPOR TO BE MEASURED. IF YOUR INSTRUMENT HAS AN AGENCY APPROVED CERTIFICATION (e.g., FACTORY MUTUAL, CSA, ETC.), FAILURE TO CALIBRATE ON THE SPECIFIC GAS HAZARD TO BE MONITORED MAY VOID THE CERTIFICATION. WHEN IN DOUBT AS TO PROPER CALIBRATION GAS OR PROCEDURE, CONTACT YOUR BACHARACH SALES REPRESENTATIVE OR FACTORY APPLICATIONS ENGINEER. The hexane -based conversion (K) factors listed in Table B-1 are used to convert a hexane calibrated instrument response to other combustible gases and vapors. For example, a 50% LEL meter indication for an acetone -in -air vapor indicates an actual estimated concentration of 70% LEL acetone (50% x 1.4). Since hexane is not available in LEL concentrations in convenient compressed gas cylinders, methane calibration gas is substituted to achieve the desired hexane -based calibration. For example: use Bacharach standard methane gas cylinder 51-1818 (1% by volume - 20% L.E.L.) and the L.E.L. conversion factor to determine correct combustible span setting (R5) for hexane calibration. 20% L.E.L. x 0.35 - 57x L.E.L. Combustible Setting WARNING! THE. RESULTS OBTAINED WHEN USING THE X-FACTORS IN TABLE B-1 ARE APPROXIMATE AND MUST NOT BE CONSTRUED AS REPRESENTING HIGHLY ACCURATE L.E.L. PERCENTAGES. THEY ARE USUALLY CONSIDERED• TO BE ADEQUATE FOR GENERAL' DETECTION OF COMBUSTIBLE GASES, BUT ARE NOT ADEQUATE FOR ACCURATE GAS ANALYSIS. INSTRUCTION 51-9915 Page B-1 • • • APPENDIX SNIFFER 505 APPENDIX B - GAS DETECTOR CALIBRATION USING HEXANE (Cont.) TABLE B-1. X FACTORS FOR SNIFFER 505 BASED ON HEXANE CALIBRATION NOTICE: This table is to be used only afterconsideration of the foregoing explanation and warning. Cas Conversion Factor Acetone 1.4 Acetylene 1.0 Benzene 1.0 Butadiene 0.9 Cyclohexane 1.1 Dichloromethane 1.0 1,. 2 - Dichloropropane 1.0 Ethane 0.5 Ethyl Alcohol 0.9 Ethylene 0.7 Ethylene Oxide 1.0 N-Heptane (gasoline, JP-4) 1.1 Hexane 1.0 Hydrogen 0.4 Isopropyl Alcohol 0.8 Methane 0.4 Methyl Alcohol 0.6 Methyl Ethyl Ketone 1.6 N-Pentane 0.9 Propane 0.7 Toluene 1.2 Vinyl Chloride 0.8 O-Xylene 1.4 Page B-2 INSTRUCTION 51-9915 SNIFFER 505 M� U •r i APPENDIX APPENDIX C - LEAD ACID BATTERY DISCHARGING The, point at which 100% of a lead acid battery's usable capacity has been removed is a function of its discharge rate. For optimum battery life, it is recommended that the instrument be turned off when not in use, and its battery be placed on charge when the instrument's battery test circuit indicates RECHARGE. CAUTION: LEAVING THE INSTRUMENT TURNED ON FOR EXTENDED PERIODS OF TIME WITHOUT RECHARGING THE BATTERY AS INDICATED ABOVE, MAY CAUSE PERMANENT DAMAGE TO THE BATTERY'S LEAD ACID CELLS. If a lead -acid battery is deeply discharged, its sulfuric acid electrolyte can be depleted of the sulfate ion and become essentially water, which can create the following problems. A lack of sulfate ions as charge conductors in an overly discharged battery will cause the battery's cell impedance to appear high. This high impedance results in a low charge current, in turn, requiring the battery to be charged for a time period that is longer than the normal recharge time of 14-16 hours. Another potential problem is lead sulfate's solubility in water. In a severe -deep discharge condition, the lead sulfate which is present on the battery's plate surfaces can go into solution in the water electrolyte. Then upon recharge, the water and sulfate ion in the lead sulfate solution convert into sulfuric acid, leaving a precipitate of lead metal which settles in the battery's separator. As the level of'lead builds up, a short circuit develops between the battery plates which causes the battery to fail. INSTRUCTION 51-9915 • Page C-1 APPENDIX SNIFFER 505 This page intentionally left blank. Page C-2 INSTRUCTION 51-9915 SNIFFER 505 APPENDIX • • • APPENDIX D - BACHARACH SALES/SERVICE CENTERS Bacharach S/S Center 7300 Industrial Park Route 130, Bldg. 22 Pennsauken, NJ 08110 (609) 665-6176 Bacharach, Inc. 625 Alpha Drive Pittsburgh, PA 15238 (412) 963-2000 Bacharach S/S Center 5151 Mitchelldale B-4 Houston, TX 77092 (713) 683-8141 Bacharach S/S Center Fair Oak Court Maplewood Avenue Fairlea, WV 24902 (304) 645-6166 Bacharach S/S Center Euclid Business Center 10772 Capital Avenue Garden Grove, CA 92643 (714) 554-3993 ' • INSTRUCTION 51-9915 Page D-1 • • APPEODYa SNIFFER 505 This page intentionally left blank. • Page D-2 INSTRUCTION 51-9915 ^tt Il .. n - 63 - • • APPENDIX II MATERIAL SAFETY DATA SHEETS • . t CH4 SECTION II --HAZARDOUS INGREDIENTS VOLUME % CAS. NO. ACGIH TLV UNITS Methane 99+ 74-82-8 Simple Asphyxiant* OSHA 1989 TWA = None Listed * Oxygen levels should be maintained at greater than 18 molar Z at normal atmospheric pressure (pO2>135 torr). SECTION III --PHYSICAL DATA BOILING POINT (°F.); -258.6 VAPOR PRESSURE: SPECIFIC GRAVITY (H20=1): N/A (Gas) @ 70°F * % VOLATILE BY VOLUME: N/A (Gas) VAPOR DENSITY (AIR=1): @ 70°F = 0.56 EVAPORATION RATE (BUTYL ACETATE=1): SOLUBILITY IN WATER: Negligible APPEARANCE AND ODOR: Colorless, odorless gas N/A (Gas) * Above the critical temperature SECTION IV --FIRE AND EXPLOSION HAZARD DATA FLASH POINT (METHOD USED).: N/A (Gas FLAMMABLE LIMITS: LEL UEL EXTINGUISHING MEDIA: Water, carbon dioxide, dry chemical 5.0 15.0 SPIfEpossible, FIGHTINGE flowEofRmethane. Use - water spray to cool surrounding g UNUSUAL FIRE AND EXPLOSION HAZARDS: Should flame be extinguished and flow of gas continue, increase ventilation to prevent flammable or explosive mixture formation. MATERIAL SAFETY DATA SHEET LIQUID CARBONIC 135 SOUTH LA SAVE STREET • CHICAGO. tLUNOIS E06a342ez PHONE Ma *55.2500 METHANE, COMPRESSED DOT: UN 1971 HAZ.CL.: Division 2.1 LABEL: Flammable Gas September 1991 24 Hour Emergency Phone Numbers: (504) 673-8831; CHEMTREC (800) 424-9300 SECTION -I --PRODUCT IDENTIFICATION CHEMICAL NAME: Methane COMMON NAME AND SYNONYMS:. Methane, Marsh Gas, Methyl Hydride CHEMICAL FAMILY: Alkane FORMULA: 1 MATERIAL SECTION V--HEALTH HAZARD DATA. Route(s) of Entry: Inhalation? Yes Skin? Yes Ingestion? No EFFECTS OF OVEREXPOSURE: Inhalation: Effects of exposure to high concentrations so as to displace the oxygen in the air necessary for life are headache, dizziness, labored breathing and eventual unconsciousness. Carcinogenicity: NTP? No IARC Monographs? No OSHA? No Persons in ill health where such illness would be'aggravated by exposure to methane should not be allowed to work with or handle this product. EMERGENCY AND FIRST AID PROCEDURES: If Inhaled: Conscious persons should be assisted to an uncontaminated area and inhale fresh air. Quick removal from the contaminated area is most important.' Unconscious persons should be moved to an uncontaminated area, given assisted respiration and supplemental oxygen. Further treatment should be symptomatic and supportive. •;' i. • .214811r, •.••.. PAGE t No. 184 .40 Forth S2.831167 R.,, Alen -SUPPLEMENTAL SHEET - HYDROGEN SULFIDE MATERIAL SAFETY DATA SHEET SECTION III ---PHYSICAL DATA (Continued) APPEARANCE AND ODOR: Shipped and stored as a liquid under its own vapor pressure. Vapor is colorless with a characteristic "rotten egg" odor. • SECTION V.—HEALTH HAZARD DATA (Continued) EMERGENCY AND FIRST AID PROCEDURES: If Inhaled: Extreme fire hazard when rescuing semiconscious or un- conscious persons due to flammability of hydrogen sulfide. Avoid use of rescue equipment which might contain ignition sources or cause static discharge. Move affected person to an uncontaminated area. If breathing has stopped, give assisted respiration. en or a mixture of 5Z carbon dioxide in oxygen should be administered b a qualified person. Keep victim warm and calm. Seek immediate medical assistance. Further treatment should be symptomatic and supportive. Skin or Eye: Flush affected areas with copious quantities of water. If in eye, part eyelids with finger to assure complete flushing. Iti • • • No guaranty is made as to the accuracy of any data or statement contained herein. While this material is furnished in good faith, NO WARRANTY EXPRESS OR IMPLIED, OF MERCHANTABILITY, FITNESS OR OTHERWISE IS MADE. This material is offered only for your consideration i veri- fication and Liquid Carbonic shall not in any event be liable for special, incidental or consequential damages in connection with its publication. investigation and R • PACE 3 i • MATERIAL SAFETY DATA SHEET LIQUID CARBONIC t35 SOUTH LA SALLE STREET • CHICAGO. ILLINOIS 60603-4262 PHONE (312) 655-2500 ULFUR DIOXIDE, LIQUEFIED T: UN 1079 .CL.: Division 2.3 EL: Poison Gas November 1991 24 Hour Emergency Phone Numbers: (504) 673-8831; CHEMTREC (800) 424-9300 SECTION I --PRODUCT IDENTIFICATION CHEMICAL NAME: ,COMMON NAME AND CHEMICAL FAMILY: MATERIAL Sulfur Dioxide Sulfur Dioxide SYNONYMS: Sulfur Dioxide, Liquefied.-fD.O.T.); Sulfurous Acid Anhydride FORMULA: so2 Inorganic Acid BOILING POINT (°F.): VAPOR PRESSURE: VAPOR DENSITY (AIR=1): SOLUBILITY IN WATER: APPEARANCE AND ODOR: SECTION I•I--HAZARDOUS INGREDIENTS VOLUME % CAS NO. 1991-1992 ACGIH TLV UNITS 99+ 7446-09-5 TWA = 2 Molar PPM OSHA 1989TWA SEL = 5 Molar PPM •'' 2 Molar PPM OSHA 1989 STEL = 5 Molar•PPM :' SECTION III --PHYSICAL DATA 14 SPECIFIC GRAVITY (H2O=1):-1.46 (14/6010 @ 70°F = 49.1 psia % VOLATILE BY VOLUME: 99+ @ 70°F = 2.26 EVAPORATION RATE (BUTYL ACETATE=1): Un- Soluble Colorless liquid or gas with highly irritatin known odor of burning sulfur. g; pungent SECTION IV --FIRE AND EXPLOSION.HAZARD DATA FLASH POINT (METHOD USED): NIA FLAMMABLE LIMITS: N/A EXTINGUISHING MEDIA: Nonflammable Gas SPECIAL FIRE FIGHTING PROCEDURES: If containers are exposed to a fire, safely relocate or keep cool with water spray. Self-contained breathingapparatus protective clothing may be required as well as as-ti ht e e io.and gas -tight y protection. UNUSUAL FIRE AND EXPLOSION HAZARDS: Water reacts with this gas to form a • corrosive acidic mist or spray. LEL UEL Yes Ingestion? No EFFECTS OF OVEREXPOSURE: Inhalation: No OSHA? No lower respiratory tracts. Also lac Corrosive and irritating to the upper and rymation,•cough, labored breathing, excessive salivary and sputum formation. Skin and as with any inorganic acid. Persons in ill health ywhere osuch iillnessve andiwould tbee aggravated by exposure to sulfur dioxide should not be allowed to work with or handle this product. EMERGENCY AND FIRST AID PROCEDURES: If Inhaled: Remove to fresh air. If uncon- scious or breathing is difficult, administer artificial respiration with supple- mental oxygen. Keep warm and at rest. Skin or Eye: Wash affected areas with copious quantities of water for at least 15 minutes._ ing and shoes as rapidly as possible. Seek medical helRemoveor eye tin contaminated csrns: "acid" Route(s) of Entry: InhSECTION -- alation?V YesALTSkin?ARD DATA Carcinogenicity: NTP? No IARC Monographs? • •'+' • 2t1:, • ' t u:.:0 t • + ifi (fjir;; "�• ia5) 321t>Rir, 't i. . :.itlis :.• .. yam. •a.Y No. 222 �TASI fiTY: UNS?AgLE ( ) STABLE ( x ) S'ECTION VI --REACTIVITY DATA INDITIONS TO AVOID: •ATABILITY (MATERIALS TO AVOID): %ZARDOUS DECOMPOSITION PRODUCTS: IZARDOUS POLYMERIZATION: MAY OCCUR OND TIONS TO AVOID: Reaction with water will form sulfurous acid. Strong oxidizers (fluorine, peroxides, etc.). Forms explosive chlorine with chlorates. Since SO2 boils at 14°F, gaseous SO2 vapor is nearly always present. (• ) WON'T OCCUR ( x ) Avoid the. use of zinc or galvanized metal . SECTION VII--SPILL OR LEAK PROCEDURES TEPS TO BE TAKEN INCASE MATERIAL IS RELEASED OR SPILLED: 'acuate all personnel from affected area, use self-contained breathing apparatus :ventilate area to less than TWA before entering contaminated area to stop leak r retrieve leaking cylinder. Use chemical protective boots and clothing if there the potential for contact with the moist gas or acid. Position container so ask is at top so that gaseous SO2 escapes. SO2 can be vented into an alkaline )lution such as 5Z sodium hydroxide for neutralization. 1STE DISPOSAL METHOD: : the gas can not be vented into a neutralizing alkaline solution, provide venti- ition for dilution and dispersion. Avoid low lying, stagnant areas as gas is Javier than air. Follow all federal. state and local regulations. SECTION.VIII--SPECIAL PROTECTION INFORMATION :SPIRATORY PROTECTION: Self-contained breathing apparatus in event of leak IVTILATION: LOCAL EXHAUST ( X ) To prevent MECHANICAL (GENERAL) ( X ) for -sulfur dioxideation above the TWA • ,OTECTIVE GLOVES: Chemical protective EYE PROTECTION: HER PROTECTIVE EQUIPMENT: Safety shoes, safety shower, ewash "fountain.' In event of leak, rubber suit, boots and full face shield. SECTION IX --SPECIAL PRECAUTIONS ECAUTIONS TO BE TAKEN IN HANDLING AND STORING: otect cylinders against physical damage. Store in cool, dry, well -ventilated ea. Do not allow area where cylinders are stored to exceed 125F. Use a check Ive or trap in the sulfur dioxide discharge line to prevent hazardous backflow to cylinders. Cylinders should be stored upright to prevent falling or being 3cked over. Valve protection caps must remain in place when cylinder is not in a. {ER PRECAUTIONS: '- only DOT or ASME coded containers. Containers must not be recharged except or with the consent of Liquid Carbonic. For additional information refer to . Bulletins G-3 "Sulfur Dioxide" and P-1 "Safe Handling of Compressed Gases in stainers." SO2 cylinders have 165°F fusible metal plug safety devices. .fur dioxide is a toxic chemical and subject to the reporting requirements of - A, Title III,, Section 313. 'A 704 NO. for sulfur dioxide = 2 0 0 ty is made as to the accuracy of an Safety goggles or glasses in good faith, NO WAR y data ,• statement contained herein. While this material EXPRESS OR IMPLIED, OF MERCHANTABILITY, FITNESS OR rHERWISE 1S MADE. This material is offered only for your consideration, investigation and verification d Liquid Carbonic shall not in any event be liable for special, incidental or consequential damages in nnection with its publication. • 1 No. 222 Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 55 Continuous monitoring for methane and hydrogen sulfide. Standard for Compliance: Documented in contractor/subcontractor supplemental general conditions. Method of Verification: Contractor specifications check. Timing of Verification: Ongoing throughout site preparation and construction. Responsible Party(ies): Applicant; Planning Director or designated representative. Verification Date: City of Newport Beach Verification Approved on: Approved by: Signature: LQb C \Users\pen1Documents\Hoag LC Landscape MMP.doc 52 �G*cSt1-Z 7 • • • HOAG MEMORIAL HOSPITAL PRESBYTERIAN SUPPLEMENTARY AGREEMENT BETWEEN OWNER AND CONTRACTOR February 2006 EDITION The following terms and conditions are supplementary to the Master Agreement Between Owner and Contractor, dated March 31, 2004, (January 2005 Edition), including the Conditions, General, Supplementary and other Conditions, of the Contract (herein after the "Master Agreement"). Upon receipt of a written authorization, the conditions and exhibits described below will modify the Master Agreement for the scope and extent of the project identified below only. It is agreed that the terms and conditions set forth in the Master Agreement are a part of this document and are in full force and effect as if incorporated herein, except as modified. Where inconsistencies exist between the Master Agreement and the authorized Supplementary Agreement, the conditions and exhibits included in the Supplementary Agreement shall govern. Date: Hoag Project Number: 125889 Hoag Project Name: Lower Campus Slope and PCH Screen Landscape Owner: Hoag Memorial Hospital Presbyterian 500 Superior Ave., Suite 300 Newport Beach, California 92663 Federal Express Address: Hoag Memorial Hospital Presbyterian Facilities Design and Construction 500 Superior Avenue, Suite 300 Newport Beach, CA 92663 Contractor: Contractor Company Name Street Address And Suite City, State Zip The Architect: Rabben/Herman Design Office 833 Dover, suite 9 Newport Beach, CA 92663 Owner's Representative: Gregg Zoll, Senior Project Manager Facilities Design & Construction Department Hoag Memorial Hospital Presbyterian 500 Superior Avenue, Suite 300 Newport Beach, California 92663 Architect's Project No.: Architect project number or N/A • • • EXHIBIT J SUPPLEMENTAL GENERAL CONDITIONS 1. TEMPORARY FACILITIES. Electrical power and water for construction purposes will be available at the jobsite. Contractor shall provide and pay for any telephones and/or radios required for his own use during entire construction period. Owner shall provide and pay for temporary water and power, but Contractor is responsible for distribution of water and power from the Owner's point of connection. Contractor shall obtain and pay for temporary toilets and dumpsters, and shall have them removed at the completion of the Work. 2. OFFICE AND STORAGE BUILDINGS. The Contractor shall provide and maintain, if appropriate, a suitable office as may be required for use by himself and shall provide access for Architect, Engineer and Hoag's Project Manager at all times. Keys for same shall be provided to Hoag Security Services Department. 3. PROTECTION. The Owner does not assume any responsibility, at any time, for the protection of the new work, or for loss of materials through theft or vandalism from the time that the Project operations have commenced until the entire completion and acceptance of the Project by the Owner. Such protection shall be provided by the Contractor, and the cost thereof shall be included in the Contract Sum. 4. HANDLING MATERIALS. The Contractor and each Subcontractor shall be responsible for the proper care and protection of its own materials, equipment, etc., delivered to the site. When any room, space or area in the building is used as a shop, storeroom, etc., the one making use of same will be held responsible for repairs, patching and cleaning arising out of such use. 5. ASBESTOS NOTIFICATION AND DISCLOSURE. The Contractor and each Subcontractor must sign the Asbestos Notification and Disclosure Statement (see Exhibit K to the Agreement) and return it to the FD&C Project Manager prior to commencing the Project. 6. DAILY FIELD REPORTS AND INSPECTION SHEETS. The Contractor's field personnel shall maintain the "Daily Inspection Sheets" for Interim Life Safety Measures For Construction Projects using the Hoag form. In addition, the Contractor shall submit weekly copies of the above Daily Inspection Reports and copies of the Contractor's Daily Field Report to the FD&C Project Manager. (see Exhibit K.3 to the Agreement) 7. LIFE SAFETY/FIRE DRILL EVALUATION FORM. Refer to the completed "Construction Site Life Safety / Fire Drill Evaluation Form" (see Exhibit K.2) for requirements for fire drills for this Project. Note: This form is to be completed by the Contractor, Architect and Owner prior to commencement of construction and be approved by Hoag's Safety Officer. 8. INTERIM LIFE SAFETY MEASURES. The Contractor and its Subcontractors shall conform to the "Interim Life Safety Measures" (ILSM) and other safety procedures that may be established by the Owner from time to time during the course of construction. (see Exhibit K.1) 9. PROJECT CLOSEOUT MANUAL. The Contractor shall provide the Owner with three (3) project closeout manuals upon completion of the work. 10. CONTRACTOR EMPLOYEES. Employees of Contractor and Subcontractors shall wear a Hoag "contractor" badge at all times when working on the Project. The badge must be clearly visible. 11. CONTRACTOR SUPERVISOR TRAINING. The Contractor's and subcontractor's supervisory staff are required to attend one two-hour training class conducted by Hoag Hospital that will provide general instruction on the rules for conducting work in and around an operating hospital. The training will include topics such as: general conduct, fire and disaster response, general safety, emergency conditions, security, interim life safety measures, infection and dust control, noise and vibrations, hazardous materials, wall, floor and ceiling penetrations, and utility shutdowns. Each field supervisor at the crew foreman level and above is required to attend one class per year. Group classes will be conducted periodically by Hoag FD&C. The classes are not intended to replace safety training that is required by the Contractor and the subcontractor as part of its training or safety programs, or education required by law. 12. SMOKING. Smoking at entrances to the building and adjacent to construction is in violation of Hoag Hospital policy. There will be no smoking at the job site except in designated areas. The Contractor, its subcontractors, suppliers, etc., smoking in a non -designated area will be asked to leave the premises and will not be allowed to return to the project. 13. NOISE AND VIBRATIONS. Due to the close proximity of Hoag employees and patients to the construction area, due care shall be taken by the Contractor to minimize noise, pollution or other disturbances to these employees and patients. These disturbances may require the Contractor to work at night, weekends or non-standard hours. If the Contractor is asked to stop work due to these disturbances, no additional compensation, either monetary or time delay, shall be accepted by the Owner. Roto-hammer drill, and jackhammer use is specifically prohibited without prior approval of Hoag Hospital, and, depending on location and duration, may be prohibited. 14. FALSE FIRE ALARMS. The General Contractor shall be responsible for ensuring the fire detection and alarm systems are correctly secured against false activation. Failure to do so may result in the false activation of these systems. Hoag Memorial Hospital Presbyterian is financially responsible to the City of Newport Beach for false activation of the fire detection and alarm systems. The Contractor shall pay to the Owner $500.00 per activation for any activation of the fire detection and alarm system caused by the failure of the Contractor to take adequate precautions to prevent such activation. 15. FIRE ALARM, DETECTION AND SUPPRESSION SYSTEMS. Reference is made to Exhibit K.1 of the Agreement. During the performance of the Work, the Contractor must ensure that fire alarm, detection, and suppression systems are not impaired. A temporary, but equivalent, system acceptable to the OSHPD and local fire marshal shall be provided when any fire system is impaired. Temporary systems must be inspected and tested monthly. In some situations, it may be necessary for the Contractor to provide Fire Watch when one or more of the fire alarm, detection, and suppression systems are disabled. NOTE: The Life Safety Code, NFPA 101, 1997 edition, requires that the municipal fire department (or applicable emergency forces group) is notified and a fire watch is provided whenever an approved fire alarm or automatic sprinkler system is out of service for more than four hours in a 24-hour period in an occupied building. The Contractor shall, at its own expense, design, submit, obtain approval, and install temporary fire alarm, detection, and suppression systems, or provide Fire Watch, to satisfy the requirements of Governmental Agencies when existing systems are disabled during performance of the Work. 16. ASBESTOS ABATEMENT AND LEAD -BASED PAINT ABATEMENT WORK. Notwithstanding any language to the contrary in Exhibit K, Contractor's Work may specifically include the abatement of asbestos -containing and lead -containing materials as described by the Contract Documents. In performing such asbestos abatement work, and any and all abatement work associated with lead -containing materials, Contractor and any subcontractor performing the actual abatement work shall comply with all applicable licensing, health and safety and notice laws, OSHA regulations and all other applicable laws, rules, regulations, statutes and ordinances • • • governing the abatement, transportation and disposal of asbestos -containing materials and lead - containing materials. 17. LEGAL REQUIREMENTS. The Contractor shall comply with all laws, rules, regulations, building codes, orders, decrees and all other legal requirements of any local, state or federal governmental agency or authority for the Project including OSHPD, OSHA, Cal -OSHA, seismic requirements and the Americans with Disabilities Act (collectively the "Legal Requirements"). 18. PAYMENT FOR MATERIALS AND EQUIPMENT. Delete article 9.3.2 of the General Conditions in its entirety, and insert the following. 9.3.2 Payments may be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work upon the Owner's written approval in advance of the Application for Payment. The Owner's approval shall not be unreasonably withheld. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the actual value of the materials or equipment evidenced by invoices from the supplier or manufacturer, Owner's title to such materials and equipment or otherwise protect the Owner's interest, and shall include applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. Such materials shall be (1) protected from conversion, destruction, theft and damage to the satisfaction of the Owner, (2) specifically marked for use on the Project, and (3) segregated from other materials at the storage facility. If payment for off site stored materials or equipment is requested, the Contractor shall pay the reasonable travel expenses and fees of the Architect, Engineer, and Owner's Representative for travel and time to inspect materials stored at off site locations more than ten (10) miles from the project site. Materials or equipment paid for and stored off site for more than six months will be required to be re -inspected bi-annually. 19. CONTRACTOR DRESS CODE MINIMUM REQUIREMENTS. Hoag Hospital contractors are to maintain a professional workman -like appearance and give patients, staff, and visitors a sense of safety and security. All Hoag contractors and subcontractors are required to abide by the following dress code and safety standards. a. Contractors will be required to wear sleeved shirts with their company logo imprinted on the shirt. The shirts are to be navy blue or dark blue in color and tucked in trousers. b. Shirts will be fitted to the person's body type. Oversized shirts are prohibited. c. Long pants will be worn at all times. Shorts of any kind are prohibited. d. Pants will be worn at waist level. Oversized pants will be prohibited. e. Construction work boots or shoes with heavy soles will be worn at all project sites. f. All headgear will be worn as designed in the proper orientation on the head. This includes hard hats and ball caps (i.e. not backwards). g. Hoag Hospital issued contractor badges are to be worn and visible at all times. h. The dress code applies on all Hoag Hospital and Hoag Health Center projects. Violation of the dress code at work sites will result in temporary suspension from the job site. Repeated violations will result in removal from Hoag projects. 20. CONTRACTOR COMPLIANCE WITH PROJECT MITIGATION MEASURES. Contractor working for Hoag Hospital are to comply with the following Mitigation Measures. a. MM — 49: In the event that hazardous waste is discovered during site preparation or construction, the Project Sponsor shall ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5), standards established by the California Department of Health Services, Office of Statewide Health Planning and Development, and according to the requirements of the California Administrative Code, Title 30 Chapter 22. • • • b. MM - 55: Continuous monitoring for methane and hydrogen sulfide. c. MM — 74: During construction, Project Sponsor shall ensure that an explosimeter is used to monitor methane levels and percentage range. Additionally, construction contractors shall be required to have a health and safety plan that includes procedures for worker/site safety for methane. If dangerous levels of methane are discovered, construction in the vicinity shall stop, the City of Newport Beach Fire Department shall be notified and appropriate procedures followed in order to contain the methane to acceptable and safe levels. d. MM — 111: The Project Sponsor shall ensure that all intent combustion engines associated with construction activities shall be fitted with properly maintained muffler and kept in proper tune. e. MM: SC 3.4-1: During construction, the Applicant shall ensure that all noise -generating activities be limited to the hours of 7:00 AM to 6:30 AM on weekdays a'nd 8:00 AM to 6:00 PM on Saturdays. No noise -generating activities shall occur on Sundays or national holidays in accordance with the City of Newport Beach Noise Ordinance. .Hoag Memorial Hospital Presbyterian Master Plan Update Project Mitigation Monitoring and Reporting Program • • Hoag Hospital Project: Lower Campus Landscape Enhancement Project Mitigation Measure: 56 A study of other hazardous constituents that may be present in quantities that pose a health risk to exposed individuals shall be prepared and evaluated prior to the initiation of the project. The constituents studied shall include compounds that are directly related to petroleum, such as benzene and toluene. Standard for Compliance: Method of Verification: Timing of Verification: Responsible Party(ies): Verification Date: City of Newport Beach Verification Approved on: Tfi/�i Approved by: Signature: Approval of study of hazardous constituents. Documentation of approved hazardous constituents study. Prior issuance of a grading permit. Applicant; Planning Director or designated representative. C:W serstpen1DocumentsW oag LC Landscape MMP.doc 53 Pc- r. • • • i HAZARDOUS CONSTITUENTS MITIGATION MEASURE #56 HOAG MEMORIAL HOSPITAL PRESBYTERIAN LOWER CAMPUS SLOPE & PCH SCREEN LANDSCAPE NEWPORT BEACH, CA L President Prepared by Prepared for: Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 Attn.: Mr. Gregg Zoll July 20, 2009 Project No. 3794 GEOSCIENCE ANALYTICAL, INC. Established March 1981 Geochemical, Environmental & Litigation Consultants `, • GeoScience Analytical, Inc. "established March 1981" 608 HAILEY COURT SIMI VALLEY, CA 93065 (805) 526-6532 FAX 526-3570 EMAIL GEOSCIIO@AOL.COM July 21, 2009 Mr. Greg Zoll Project Manager Facilities Design & Construction Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 RE: Lower Campus Slope & PCH Screen Landscape - Mitigation Measure #56 Dear Mr. Zoll: Hoag Hospital Master Plan Project Mitigation Measures #56 states: 'A study of other hazardous constituents that may be present in quantities that pose a health risk to exposed individuals should be evaluated prior to the initiation of the project. These may include compounds that are directly related to petroleum, such as benzene and toluene. Soils within the location proposed for the Lower Campus Slope & PCH Screen Landscape Hoag Memorial Hospital Presbyterian have been evaluated for the presence of hazardous constituents including methane, hydrogen sulfide, aromatic hydrocarbons and heavy metals. A report entitled "Lower Campus Slope & PCH Screen Landscape — Hoag Memorial Hospital Presbyterian Mitigation Measure #56" has been completed and attached hereto. This report and mitigation plans are being submitted to comply with requirements imposed by the mitigation measure. Sincerely yours, Environmental Audits Hazardous Gas Mitigation Litigation Consulting Petroleum Geochemistry • • • CONTENTS 1. Contractor's Disclaimer . 4 2. Executive Summary . 2.A. Site History 2.B. Aromatic Hydrocarbons & Title 22 CAM Metals in Soil 3. Summary . 4. Findings . 5. Analytical Protocol S.A. Laboratory Analyses 5.A.1. Aromatic Hydrocarbons (BTEX) . 5.A.2. Title 22 CAM Metals . 7 8 9 . 10 . 11 6. Results and Discussion . 12 • • 3 7. Mitigation . . 13 8. Tables and Figures 8.A. Figure 1: Site Plan/Soil Boring Locations 8.B. Table 1: Aromatic Hydrocarbons in Soil 8.C. Table 2: Title 22 CAM Metals in Soil . 9. Appendices. 9.A. Appendix I: Text of Mitigation Measure No. 56 9.B. Appendix II: Chain -of -Custody, QA/QC and Analytical Results. . 14 • • • CONTRACTOR'S DISCLAIMER PROFESSIONAL SERVICES HAVE BEEN PERFORMED BY GEOSCIENCE ANALYTICAL, INC. USING THAT DEGREE OF CARE AND SKILL ORDINARILY EXERCISED, UNDER SIMILAR CIRCUMSTANCES, BY REPUTABLE GEOCHEMISTS PRACTICING IN SOUTHERN CALIFORNIA. NO OTHER WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO THE INFORMATION AND ADVICE INCLUDED IN THIS REPORT. WE HAVE NOT INSPECTED OR PASSED JUDGMENT UPON THE WORK OF ANY OIL COMPANY, THEIR CONTRACTORS OR THEIR SUBCONTRACTORS, IN CAPPING OIL OR GAS WELLS LOCATED ON THE SUBJECT PROPERTIES WHICH ARE IDENTIFIED IN THIS REPORT. WE HAVE NOT REVIEWED ANY PUBLIC OR PRIVATE RECORDS, IN SEARCH OF THE EXISTENCE OR LOCATION OF OTHER OIL OR GAS WELLS, HIDDEN, VISIBLE, OLD OR INADEQUATELY CAPPED, WHICH MIGHT BE LOCATED ON OR NEAR THE SUBJECT PROPERTY, WHETHER SUCH WELLS MIGHT BE KNOWN OR UNKNOWN TO THE CALIFORNIA DIVISION OF OIL, GAS AND GEOTHERMAL RESOURCES. WITHOUT IN ANY WAY LIMITING OR QUALIFYING THE FOREGOING, BY REQUESTING OR RELYING UPON THIS REPORT, YOU WILL BE DEEMED TO ACKNOWLEDGE: (1) WE ARE NOT TO BE HELD LIABLE BY YOU, OR ANY PARTY CLAIMING THROUGH YOU, OR ANY PERSON INJURED UPON THE PROPERTY, FOR ANY LOSS, COST, LIABILITY, EXPENSE, ATTORNEYS FEES AND COSTS, OR CONSEQUENTIAL DAMAGES OCCURRING AS A RESULT OF ERRORS OR OMISSIONS ON THE PART OF THE STATE OF CALIFORNIA, THE CITY OF NEWPORT BEACH, THE REDEVELOPMENT AGENCY OF THE CITY OF NEWPORT BEACH, OR ANY OIL COMPANY, OR THEIR CONTRACTORS OR 5 • • • SUBCONTRACTORS IN CAPPING THE OIL OR GAS WELL(S) IDENTIFIED IN THIS REPORT, OR: (2) AS A RESULT OF BREAKAGE OF OR SEEPAGE FROM UNDER THOSE OIL OR GAS WELL CAPS, OR AS A RESULT OF THE MIGRATION AND SUBSEQUENT EXPLOSION OF BIOGENIC GAS, AS A RESULT OF EARTH -SHAKING ASSOCIATED WITH EARTHQUAKES, EXPLOSIONS, EXCAVATION, DEMOLITION, SEISMIC VELOCITY TESTING, SOIL TESTING, WELL DRILLING OR THE LIKE; AND (3) WE HAVE DISCLOSED TO YOU THAT, IN OUR OPINION AS PROFESSIONAL GEOCHEMISTS, IT IS UNWISE TO BUILD STRUCTURES OR PAVED SURFACES OVER ABANDONED OIL OR GAS WELLS, OR WITHIN A HIGH POTENTIAL METHANE ZONE, GIVEN THE RISKS DESCRIBED IN (2) ABOVE, WITHOUT SATISFACTORY MITIGATION. FURTHERMORE, THE INFORMATION CONTAINED HEREIN IS SUBMITTED FOR THE SOLE AND EXCLUSIVE USE OF HOAG MEMORIAL HOSPITAL PRESBYTERIAN AND THE CITY OF NEWPORT BEACH AND SHALL NOT BE DISCLOSED OR FURNISHED TO ANY OTHER ENTITY, CORPORATION, OR THIRD PARTY, FOR PURPOSES OUTSIDE THE SPECIFIC SCOPE AND INTENT OF THIS CONTRACT, WITHOUT THE EXPRESS WRITTEN CONSENT OF GEOSCIENCE ANALYTICAL, INC. ANY UNAUTHORIZED DISSEMINATION OR REUSE OF THIS DOCUMENT WILL BE AT THE USER'S SOLE RISK AND WITH THE CONDITION THAT GEOSCIENCE ANALYTICAL, INC. BE HELD HARMLESS FROM ANY AND ALL CLAIMS FOR LOSSES OR DAMAGES AND EXPENSES ARISING OUT OF OR RESULTING FROM SUCH UNAUTHORIZED DISCLOSURE OR REUSE. ONLY LIMITED SAMPLING AND CHEMICAL ANAYSES WERE INCLUDED IN THIS ASSESSMENT. IN THE EVENT ANY CONDITIONS DIFFERING FROM, OR ADDITIONAL TO, THOSE DESCRIBED IN THIS 6 ASSESSMENT ARE ENCOUNTERED AT A LATER TIME, GEOSCIENCE ANALYTICAL, INC. RESERVES THE RIGHT TO REVIEW SUCH CONDITIONS AND TO MODIFY, AS APPROPRIATE, THE ASSESSMENTS AND ANY CONCLUSIONS PROVIDED IN THIS REPORT. i • 7 • • • EXECUTIVE SUMMARY At the request of Hoag Memorial Hospital Presbyterian ("Client"), GeoScience Analytical, Inc. has conducted a soil gas evaluation as required by Mitigation Measure 56 (see Appendix I) of the Lower Campus Slope & PCH Screen Landscape Project on property proposed for screen landscaping on the Lower Campus located immediately north of the intersection of Hoag Drive and West Coast Highway and on the south of a cut slope which is immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 1). SITE HISTORY The Lower Campus property has been known to contain methane and hydrogen sulfide in the near surface soils for several decades. Groundwater seepage on a part of the site north of the intersection of Hoag Drive and West Coast Highway also occurs. The source of the water is thought to be groundwater seepage along the contact between the terrace materials which overlie the Monterey Formation bedrock. The Monterey Formation is most likely the source of the methane and hydrogen sulfide gases which are being produced from various sand horizons. Hydrogen sulfide is acidic and in the presence of oxygen may be converted to sulfuric acid. In 1976, three gas extraction wells were installed along West Coast Highway on the Lower Campus. The gas from these wells currently is extracted with a suction pump system and flows through a series of pipes into a burner. In 1989, two of the extraction wells were relocated to allow for the widening of West Coast Highway. The existing gas extraction system serves as partial mitigation to a potentially hazardous situation for the subject property and, to a much larger extent, the surrounding public and private properties offsite. In the absence of the gas extraction system, potentially hazardous and noxious concentrations of hydrogen sulfide and methane would vent naturally into the atmosphere and structures. The chemically reactive hydrogen sulfide could additionally create elevated concentrations of corrosive chemical agents which may negatively impact site development. AROMATIC HYDROCARBONS AND TITLE 22 CAM METALS IN RELATION TO PROPOSED STRUCTURES Characterization of the site with respect to aromatic hydrocarbons, including those related to petroleum such as benzene, and Title 22 CAM metals has not identified the presence of hazardous materials or excess residual hazardous substances for disposal purposes. • • 9 • • SUMMARY At the request of Hoag Memorial Hospital Presbyterian, GeoScience Analytical, Inc. has conducted a Phase II Environmental Audit on property proposed for construction of the Hospital's (Lower Campus) Slope & PCH Screen Landscaping. This study has been undertaken to satisfy mitigation measure 56 contained in Mitigation Measures of the Hoag Hospital Master, Plan Project E.I.R. which requires soil testing for the presence of petroleum related chemicals, such as benzene (see Appendix I). Mitigation measure 56 establishes that "A study of other hazardous constituents that may be present in quantities that pose a health risk to exposed individuals should be evaluated prior to the initiation of the project. These may include compounds that are directly related to petroleum, such as benzene and toluene." No unacceptable levels of hazardous constituents have been identified under the scope of the subject investigation. Eight (8) soil borings were advanced to depths as great as seven (7') feet below existing grade. Soil samples were collected at the bottom of each soil boring. Hoag Memorial Hospital Presbyterian, as Client, placed no constraints on the Contractor, nor did it suggest any interpretation of the data which were generated prior to completion of this report. Volatile aromatic compounds, including benzene, were present at or below detection limits in all cases. Title 22 regulated metals were present at low concentrations in all cases. No metals were present at concentrations above threshold levels. No hazardous materials or excess residual hazardous substances have been identified under the scope of the subject investigation. 10 FINDINGS GeoScience Analytical, Inc. has conducted a Phase II evaluation of a portion of the Lower Campus of Hoag Memorial Hospital Presbyterian. The proposed use of the site is for Slope & PCH Screen Landscaping. The property evaluated is located immediately north of the intersection of Hoag Drive and West Coast Highway and on the south of a cut slope which is immediately below the site of the Villa Balboa, Sea Faire Condominiums and the main campus of Hoag Memorial Hospital Presbyterian (see Figure 1). Eight (8) borings were advanced to depths of between four (4.0') and seven (7.0') feet below existing grade within the project boundaries and soil samples were taken for characterization of the site with respect to hazardous substances including those related to petroleum such as benzene (see Figure 2). Volatile aromatic compounds, including benzene, were present near or below detection limits in all cases. Title 22 regulated metals were present at low concentrations in all cases. No metals were present at concentrations above threshold levels. No hazardous materials or excess residual hazardous substances have been identified under the scope of the subject investigation. 11 • • • ANALYTICAL PROTOCOL Laboratory Analyses Benzene, Toluene, Ethylbenzene & Total Xylenes (BTEX) A gas chromatograph coupled with photo -ionization detection (EPA method 8021B) was used to quantify BTEX in the soil samples. Title 22 CAM Metals EPA Method 6010B was used to quantify antimony, arsenic, barium, beryllium, cadmium, chromium, cobalt, copper, lead, molybdenum, nickel, selenium, silver, thallium, vanadium, and zinc. EPA Method 7471A was used to quantify mercury. • • • 12 RESULTS AND DISCUSSION The investigation has been limited to that portion of the Lower Campus proposed for construction of Slope & PCH Screen Landscaping. Under the current investigation, eight (8) soil borings have been advanced to depths of between four (4.0') and seven (7.0') feet below grade, respectively. Borehole locations were chosen to be throughout the project boundary. Chain -of -Custody (Appendix 11) was maintained throughout the investigation. Soil samples were collected at selected intervals and analyzed for aromatic hydrocarbons and Title 22 CAM metals. Volatile aromatic compounds, including benzene, were present near or below detection limits in all cases. Title 22 regulated metals were present at low concentrations in all cases. No metals were present at concentrations above threshold levels. All aromatic hydrocarbons were present below detection limits at all depths. Trace concentrations of CAM metals were identified in each of the sampling intervals at low concentrations in all cases. These concentrations do not pose a health risk and are significantly below regulated threshold levels. No hazardous materials or excess residual hazardous substances have been identified underthe scope of the subject investigation. 13 1 • • • MITIGATION No mitigation is recommended with respect to Title 22 CAM metals or volatile aromatic hydrocarbons. • • FIGURE 1 • LEGEND (—)Soil Boring Location . .,IJ N GEOSCIENCE ANALYTICAL, INC. 608 Hailey Court Simi Valley, CA 93065 TEL. (805) 526-6532 FAX: 526-3570 SHEET TITLE: SITE PLAN JOB NO. 3794 PROJECT: LOWER CAMPUS SLOPE & PCH LANDSCAPE SCREENING HOAG MEMORIAL HOSPITAL PRESBYTERIAN ONE HOAG DRIVE NEWPORT BEACH, CA 92658 DWN. BY: LJ P CHKD BY: FER DATE: 07/17/09 No G hoag.lower.campus.07179 • TABLE 1: AROMATIC HYDROCARBONS IN SOIL (PPM VN) Soil Boring No. and Depth Analyte SB-1 SB-2 SB-3 SB-4 SB-5 SB-6 SB-7 SB-8 7.0' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' Benzene <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 Toluene <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 Ethylbenzene <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 Total Xylene <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 reHOAG.LOWER.CAMPUS. LANDSCAP E.mm#56.03305 • • TABLE 2: TITLE 22 METALS IN SOIL (PPM VN) Analyte Soil Boring No. and Depth Title 22 TTLC Threshold Level SB-1 SB-2 SB-3 SB-4 SB-5 SB-6 SB-7 SB-8 7.0' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0' Antimony 500.0 1.4 0.6 ND ND 1.6 1.5 1.2 0.9 Arsenic 500.0 4.1 2.9 1.6 2.6 3.9 6.1 5.6 5.1 Barium 10,000.0 44.4 51.4 48.2 39.3 85.7 73.4 79.7 164.0 Beryllium 75.0 ND ND ND ND ND ND ND ND Cadmium 100.0 1.0 0.6 0.7 ND 1.4 1.3 0.9 2.0 Chromium 2,500.0 13.0 7.2 7.3 4.7 20.9 29.7 32.8 30.4 Cobalt 8,000.0 6.3 3.6 4.4 1.9 9.1 4.4 3.5 6.1 Copper 2,500.0 10.0 5.1 5.1 2.8 20.6 32.8 36 32.3 Lead 1,000.0 3.7 1.9 1.6 1.2 6.6 3.3 2.5 2.3 Mercury 20.0 ND ND ND ND ND 0.1 0.06 ND Molybdenum 3,500.0 1.0 2.1 1.8 1.5 ND 7.8 6.7 4.6 Nickel 2,000.0 9.7 4.9 5.3 2.7 19.3 17.8 13.7 38.4 Selenium 100.0 ND ND ND ND ND 3.3 4.6 3.2 Silver 500.0 ND ND , ND ND ND ND ND ND Thallium 700.0 ND ND ND ND ND ND ND ND Vanadium 2,400.0 31.8 19.7 21.3 12.8 35.5 33..8 36.8 34.3 Zinc 5,000.0 42.9 28.4 31.2 13.7 67.6 56.9 54.4 87.9 reHOAG.lower.campus.Iandscape.mm#56.072198 • • • APPENDIX I TEXT OF MITIGATION MEASURE 56 • • • MITIGATION MEASURE NO. 56 A study of other hazardous constituents that may be present in quantities that pose a health risk to exposed individuals should be evaluated prior to the initiation of the project. These may include compounds that are directly related to petroleum, such as benzene and toluene. APPENDIX II CHAIN -OF -CUSTODY, QA/QC, AND ANALYTICAL RESULTS • Ordered By A. -1I R1CA.N SC[ENTFFIC LABORATORIES, '! t/'illy?j�l:rt1/ ^.20 A..S'ott ?-Rvarrurin Rd,. l: rt rilt,� 1r't. C;1 Vit.ti ib. '(i'i' i. �.� t _.,. •�j •tE' .... ,..., ;c ANALYTICAL RESULTS Site Geoscience Analytical, Inc. 608 Hailey Court Simi Valley, CA 93065- Telephone: (805)526-6532 Attn: Louis Pandolfi Page: 2 Project ID: MITIGATEN MEASURES Project Name: Hospital Newport Beach ASL Job NumberfSubmi-tted Client L 42422 07/09/2009 GEOSCI Method: 6010B/7471A, CCR Title 22 Metals (TTLC) QC Batch No: 070909-4 Our Lab I.D. 238436 238437 238438 238439 238440 Client Sample I.D. 1 2 3 4 5 Date Sampled 07/08/2009 07/08/2009 07/08/2009 07/08/2009 07/08/2009 Date Prepared 07/09/2009 07/09/2009 07/09/2009 07/09/2009 07/09/2009 Preparation Method Date Analyzed 07/09/2009 07/09/2009 07/09/2009 07/09/2009 07/09/2009 MliDatrix Soil Soil Soil Soil Soil Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg ilution Factor 1 1 1 1 1 'Analytes PQL' Results Results Results Results Results AA Metals _. Mercury '0.0500 - ND ND - ND -rt ND- ND -- --- ICP Metals Antimony 0.500 _ 1.42 0.613 ND ND 1.64 Arsenic 0.250 4.08 2.91 1.61 2.57 3.94 Barium 0.500 44.4 51.4 48.2 39.3 85.7 Beryllium 0.500 ND ND ND ND ND Cadmium 0.500 1.01 0.640 0.697 ND 1.39 Chromium 0.500 13.0 7.24 7.26 4.66 20.9 Cobalt 0.500 6.28 3.61 4.36 1.94 9.07 Copper 0.500 10.0 5.10 5.06 2.79 20.6 Lead 0.250 3.70 1.87 1.55 1.19 6.59 Molybdenum 0.500 0.961 2.13 1.83 1.52 ND Nickel 0.500 9.66 4.94 5.32 2.65 19.3 Selenium 0.500 ND ND ND ND ND i Silver 0.500 ND ND ND ND ND Thallium 0.500 ND ND ND ND ND Vanadium 0.500 31.8 19.7 21.3 12.8 35.5 Zinc 0.500 42.9 28.4 31.2 13.7 67.6 QUALITY CONTROL REPORT QC Batch No: 070909-4 �Analytes LCS % REC LCS/LCSD % Limit AA Metals Mercury 105 80-120 -- j ICP Metals_�__ i 1 Antimony 95 80-120 Arsenic 94 80-120 • Page: 3 A.MI: RICAN SCIENTIFIC.' LABORATORII ?, .S. Sun Fernand:, J?.L, J, +.� An elrs, !'.•1 °iiNJ()C rc>J,' '2.i 1 3 s?. `r7 0 /" .a•: i.s r ^?.t.l>,Sti(1 Project ID: MITIGATEN MEASURES Project Name: Hospital ANALYTICAL RESULTS ASL Job Number Submitted 42422 07/09/2009 Client j 4 GEOSCI Method: 6010B/7471A, CCR Title 22 Metals (TTLC) QUALITY CONTROL REPORT QC Batch No: 070909-4 Analytes LCS % REC LCS/LCSD % Limit ICP Metals Barium 102 80-120 Beryllium 100 80-120 Cadmium 94 80-120 Chromium 93 80-120 Cobalt 96 80-120 Copper 97 80-120 Lead 95 80-120 Molybdenum 93 80-120 Nickel 96 80-120 Selenium 92 80-120 liver 93 80-120 Thallium 96 80-120 Vanadium 92 80-120 Zinc 106 80-120 L • Ordered By AMM>MERJCAN SCIENTIFIC LABORATORIES, L -,C 1.y a tt t t ft. t'If7! S. �.3; w Y-4:tllf I flk:.. ,:.x:22;-ti' )() "_f. A. S'ttn f't' utttr:rf fit.., f.ses rii:„G s. (.:� '• 4, i.` �fNf: ANALYTICAL RESULTS Site Geoscience Analytical, Inc. 608 Hailey Court Simi Valley, CA 93065- Telephone: (805)526-6532 Attn: Louis Pandolfi Page: 4 Project ID: MITIGATEN MEASURES Project Name: Hospital Newport Beach ASL Job Number Submitted Client-1 F GEOSCIJ 42422 07/09/2009 Method: 6010B/7471A, CCR Title 22 Metals (TTLC) C Batch No: 070909-4 Our Lab I.D. 238441 238442 238443 Client Sample I.D. 6 7 8 Date Sampled 07/08/2009 07/08/2009 07/08/2009 Date Prepared 07/09/2009 ---_- 07/09/2009 07/09/2009 07/09/2009 07/09/2009 07/09/2009 Preparation Method Date Analyzed Matrix Soil Soil Soil Units mg/Kg mg/Kg mg/Kg Dilution Factor 1 1 1 Analytes PQL Results Results Results AA Metals Mercury . 0. 0500 0.0583 0.0584 s� ICP Metals Antimony 0.500 1.51 1.20 0.888 -_- Arsenic 0.250 6.12 5.62 5.10 Barium 0.500 73.4 79.7 164 Beryllium 0.500 ND ND ND Cadmium 0.500 1.30 0.906 2.04 Chromium 0.500 29.7 32.8 30.4 Cobalt 0.500 4.37 3.48 6.10 Copper 0.500 32.8 36.0 32.3 Lead 0.250 3.30 2.49 2.31 Molybdenum o.500 7.84 6.67 4.55 Nickel 0.500 17.8 13.7 38.4 -_ -� Selenium 0.500 3.31 4.61 3.18 Silver 0.500 ND ND ND Thallium 0.500 ND ND ND Vanadium 0.500 33.8 36.8 34.3 Zinc 0.500 56.9 54.4 87.9 QUALITY CONTROL REPORT QC Batch No: 070909-4 Analytes LCS % REC LCS/LCSD % Limit AA Metals I � Mercury 105 80-120 ___j _ 1 t iCP Metals Antimony 95 80-120 Arsenic 94 80-120 L • Page: 5 AMERICAN SCIENTIFIC LABOR ATOR IES, LL,C • • f,./hromit. .4 ( .4 jf I'' s':f I " f -"*" ANALYTICAL RESULTS Project ID: MIT I GATEN MEASURES Project Name: Hospital [ ASL Job Number 42422 Submitted 1 Client 07/09/2009 t GEOSCi-1 a. Method: 6010B/7471A, CCR Title 22 Metals (TTLC) QUALITY CONTROL REPORT QC Batch No: 070909-4 Analytes LCS % REC LCS/LCSD % Limit I I , ICP Metals I Barium 102 80-120 Beryllium 1 00 80-120 Cadmium 94 80-120 Chromium_ 93 96 80-120 80-120 ____ ..._ __. .._ ... ... _ _ ___ _ . . ____ . . Cobalt Copper 97 80-120 Lead 95 80-120 . Molybdenum 93 80-120 Nickel 96 80-120 Selenium 92 80-120 ilver iiii 93 80-120 i Thallium 96 80-120 I Vanadium 92 80-120 . !Zinc 106 80-120 • • Ordered By A MER.IC A N SCIENTIFIC LABORATORIES. L.I_C' .S SIt<I..l.n�:tr:;•rics,t':;"i,rif�c Geoscience Analytical, Inc. 608 Bailey Court Simi Valley, CA 93065- ANALYTICAL RESULTS Site (Newport Beach Telephone: (805)526-6532 Attn: Louis Pandolfi Page: 6 ProjectlD: MITIGATEN MEASURES Project Name: Hospital /'rr,3:• LASL Job Number "Submitted j Client i 42422 07/09/2009 I GEOSCI j Method: 8021B, Aromatic Volatiles C Batch No: 071009-1 Our Lab I.D. 238436 238437 . 238438 238439 238440 Client Sample I.D. 1 2 3 4 5 Date Sampled 07/08/2009 07/08/2009 07/08/2009 07/10/2009 07/08/2009 /2 07/10009 07/08/2009 07/10/2009 , Prepared 07/10/2009 07/10/2009 (Date Preparation Method Date Analyzed 07/10/2009 07/10/2009 07/10/2009 07/10/2009 07/10/2009 Matrix Soil Soil Soil Soil Soil Units ug/kg ug/kg ug/kg ug/kg ug/kg Factor 1 1 1 1 1 Klution alytes PQL' Results Results Results Results Results Benzene 5.00 ND ND ND ND ND Ethylbenzene '5.00 ND ND ND ND ND Toluene (Methyl benzene) 5.00 ND ND ND ND ND Xylenes, total 10. 0 ND ND ND I ND ND_J Our Lab I.D. 238436 238437 238438 238439 238440 Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec. Surrogate Percent Recovery Bromofluorobenzene 70-120 96 93 108 103 98 Analytes Benzene Toluene (Methyl benzene) i QUALITY CONTROL REPORT QC Batch No: 071009-1 MS 1 MS DUP RPD MS/MSD MS RPD REC % REC % % Limit % Limit 104 i 103 ,f 1 102 J 102 <1 75-120 15 1 t 1 <1 75-120 15 • Ordered By _AMEI ICAN SCIENTIFIC I.W..ABORA.1O.RIES, 1-LC :'. Srtai ?'r r+,r.-i,/r! ii:/.. !.5{s Ant:e r•s /el: r,=�.{v ?w S_c�,:sif f'Lt+ , '�°,. .._ ;-".'s jar ANALYTICAL RESULTS Site Geoscience Analytical, Inc. 608 Hailey Court Simi Valley, CA 93065- Telephone: (805)526-6532 Attn: Louis Pandolfi Page: 7 Project ID: MITIGATEN MEASURES Project Name: Hospital Newport Beach ASL Job Number Submitted Client 42422 07/09/2009 GEOSCI Method: 8021B, Aromatic Volatiles QC Batch N6: 071009-1 Iiiier, Our Lab I.D. 238441 1 238442 238443 Client Sample I.D. 6 7 8 Date Sampled Date Prepared 07/08/2009 07/08/2009 07/08/2009 07/10/2009 07/10/2009 07/10/2009 Preparation Method Date Analyzed 07/10/2009 07/10/2009 07/10/2009 Matrix Soil Soil Soil Units ug/kg ug/kg ug/kg ilution Factor 1 1 1 alytes PQL Results Results Results Benzene 5.00 ND ND ND Ethylbenzene '5.00 ND ND ND Toluene (Methyl benzene) 5.00 ND ND ND Xylenes, total lo. o ND ND ND j Comment(s): 238443: Low BFB recoverage due to matrix. Our Lab I.D. Surrogates % Rec.Limit 238441 j — 238442 1 238443 % Rec. % Rec. I % Rec. Surrogate Percent Recovery Bromofluorobenzene 70-120 j 99 98 j 61 QUALITY CONTROL REPORT QC Batch No: 071009-1 Analytes MS % REC MS DUP % REC RPD % MS/MSD % Limit MS RPD % Limit I i Benzene 104 103 <1 75-120 15 Toluene (Methyl benzene) 102 102 <1 75-120 15 i • _......__ 411 1,-1 i--- C ••• AMERICAN SCIENTIFIC LABORATORIES, LLC .S L III $ Environmental Testing Services ''" 16 }`I`�" jJ 2520 N. San Fernando Road, LA, CA 90065 Tel: (323) 223-9700 • Fax: (323) 223-9500 coc# N2 51470 GLOBAL ID E REPORT: ❑ PDF ❑ EDF ❑ EDD Page' Of ASL JOB#��2 Company: 7-1 ' �,o �,�¢ �t L."(( v..,�. Report epot L. Q..JJ V c O, &-+t ANALYSIS REQUESTED Address: Project Name: Address: X ' . • t 6 �ite Address: �� ,ry arf Invoice To: J� Telephone:. g'Q S S 14 to 5 3'- Fax: •pS SIC, 3S`1 U • Address: (Q$ (-4c ��� Ck Special Instruction: Project ID: \ ` N`i v\NV4 a5 5V + 0 s (n }. �.. E-mail: tco S c.\ '� Ucva at., G 0',M PManagerojectr. .C.,+ in ., 1� vie, P.O.#: i'3665 � k.i LAB USE ONLY . SAMPLE DESCRIPTION Container(s) Matrix Preservation L' a 0o Remarks T E M Lab ID Sample ID Date Time # Type os893a I _ 1\614 (c: ( ' sd'A\ t44 9 98' Y 9 ? • --)ess V \ --: l C [ . ) . . • . - 9eay99 4 ( Ab ) • ayy! r...110 ,t . • Collected By: E,Na ,` jvt. Date 1 40 si Time Relinquished By: Date Time 'TAT Relinquished By: E , Date-1\f \ 1 Time (t ; For Laboratory JG . Cv, Date' , q _ pq Time 10 .. 10 ONormal Received By: ' Date Time Condition of Sample: ■ Rush f Whit. - Uonnrf Volinw 1 nhnrolnn• o;. . _ (`Iiont 6 9 I0 12 14 15 16 '7 DEFERRED APPROVAL HOAG HOAG MEMORIAL HOSPITAL PRESBYTERIAN HOSPITAL HEART & VASCULAR INSTITUTE 0%0%/% VOLUME: 1 ABBREVIATIONS At CIL PEUTIL NICK APPKOL 611. MEN MSOL Arno NITO 01 TAM IIM▪ MX o ver ERCll ▪ m ITU 1116. RCA CND is 03 CL OA OA 000 CONOR CORR CONCYL ImPCOESSORES MOIMI /000101011 /066 660 PICHOR MCHITECT PSI 6• 06.311 610.400 EL▪ LOC 606 BEAM BENOMMK EOLITOWE 617011 60110 6010 LIVOTET 11/66 16131.166/16 600 CIMERI CAST EDUCE CIEMOUT CADMT CPWET CEMENT 066 O 966 0.016 06016/61066 060 COCRETE 0016611 0010660 mwCOMINERITERMIR DOWNSPOUT 1330118 WgMv O 06011 061611 641011 DOM ono woe ERWIS 1600 EMI 03610616 ELECITIC EOVATKIN BERGENCY 190096 ENTRPITCE ElECTRCALPINEt EOM 1661101 O 346 616 ecnasa 1,6613 61106/116 MEW 0611600 PaCIFETUO FOLECAT'6611.e1 FLOCIR FR▪ AM 660 FIXED FIXTURE OMPHIM MMULODITOLTOR m 660 Fez • w060 100 CIBL OL 0.1.110 OIL 0111▪ 13 KS 1161 104 110.6 10▪ 0. Et IN▪ T JNI JT ROL UD▪ R 1.16 MAI MX 61( ROL LEER wax mot rat 14.▪ 6 MILL RN 1011. 611611111 OR 0501 016 CrE 01114. PC ;OW re, zIORTIWIJ ENOWCZED 0006 CDEFLATOR GLIELYMME OROUTO HOSELO N OLLONCORE 60-0100 HOLLONDETAL HORPERMER N OTYLMER 10000 WITEMME POIMONTAL HOUR 6000 HMOVICOO INSOECWIETER 611 W OKE 146611011 6006 IfTEROR JAISTOR JOIST JONI KICKPLATE 10146 alltE 1.0106100 laNIATED LORTORY POLNIE LOCKER LEER 1.06 16• 0601.680 1006 IMONRY NATERIAL WOHLY VACIBIEBOLT 10011.06 MOPOM IMEMME 16106116 10106 6170 1606 MTAL NLILLON Nom ram mar mcopnwn. NOTTOSRRE 10161 OMERREMITHED 0606.60 OBSCURE 01010 CIPOSITE PIECE 6116131 PLATEORPROFERFYLME 11-610616 /1631 RAMP PUMBLMS PLYWOOD monnox PORPT Memm.A RISER Runsaiat O 011160 Ne ¢ a ems Teat VREDD ESTwcr Mug moon Foawmo teAHrt TREAD ,1OmX°�e'X0wRm0OiE wet w5 0040 PROJECT DATA PROJECT ADDRESS BUILDING OWNER OWNER'S REPRESENTATIVE PROJECT DESCRIPTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN ONE HOAG DRIVE NEWPORT BEACH, CA. 92858 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CARY BROOKS 500 SUPERIOR AVE. SUITE 300 NEWPORT BEACH, CA. 92658 REMODEL OF EXISTING HOSPITAL TO ADD NEW HYBRID OPERATING ROOM AND ASSOCIATED SPACES, PRE-OP/PACU AREA, 1 NEW CATH. LAB, 1 REMODELED CATH. LAB, 3 NEW RECOVERY BAYS AND NEW STAFF LOCKER ROOMS. PROJECT AREA 20,821 SO. FT. PROJECT TEAM ARCHITECT & INTERIOR DESIGN... TAYLOR STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER LOW VOLTAGE TMAD TAYLOR & GAINES TSUCHIYAMA KAINO SUN & CARTER RE WALL & ASSOCIATES SPARLING FIRE PROTECTION SOUTHWEST FIRE PROTECTION PNEUMATIC TUBE....swlssLOG 2220 NORTH UNIVERSITY DR. NEWPORT BEACH, CA 92660 - CONTACT: MIKE PETERSEN 320 N. HALSTEAD ST. 2nd FLOOR PASADENA, CA 91107 CONTACT. BILL BLANCHARD 17911 VON KARMEN AVE STE. 250 IRVINE, CA 92814 CONTACT: ROGER CARTER 2842-A WALNUT AVE TUSTIN, CA 92780 CONTACT: FOREST PETERSEN 5355 MIRA SORRENTO PLACE, STE 850 SANDIEGO, CA 92121 CONTACT: JEFF HENNINGER 215 E EL SUR ST. MONROVIA, CA 91016 CONTACT: BOB KENZ 18700 BEACH BLVD, STE 220 HUNTINGTON BEACH, CA 92648 CONTACT: GLENN NEAL PHONE: (949 574-1325 FAX (9491 _ 4-1338 PHONE (826) 35149811 0X: (626) 51S: 3 PH05E (C ])'r56-0565 TAX: CAD. 56-0927 PHONE: (714) 544-2783 FAY: /714) 5444782 PHONE (858) 622-2700 FAX (800)667-0810 PHONE (626) 359-0034 FAX (826) 359-6117 PHONE (628) 359-0034 FAX (626) 359-6117 DRAWING SYMBOLS ENi0R10R ELEVATON REEFERsrF . INTERIOR 6EVATNN REFERENCE_— 0 • NUMBER__ TMitREFEROICE A W .K1m M.NFR &1FETMAMEa °RAMPM SER FHaTM.®1 TOP MIDDLE BOTTOM <OOOWO> REVISION EMAIL 6525401) A VICINITY MAP 10-> v SITE MAP PHYSICAL PWN EEEWEWYDEPT ELEVATOR AMER WESTIINR5N0TM'9R PROJECT AREA ON FIRST RWR PACIFIC COAST HWY- HOSPITAL ROAD PARKING 5150NRE MST SOUTH ENIMNCE <N> THE NSTAUA1011CF IElraitIC N01EaBNAVSWJAN0TBE STARTED UNTIL MAIM DRAPING, SPCCFICA10NS.AW ENGIED+A0CAICMATI N9 HAVE SFHISLeMTEDVI AFPRU'ER I.SPECVL SEISMIC CENFM'A10NASAA. n5A. F SEEM TO SHEET Gni. BDAPPIEteANC17 AGE551L BETE SAE 05 SIMART)11E COMMON BENG TESTED FOR SPED& SMUG DERTFCA110NREPORT 2 ELEVATOYMODERNPAIEM PER 3FECIFIGTCN 11N0.AREC1E059919E NLLNLIMte STRUCTURAL IE W PNENT ANCI0M08 MEOWIIGAL (ELEVATOR WCHINE ROOM AIRCONO MMING) NECIR6AL (PS REQUIRED TO ACCOMMODATE NEW EON%ENI) 3 FIHEALARM SYSTEM. 4. FIRE PROTECT/ON SYS1EMSTRIJCTURAL CALCULATIONS FAR RFDWW1:LW' 5 PNEL 14710 TUBE SYSTEM ST UCTRAL GLW VIOLA FOR TUBE AI0E0LRIEM ANCHORAGE SUBMmKa1EJBE 15,2010 TO OSHP0 CONSTRUCTION STARDOM: Pre 105E COMMAND) DIE Ea11RENTARNOSIm01UM1COMPCOEMSHALL NOT SE YOTALLE01N11LT5E SPEAA.8E1S C C INCAi3N MSSE019RI101EU TJ09EDAWAPPNTID Architecture Planning Interior Design 2220 UiaFIy DIM NNryml eexr, CA me-D mew 1a1 om P 949674.1325 F 9495741355 "'"' HOAGGdEMORIAL HOSPITAL PRESBYTERIAN One Hop Drys, Newport Beach. Ca 92658 SKEET TITLE HEART & VASCULAR INSTITUTE VOLUME: 1 TITLE SHEET RMs75,./010011 5 OSHPOOUBMITTAL41 OSHPD SUBMrnALS2 ENPE N15T10 1251110 PROJECT .w 3160200 PROJECT CHITECT R. REGIER oa• M. Wm/ODES ISILE DATE 6/15/10 vt 1/4- .1•.p 2 12/16201011:3257 4 7 o I GO'04. HL101366-30 2 3 4 5 6 T 8 9 10 11 12 13 14 15 16 17 VOLUME 1 VOLUME 2 R 0 P C F D B A ARCHITECTURAL G0.00 TILE SHEET G501 SHEET BCC( G0.10 MASTERIO:THDIC LEGEND G1.01 GENERAL NOTES G1.04 G2.01 G2.10 G220 G2.30 G2.51 G2.51A 02.51D G2.80 G201 G2A1A G21310 G2.81 G2.81A G2.810 G2.130 G3.01 G3,10 G320 G4.02 A0.0BD M.01D M.ORA M.ORB M.ORC A1.01 A2B M.1 AIR M.OBD A3.01A A3.0113 A3.01C A3.01D A3.0RA MORE ASORC A3.10 A3.11 M.01A A4.01B M.01C M.01D A4.10 A5.10 A7.01 AT.02 A7.03 A7.04 A7.05 A7.06 A.07 A.08 MA9 A.10 A7.11 A7.12 A7.13 A7.14 A8.01 A8.03 0.0.04 A8.05 AB08 AB07 AA08 AS09 M.12 A8.16 A9.30 EQUIPMENT EQ3.01A E0301B EO101C PO3.01D INTERIOR PARTITION DETAILS SEISMIC CERTIFICATION MATRIX PROJECT CODE ANALYSIS FIRE RESISTIVE PARTITION TYPEDETAILS PARTIAON WALL DETAILS FIRST FLOOR-FRE/LIFE SAFETY CODE ANALYSIS PLAN FIRST FLOOR FIRE/LIFE SAFETY CODE ANALYSIS PLAN- AREAS A BAND C FIRST FLOOR FIRE/LIFE SAFETY CODE ANALYSIS PLAN - AREA D SERVICE LEVEL ACUTE CARE CODE ANALYSIS REFERENCE PLAN FIRST FLOOR ACUTE CARE CODE ANALYSIS PLAN FIRST FLOOR ACUTE CARE CODE ANALYSIS REFERENCE PLAN -AREAS A B. AND C FIRST FLOOR ACUTE CARE CODE ANALYSIS REFERENCE PLAN -AREA D FIRST FLOOR ACCESSIBILITY CODE ANALYSIS PLAN FIRST FLOOR ACCESSIBILITY CODE ANALYSIS PLAN - AREAS A. B. AND C FIRST FLOOR ACCESSIBILITY CODE ANALYSIS PLAN -AREA D ACCESSIBILITY DETMS DOOR SCHEDULE WINDOW SCHEDULE FINISH SCHEDULE FIRST FLOOR PHASING PLAN -SEGMENT 0 SERVICE LEVEL DEMOLITION PLAN -SEGMENT D FIRST FLOOR DEMOLMON RAN -SEGMENT D ROOF DEMOLITION PLAN - SEGMENT A ROOF DEMOLMON PLAN -SEGMENTS ROOF DEMOLITION PUN -SEGMENT C SITE PLAN SERVICE LEVEL REFERENCE PLAN FIRST FLOOR REFERENCE PLAN ROB LEVEL REFERENCE PLAN SERVICE LEVEL FLOOR PLAN -SEGMENT D FIRST FLOOR PLAN - SEGMENT A FIRST FLOOR RAN -SEGMENT B FIRST FLOOR PLAN -SEGMENT C FIRST FLOOR PLAN -SEGMENT D ROOF PLAN - AREA ROOF PLAN -AREAS ROOF PLAN - AREA C ENLARGED FLOOR PUNS ENLARGED FLOOR PLANS FIRST FLOOR REFLECTED CEIUNG PLAN - SEGMENT A FIRST FLOOR REFLECTED CEILING PLAN - SEGMENT B FIRST FLOOR REFLECTED CEILING PLAN - SEGMENT C FIRST FLOOR REFLECTED CEILING PLAN - SEGMENT D ENLARGED CATH LAB REFLECTED CEILING PLANS BUILDING SECTION INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS I TETOR EEVATIONS INTERIOR ELEVATIONS NTERIOR ELEVATIONS INTERIOR ELEVATIONS NIERIOR ELEVATIONS 800030R ELEVATIONS NTERIOR ELEVATIONS NTERIOR ELEVATIONS NTERIOR ELEVATIONS NTERIOR ELEVATIONS NTERIOR DETAILS -DOORS NTERIOR DETAILS -WINDOWS INTERIOR DETAILS -CEILINGS NTERIOR DETAILS - CEILINGS INTERIOR DETAILS - CFn 11103 MENTOR DETMS - CASEWORK NTERIOR DETAILS -CASEWORK NTERKIR DETAILS- FINISHES AND WALL. PROTECTION NTERIOR DETALS -PARTITIONS INTERIOR DETAILS -EXPANSION JONTS EXTERIOR DETAILS -ROOFING FIRST FLOOR EQUIPMENT RAN- SEGMENT A FIRST FLOOR EQUIPMENT RAN - SEGMENT B FIRST FLOOR EQUIPMENT RAN - SEGMENT C FIRST ROOK EQUIPMENT PLAN - SEGMENT D INTERIOR DESIGN ID1.01 COLOR SETS AND GENERAL NOTES D1.02 FINISH NOTES AND GENERAL NOTES ID1.03 FINISH NOTES AND GENERAL NOTES ID3.01A FIRST FLOOR FINISH PLAN- SEGMENT ID3.018 FIRST FLOOR FINISH PLAN -SEGMENT B ID3.01C FIRST FLOOR FINISH PLAN - SEGMENT C ID3.01D FIRST FLOOR FINISH PLAN- SEGMENTD !PILO ENLARGED FLOOR FINISH PLAN 105.01A FIRST FLOOR FURNITURE PLANS- SEGMENTA 105,018 FIRST FLOOR FURNITURE PLANS- SEGMENT13 1135.01C FIRST FLOOR FURNITURE PLANS- SEGMENT 105.01D FIRST FLOOR FURNITURE PLANS- SEGMENTD STRUCTURAL 50.01 S0.02 S0.03 53.0BD 53.01A 53.018 53.01E S1010 53.020 SS02RA 53AGRB 53.03RB 84.016 54.01D S5.01 S5,02 85.03 S5.04 85.05 S5.08 55.07 58.01 93.02 5803 GENERAL NOTES GENERAL NOTES GENERAL NOTES BASEMENT LEVEL FOUNDATION PLAN - SEGMENT D FIRST FLOOR FRAMING PLAN- SEGMENTA FIRST FLOOR FRAMING PLAN -SEGMENT B FIRST FLOOR FRAMING PLAN - SEGMENT C FIRST FLOOR FRAMING PLAN -SEGMENT D SECOND FLOOR FRAMING PUN -SEGMENT D SECOND FLOOR ROOF FRAMING PLAN- SEGMENTA SECOND FLOOR ROOF FRAMING PLAN -SEGMENTS THIRD FLOOR ROOF FRAMING PLAN -SEGMENT B FIRST FLOOR CEILING SUPPORT FRAMING PUN - SEGMENT B FIRST FLOOR CEIUNG SUPPORT FRAMING PLAN - SEGMENT D MEDICAL EQUIPMENT ANCHORAGE DETAILS MEDICAL EQUIPMENT ANCHORAGE DETALS MEDICAL EQUIPMENT ANCHORAGE DETAILS MEDICAL EQUIPMENT ANCHIIRARE DETALS MEDICAL EQUIPMENT ANCHORAGE DETAILS MEDICAL EQUIPMENT ANCHORAGE DETAILS MEDICAL EQUIPMENT ANCHORAGE DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS MECHANICAL M-0.1 LEGEND. SCHE W LEIS, & NOTES M02 EQUIPMENT SCHEDULES M-0.3 40.4 M-0.1.0- M-0.11 M-1.00D M-1.01A M1.01B MARC M-1.01D M1.02A M-1.0213 M-1.02C M-1.02D M-1 03B M-1A1A M-1 11B M-1 11C M-1.110 M3.00C M-2.00D M-201A M-201B M-2.01C M-2.01D M3.00D M3.01A M3.018 M3.01C M-3.01D M3.02A M3.028 M-3.02C M-3.02D M3.03E1 M-5.1 M-5.2 M-5.3 M5.3.1 M5.4 M-5.5 M5.8 M-8.1 M52 M53 M5.4 EQUIPMENT SCHEDULES AND ZONE SCHEDULES TABLE 4-A FORMS OVERALL REFERENCE PLANS EXISTING EQUIPMENT AND PROJECT BOUNDARIES BASEMENT DEMOLITION PLAN -SEGMENT D FIRST FLOOR DEMOLITION PLAN- SEGMENT A FIRST FLOOR DEMOLITION PLAN -SEGMENTS FIRST FLOOR DEMOLMON PLAN- SEGMENT C FIRST FLOOR DEMOLMON PLAN -SEGMENT D SECOND FLOOR ROOF DEMOLMON PLAN- SEGMENTA SECOND FLOOR ROOF DEMOLMON PLAN -SEGMENT B SECOND FLOOR ROOF DEMOLITION PLAN -SEGMENT C SECOND FLOOR ROOF DEMOLITION PUN -SEGMENT D THIRD FLOOR ROOF DEMOLITION PLAN -SEGMENT B FIRST FLOOR ZONING PLAN - SEGMENT A FIRST FLOOR ZONING PLAN -SEGMENT B FIRST FLOOR ZONING PUN- SEGMENT FIRST FLOOR ZONING PLAN -SEGMENT D BASEMENT HVAC PIPING PUN -SEGMENT C BASEMENT HVAC PIPING PLAN -SEGMENT D FIRST FLOOR HVAC PIPING PLAN -SEGMENT A FIRST FLOOR HVAC PIPING PUN -SEGMENT B FIRST FLOOR HVAC PIPING PLAN -SEGMENT C FIRST FLOOR !WAG PIPING PUN -SEGMENT D BASEMENT HVAC DUCT PLAN -SEGMENT D FIRST FLOOR HVAC DUCT PLAN - SEGMENT A FIRST FLOOR HVAC DUCT PLAN -SEGMENT B FIRST FLOOR HVAC DUCT PLAN -SEGMENT C FIRST FLOOR HVAC DUCT PUN -SEGMENT D SECOND FLOOR ROOF MECHANICAL PLAN - SEGMENTA SECOND FLOOR ROOF MECHANICAL PLAN -SEGMENTS SECOND FLOOR ROOF MECHANICAL PLAN -SEGMENT C SECOND FLOOR ROOF MECHANICAL PLAN -SEGMENT D THIRD FLOOR ROOF MECHANICAL PLAN -SEGMENT B DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS WIRING & CONTROLS WIRING 6 CONTROLS SAS SYSTEM ARCHITECTURE SEQUENCE OF OPERATIONS PLUMBING P-0.1 LEGEND, SCHEDULES, & NOTES P-0 10 P-1.00A P-1.0013 P-1.000 P-1.00D P-1.01A P-1.015 P-1.01C P-1.010 P-1.02A P-1.02B P-1.02C P-1.093 P-2.00A P-2.00B P-200C P-2.000 P-201A P-201B P-2.01C PQ01D P402A P402B P-2.02C P-2035 P-4.1 P5.1 OVERALL REFERENCE PUNS BASEMENT DEMOLITION PLAN - SEGMENT A BASEMENT DEMOLITION PLAN -SEGMENT B BASEMENT DEMOLITION PLAN -SEGMENT C BASEMENT PLUMBING DEMOLMON PLAN -SEGMENT D FIRST FLOOR DEMOLITION PUN- SEGMENTA FIRST FLOOR DEMOLITION PLAN -SEGMENT B FIRST FLOOR DEMOLITION PLAN -SEGMENT C FIRST FLOOR DEMOLMON PLAIN -SEGMENT D SECOND FLOOR ROOF DEMOLITION PLAN - SEGMENT A SECOND FLOOR ROOF DEMOLITION PLAN -SEGMENT 8 SECOND FLOOR ROOF DEMOLITION PLAN -SEGMENT C THIRD FLOOR ROOF DEMOLITION PLAN -SEGMENT B BASEMENT PLUMBING PLAN - SEGMENT A BASEMENT PLUMBING PLAN -SEGMENT B BASEMEN PLUMBING PUN - SEGMENT C BASEMENT PLUMBING PLAN -SEGMENT D FIRST FLOOR PLUMBING PLAN - SEGMENT A FIRST FLOOR PLUMBING PLAN -SEGMENT B FIRST FLOOR PLUMBING PLAN -SEGMENT C FIRST FLOOR PLUMBING PLAN -SEGMENT SECOND FLOOR ROOF PLUMBING PLAN - SEGMENT A SECOND FLOOR ROOF PLUMBING PLAN -SEGMENT B SECOND FLOOR ROOF PLUMBING PLAN - SEGMENT C THIRD FLOOR ROOF PLUMBING PLAN -SEGMENT B MEDICAL GAS RISER DIAGRAM DETAILS ELECTRICAL E0.1 NOTE SHEET E02 PROJECT NOTE SHEET IAA PROJECT NOTE SHEET E0.4 SINGLE UEOAGRAM E0.8 E03 EGA EO.B El-lO E210 E4.LA E4.1B E4.1C E4.ID 642 EIS E4A E45 E5.1A E5.18 ES IC E51D E81 E.1A ELLS ET.1C ET.1D E8.1B E8.1D _OW VOLTAGE TC1.00 1C1.01 TC3.01A-0 TC3.018-0 TC3.01C-0 TC3.010-0 TC3.01A TC3.01B TC3.01C TC3.01D TS3.01A T83.01B TS3.01C T83.01D T54.01 TS4.02 155.01 T55.02 TC4.01 TC8.01 TC7.01 NURSE CALL DIST. BOARD YSDIP SINGLEUNE DIAGRAM DIST. BOARD 'EIOPCI' SINGLEPIE DIAGRAM SNITCH BOARD 'RAND 'A1' SNGLEIAE DIAGRAM PANE SCHER,' ES AND FIXTURE UST FIRST FLOOR DEMO POWER SEGMENTTY FIRST FLOOR DEMO L1GH1B4G SEGMENT 17 FIRST FLOOR POWER PLAN - SEGMENT A FIRST FLOOR POWER PLAN -SEGMENT B FIRST FLOOR POWER PLAN- SEGMENT FIRSTFLOOR POWER PLAN- SEGMENT FIRST FLOOR POWER DETAIL FIRST FLOOR CATW LAB 3 POWER DETAIL FIRST FLOOR CATNUB 5 POWER DETAIL FIRST FLOOR CIF ROOM 113 POWER DETAIL FIRST FLOOR LIGIRRIG PLAN - SEGMENT A FIRST FLOOR LIGHTING PLAN - SEGMENT B FIRST FLOOR UGHTNG RAN- SEGMENT FIRST FLOOR WRING PLAN - SEGMENT D CATWALK POWER PUN SECOND FLOOR L ECH. POWER RAN- SKiAEfTA SECOND FLOOR MECH. POWER RAN- SESAE1TB SECOND FLOOR MECH. POWER PLAN- SEGL@41C SECOND FLOOR TECH. POWER RAN- SEGMENT THIRD FLOOR MECH. POWER PLAN - SEGMENT D BASEMENT LEVEL LEGS. POWER RAN- SEGMENT SYMBOLS, ABBREVIATIONS. AND SHEET INDEX TECHNOLOGY OVERALL SITE PLAN COMM AND .j. Ai MA FIRST FLOOR DEMOLMON PHAN - SEGMENT A COPRA AND SYSTEMS FIRST FLOOR OBIOULION PLAN - SEGMENT B COMMAND SYSIE S FIRST FLOOR DEMOLITION PLAN- SEGMENT CORM AND SYSTEMS FIRST FLOOR DEMOLMON PLAN - SEGMENT D COIAM FIRST FLOOR PIMP- SEGMENT A CORM FIRST FLOOR PLAN- SEGMENTS COMA FIRST FLOOR PLAN - SEGMENT C COMA FIRST FLOOR PLAN - SEGMENT O SEGUR A/ AID OVERHEAD PAGING SYa 1 raw FIRST FICOR FLAN - SEGMENT A SECURITY AID OVERHEAD PAGING SYSTEMS FIRST FLOOR PLAN - SEGMENT B SECURITY AND OVERHEAD PAGING S13TPXS FIRST FLOOR PLAN - SEGMENT C SECURITY AND OVERHEAD PAGING 5TJ I EMS FIRST FLOOR PLAN - SEGMENT D ACCESS CONTROL AID CCTV RISER (TYPICAL) OVERHEAD PAGING AND CAN SING4E11NE5 CONTROLLED DOOR RGHFR 9 F AND DETAILS CCTV CAMERA DURESS BUTTON. AND DETAILS PATHWAYS AND GROUNDING, COPPER AND FIBER RISER DIAGRAM ENLARGED OF ROOM 113 TECHNOLOGY DETAILS ES01 COVER SHEET ES-1.01 OVERALL SITE PLAN ES201 SINGLE LINE -XSUS/CODE BLUE E83.01A NURSE CALL FIRST FLOORSEGMENT A 6F E53.018 NURSE CALLFIRST FLOOR SEGMENTS ES3.01C NURSE CAL FIRST FLOOR SEGMENT E83.01D NURSE CALL i RHEA FLOOR SEGMENT ES3.OIE NURSE CALL RNTFLOOR SEGMENTS FIRE PROTECTION FP1.01 FP1.02 FP4.01A FP4.08 FP4.01C FP4.01D FP5.01 FP5.02 FIRE SPRINKLER PARTIAL SITE PLAN- HOSPITAL SERVICE LEVEL FIRE SPRINIELDI PARTIAL SITE PLAN -HOSPITAL FIRST FLOOR LEVEL FIRST FLOOR REP.FyTED CEILING FIRE SPRINKLER PUN - SEGMENT A FIRST FLOOR REFLECTED CEILING FIRE SPRINKLER PLAN - SEGMENT B FIRST FLOOR REFIECTEDCEILING FIRE SPRINKLER PLAN -SEGMENT C FIRST FLOOR REHEATS) CEILING FIRE SPRINKLER PLAN- SEGMENTD FIRE SPRINKLER PANG. HANGER AND SEISMIC SWAY RGAGF DETAILS FIRE SPRINKLER PIPING. HANGER AND SEISMIC SWAY BRACE DETAILS PNEUMATIC TUBE PT-1.00 MECHANICAL RISER DIAGRAM P3-201 PARTIAL FIRST FLOOR PLAN PT3.00 STANDARD PENETRATION DETAILS PT-3.10 STANDARD ELECTRICAL 6 PENETRATION DETAILS PTS1.0 PTS EQUIPMENT ANCHORAGE PT31.1 PNEUMATIC TUBEMICH/ SEISMIC BRACING FOR REFERENCE ONLY 93.041 G2_51 A0.0MA A0.0113 M.01C 08-0.1 DP-1.01A DP-1.01B DP-1.01C E0.1 E1.1A E1.1El E1.1C El IA E21B E21C TILE SHEET AND GENERA NOTES FIRST FLOOR OVERALL PLAN FIRST FLOOR DEMOLMON RAN- SEGMENTA FIRST FLOOR DEIODTION KAN - SEGMENT B FIRST FLOOR DEMOLITION PLAN- SEGMENT LEGEND. Ann/ Pi & NOTES FIRST FLOOR DEMOLMON RAN- SEGMENT FIRST FLOOROEAOTTION PLAN -SEGMENT 8 FIRST FLOOR DFM OUTION PLAN - SR2LFN1 C NOTE SHEET FIRST FLOOR DEMO RAWER - SEGMENT A FIRST FLOOR DEMO POWER - SEGMENT B FIRST FLOOR DEMO POWER -SEGMENT C FIRST FLOOR DEMO LIGHTING - SEGMENTA FIRST FLOOR DEMO LIGHTING - SEGMENT B FIRST FLOOR DEMO LIGHTING - SEGMENT C DRAWINGS PREPARED BY OTHERS FOR OWNER TIEFOLLGM1G DRAWINGS WEREPREPAREO BY OTHERS UNDER *SEPARATE CONTRACT WITH THE OWNER AND MEC01L90E0DTO BE PART OF THE WOFI( BIDE CONTRACTOR TAYLOR W WS NOT VEEE)11E ACCURACY NOR THE COMPLETENESS 04 THE RFORMl10NAN3 SHALL NOISE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY EE INCORPORATED HERBNASA RESIT. TIRE A-101 A-102 S-101 S-102 E-101 E102 E501 M101 ZEGGO SIEMENS TDIE SHEET EQUIPMENT LAYOUT -DETAILS, LEGENDS AND NOTES REFLECTED CFBIM ry SAFETY/SERVICE CLEARANCE RAN STRUCTURAL FLOOR PI MBE 4/TAILS AND NOTES STRUCTURAL CEILING PLAN-0ETMLS AND NOTES ELECTRICAL RACEWAY PIAN(S)IEGERD AND NOTES ELECTRICAL DIMENSION PLAN ELECTRICAL DUALS AND NOES MECHANICAL PLAN -DETAILS AND NOTES HYBRID OR #104 01-11 02-11 0311 04-11 05-11 08-11 0T-11 08-11 09-11 10-11 11-11 CATH LAB #3 Cl AN AL Al AM AD2 AD3 ADA AD5 ADS AD/ SN SL S1 S2 SDI SOJ SD3 EN E E1 E2 E3 ED1 ED2 EO3 NI CHK ATH LAB65 C1 AN AL Al AD1 AD2 A03 AD4 A05 ADS ADT SN SL S1 S2 SDI SD2 SD3 EN EL E1 E2 E3 ED1 ED2 ED3 N1 CHK CONDUIT NOTES CONDUIT NOTES CONDUIT NOTES EQUIPMENT LAYOUT EQUIPMENT LAYOUT EQUIPMENT LAYOUT EQUIPMENT ELEVATION EQUIPMENT ELEVATION EQUIPMENT ELEVATION TANDEM ELEVATION TANDEM ELEVATION COVER SHEET/ TABLE OF CONTENTS GENERAL NOTES EQUIPMENT LEGEND EQUIPMENT PLAN EQUIPMENT DETAILS EQUIPMENT DETALS EQUIPMENT DETAILS EQUIPMENT DETAILS EQUIPMENT DETAILS EQUIPMENT DETAILS TRANSPORT DETAILS SUPPORTNOTES SUPPORT LEGEND SUPPORT PLAN - FLOOR AND WALL SUPPORT PLAN -CEILING SUPPORT DETAILS SUPPORT DETAILS SUPPORT DETAILS ELECTRICAL NOTES ELECTRICAL LEGEND ELECTRICAL RAN RACEWAY AND CONDIUT INFORMATION RACEWAY AND CUNOUT INFORMATION ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS REMOTE SERVICE NETWORK CHECIQIST COVER SHEET / TALE OF CONTENTS GENERAL NOTES EQUIPMENT LEGEND EQUIPMENT PLAN EQUIPMENT DETAILS EQUIPMENT DETAILS EQUIPMENT DETAILS EQUIPMENT DETAILS EQUIPMENT DETAILS EQUIPMENT DETAILS TRANSPORT DETALS SUPPORT NOTES SUPPORT LEGEND SUPPORT PLAN -FLOOR AND WALL SUPPORT PLAN -CEILING SUPPORT DETAILS SUPPORT DETAILS SUPPORT DETAILS ELECTRICAL NOTES ELECTRICAL LEGEND ELECTRICAL PLAN RACEWAY AND CONDIUT INFORMATION RACEWAY AND CONDIUT INFORMATION ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS REMOTE SERVICE NETWORK CHECKLIST An91IecWB Planning Inferior Design 2220 UN10HO Dive Newport BeaR CA 92380 wfll.wm PBR85741525 F 919574.1358 MwG.- HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoy Dow. NMYpNI Beat, CS 92058 SEES1 TIRE HEART & VASCULAR INSTITUTE SHEET INDEX mvewS/50 MM.: °SHAD SUBMITTALM OSHPO SUBMRAf[ PROJECT NUMBER 3160200 PP6E-R ARCHRECI FL REOIER v>w M. BRODRIGUES 526 o4t 8/15410 Yu[ 12= 1'-0' SORES NUMBER. 12/15/2010 1.45:31 PM 2 1 4 7 1 1D 1 r 11 '5 16 2 GO'O1 HL101366-30 14 16 GENFRAI CnN4TRUCTIONNOlE6 • FIEF NOB £ 43414FRAL 5USPR8Rn ACfUSRGL TO F ( $ NG SYSTEM NOW OSHPD NOTES I GENERM S6PFNDFDGYPSUM WALLBOARD CEDING NOTES i SCOPE OF DOCUMENTS THESE DRAWINGSINDCATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OFARCHITECTURAL 1 THE FIRE AUTHORITY HAVING JURISDICTION IS THE OFFICE OF THE STATEWIDE 1. COWLY WITH NEC 18144.1.12 REOUREN ITS FOR SUSPENDED CE9NG5. 1. DEINTENT°WOE DRAWINGS AND SPECIFICATIONS LSTO CONSTRUCT THE FACILITY 1 FOR LATERAL LOAD DESIGN CRITERIA REFER ASCE 7(5)135.8 DESIGN CONCEPT THE DIMENSIONS OF THE WILDING. ME MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIED, FURNISH ALL ITEMS REQUIRED FOR THE EXECUTION AND COLPLEON OF MEWORI( HEALTHPLANNING AND DEVELOPMENT, (OSHPD) SOUTH LOS ANGELES REGION THE PHONE NUMBER FOR THE FRE AUTHORITY HAVING JURISDICTION IS(213)89T-0162 A AN OPERATIONAL PERMIT IS REQUIRED PER APPENDIX CHAPTER 1, SECTION 105.8 2. 3. WHERE SUSPENDED CENN05 PROVO& OR ARE APART OF A ERE HATED ASSEMBLY. I1AW'MN4JF W11HTHET0TE1Ep11BUC SAFETY& 207 EDn1N OF TTIE24, CNFORNA CODE OF REGULATIONS SHOULD ANY COHATKN DEVELOP NOT COVERED BY THE APPROVED DRAWINGS AND SPECIFICADONS N)ERE N THE FINISHED WORK WILL NOT COMPLY WITH THE SAID TTLE2A, CALIFORNIA CODE OF 2 GYPSUM BOARD CEILINGS SHOULD NOT SUPPORT BUILDING COMPONENTS OTHER THAN VENTILATION GRBI3, MINT FIXTURES, MEL ELECTRICAL CONDUITS SMALL DUCTS MID THE LIE. ALL SUCH COMPONENTS SHALL BE SUPPORTED ETHER DIRECTLY FROM KUM RUNNERS. OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY PROVIDE LABELED ASSEMBLY FOR THE ONIK:ATE0 RATING. INSTALL SUSPENDED CEILING MATERIALS NACCGRWNCE WTI. MMAFACTMBCS WRITTEN INSTRUCTORS AND RECOMMENDATIONS. AND INDUSTRY STANDARDS 2 THE 00101RACTURSHALL KEBAB UP TO DATE SET OFCONTRACT 000UENT PERMIT SET WI [Bar APPROVED CHANGE ORDERS AT THEWS SITE IN A LOCATION OF THE 21307 CFC. B A CONSTRUCTION PERMIT IS REQUIRED PER APPENDIX CHAPTER 1, SECTION 1057 OF THE 2007 CFC (90132) C. ALL PERMITTED WORK SHALL BE INSPECTED BY THE FIRE AUTHORITY HAVING JURISDICTION AND SHALL REMAIN ACCESSIBLE AND EUOSEID FOR INSPECTION PURPOSES NRILAPPROVED CONTACT INSPECTOR OF RECORD IN ADVANCE TO 4. APPICABLE TO THE WORK INSTALL IN TRUE AMGNMEM WITH ADJACENT SURFACES AND WAILS. SUNG SUSPENSION REGULATIONS, A CHANGE ORDER DETAIUNGµD SPECBTuw THE REQUIRED WORK SHALL BE W&MTTED TO AND APPROVED BY OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT(HEREIN REFERRED TO ASOSIFO) BEFORE PROCEEDING WITH THE WORK (CAC TI-12541) MIN RUNNERS NO VERTICAL LOADS OTHER THAN GYPSUM BOARD °EML0.D SHALL BE COPIED TO CROSS -FURRING 3 MAIN RUNNERS SHALL BE 11/P COLD ROLLEO.OgANNEL6, 0475 LBSIFT, AND THE FOLLOWING REQUIREMENTS MAU. BE MET: a) VERTICAL HANGER WIRES ME 9 GAGE AND GALVANIZED SOFTANNEALED STEEL bra. eT IN A FLAT PLANE, LEVEL TO WITHIN 1/14INCI N 10 FEET. TO ACCOMMOOAIE LIGHT FIXTURES AND MR DIFFUSERS WITHOUT NOTICEABLE DEFLECTION OR DISTORTION. PROVIDE MN DIMS CONTMJWSLYARWHID WI -OPENINGS AND OBSTRUCTON& CONSTRUCT TIGHT FITTING HOWIE JOINTS N EXPOSED FRAYING MEMBERS. REFER CONVENIENT FOR FENCE. REFER 100NEaN1 SPECIFICATIONS 3 PRIOR TO START OF IXCAVAIION, CONTRACTOR SHALL EDIFY UNDERGROUND SERVICE NHR 50UIHT0 LOCATE AND IDENTIFY UWERGROUD (DIMES 4 CONTRACTOR SHALOOOROP4IE ALL NECESSARY UTILITY RELOCATIONS WITH THE APPROPRIATE UT6RYCOLFANES 5. CONSTRUCTION SCHEDULE INSPECTION OR AS REQUIRED BY FIRE AUTHORITY HAVING JURISDICTION. VENDOR DATA FOR CERNG LEV131NG REQUIREMENTS N OPERATING ROOM ND CATH LABS. 2 A ANCHORAGE OF ALL EQUIPMENT TO BE INSTALLED, AS A PART OF THIS PROJECT SHED, BE DETAILED ON THESE PLANS. EXCEPT FOR THE FOLLOWING. EQUIPMENT WEIGHING 1E85 THAN 400 POUNDS SUPPORTED WECRY ON THE b) CROSS FURRING MAY BE Z/S", 25 GAGE GALVANIZED HAT SECTIONS AT 20 0 C MAX c) PROVIDE ONE OF THE FOLLOWING COMBINATIONS OF MAIN RUNNER SPACING AND HANGER WIRE SPACING' ALL AND WTERW.S SHALL COMPLY WITH THE RE000RELENTS OF THE CNJFORNM BUILDNG CODES(CSC) 3 CPC CHAPTER32007 & LAYOUT GRID FROM CEIENHE OF ROOM UNLESS NOTED OTHERWISE D0 NOT ALLOW BOOR OR ROOF. MAIN RUNNER SPACING HANGER WIRE SPACING AND LOCAL GOVERNING CODES AND AUMCRME6 0. VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK SHOULD A A 5T0RAGE, HANDUNG AND USE OF ANY FLAMMABLE OR COMBUSTIBLE MATERIALS LESS THAN ONE4WLF UNIT AT PERIMETER UNLESS NOTED OTHERWISE B. FURNITURE (NON EDGED NO MOVABLE AS EXEMPTED BY TIE CBL 2007 APPENDIX 4'-0. 0.0 T-0.0C DISCREPANCY APPEAR IN THE SPECIFICATIONS SHALL COMPLY WITH SECTION 3150F THE 2007 CFC B. 12 GAGE (MIN )HANGER WIRES SHALL BE USED FOR UP TOMO!HWANG4XC GRID CHAFFER 1 SECTION 1052} MT0.C. T-0.O.C. OR DRAWINGS. OR IN THE WORK DONE BYOTERS 4. CFC CHAPTER 42007 SPACING ALONG IAAN RUNNERS. NO SPLICES ARE PERMITTED N HANGER WIRES. C. IBIPDARYOR MOVABLE EQUIPMENT (NON FINED AND MOVABLE AS EXEMPTED BY 3'-0. 0C 44I 0G FROMTHECONIRACT DOCUMENTS THAT AFFECT ANYYVON( NOTIFY THE ARCHITECT AT ONCE FOR NSTRUC11N ON HOW TO PROCEED IF THE CONTACTOR A A FIRE SAFETY AND EVACUATION PLAN IS REQUIRED. THE FIRE SAFETY AND 7 PROVIDE 12 GAGE HANGER WIRES AT EACH END OF ALL MAN AND CROSS RUINERS THE CDC 2007 APPENDIX CHAPTER 1 SECTION 1052). 4. NOTE USED EVACUATION PLAN SHALL COMPLY WITH SECTION 4040F THE 2007CFC. 5 CFC CHAPTER 52WT A FIRE APPARATUS ACCESS ROADS ARE REQUIRED FIRE APPARATUS ACCESS WITHIN 6(INCHES) CEDE SUPPORT ORWIIHIN 1M OF THE LENGTH OF THE BD TEE, WHICHEVER I6 LEAST, FOR THE PERIMETER OF THE CELNG AREA END CCHECIIONS FOR RUNNERS WHICH ME DESIGNED AND DEFTACED TO RESIST THE APPLEDVERIICAL D E EOUFIENTN£gHNG LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS. EQUIPMENT WEIGHING LESS THAN 20 PONDS SUSPENDED FROMA ROOF OR FLOOR 5 HANGERS SHOULD BSADDLE-TED AROUND MAIN RUINERS TO DEVELOP THE FRILL STRENGTH OF THE HANGERS. 6. CROSS+URRING SHOULD BE SADDLE -TIED TO THE MAIN RI NUBS WITH ONE PROCEEDS WMN THE WORK Brat. Ial WITHOUT NSMUCITONS FROM THE µCHIIECTTECONTRACTOR SHALL PANE GODOMIYRESULTING DAMAGE OR OBEOT. T. CONFINE ALL OPEAT5N5p111E SITE TOAHFASPENTED BY THE OWNER PERFORM IRE WORK PIrns MrE WITH AL AW1CABE LAWS. LOGY ROAD SHALL COMPLY WITH SECTION 503 AND APPENDIX 0 OF THE 2007CPC. 1. FIRE APPARATUS ACCESS ROADS SHALL BE RENEWED BY THE OFFICE OF STATEWIDE HEALTH PANMNG AND DEVELOPMENT. 8 AND HORIZONTAL FORCES MAY BE USED IN 1EU OF THE 12 OWE HANGER WIRES, SUBJECT TOOSIPO REVIEW AND APPROVAL PROVIDE OR HUNG FROM AWALL STRAND OF 18 GAGE, OR TWO STRANDS OF 18 GAGE WIRE T. MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND INIE40CI(INO FLANGES °RENNAMES. PEWITS AND THE CONTRACT DOCUMENTS. INDIUM THE JOB SITE N A CLEAT ODELYCONUCISREE OF DEBRIS 2 FIRE APPARATUS ACCESS ROADS SHALL BEIPPROVEDBY THE CT TRAPEg OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS PERMANENT EQUIPMENT N ITEMS A D. AND E MUST BE SUPPORTED AND ANCHORED TO RESIST THE FORCES PRESCRIBED BY CHAPTER 13 OFµCETµ MODIFIED BY 12' MINIMUM AND TYING NEAR EACH END WITH DOUBLE LOOPS OF 15 CAE WIRE & CROSS -FURRING SHOULD BE SPUCED BY LAPPING AND INTERLOCIONG THE AND UWE. THE JOB SITE SHALL NOT BE UNREASONABLY OF NEWPORT BEACH FIRE DEPARTMENT REQUIRED ATAU. MMHG BREAKS, SOFFITS OR 0MWANTM101A AREAS. HANGER WIRES THE 2007 CSC SECTIONS 1813A/1814A AND THE ANCHORAGE SHALL SE APPROVED PIECES EIGHT INCHES (8IMINIMUM AND TYING NEAR EACH END WITH DOUBLE ENGAGERS) 001134 NY MATERIAL OR EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION E EACH PHASE OF HIS WORK B. FIRE HYDRANTS SHALL BE PROVIDED ALONG R80U1RED FIRE APPARATUS ROADS FIRE HYDRANT AND THAT ARE MORE THAN 1 N 6OUT OF PUBIS ARE10HUVE COUNTERSIOPNG WAES. CEDING GRID M06EtS 985E BE AT LEAST 3M ITCH CLEAR OF ODER MALLS F WALLS BYTE APPROPRIATE DESIGN PROFESSIONAL OF RECORD AND OSHPD AS A PART OF LOOPS OF 10 EDGE WIRE SHALL REMOVE ALL TRASH AND [DORIS AS A RESUTOF NS OPERATION. REFER TO DIVISION 1 SPECIFICATIONS. LOCATIONS DISTRIBUTION SHALL COMPLY WITH APPENDIX C OF THE2WT CFC 9. FELD REVIEWS /OBSERVATIONS. THE INSPECTOR OF RECORD SHALL ASSURE TAT THE ABOVE REWIRIBASAE ENFORCED. 9. FASTEN HANGER WIRES WITH NOT LFSE THAN THREE(3)TGHT TURNS. FASTEN RMA•NO WIRES WITH FOUR (4) TIGHT TURNS MAKE ALL TGRIURNS WIMINA RUN DIAGONALLY TO CEILING GRID anneal RUMBLE, ONE END OFWNNICROSS & STACK AND 1. FOE HYDRANT LOCATIONS SHALL BE REVIEWED BY THE OFFICE OF RUNNERS SHOUD BE FREE AND A MINIMUM OF 3M NCH OEM OF COAL DISTANCE OF 1 1/2 INCHES. HANGER OR BRACING WALE ANCHORED TO THE PROTECT ALL MATERIAL STONED ON THE SITE TO PREVENT DAMAGE AND DETERIORATION UNTIL STATEWIDE HEATH PLANNING AND DEVELOPMENT 10 AT THE PERIMETER OF THE CEDING AREA WHERE MIN OR CROSS RUNIESME NOT REFERENCE: CAC T-1L(cN1xy,T-125(003N0A 7425(*)(1. AND 7-1BROW3). STRUCTURE SHOULD BE INSTALLED IN SUCH A MINER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS 0 (PRYµ POSSIBLE WITH THE DIRECTION O. USE FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OFWORIC REFER TO DMSION1 2. FIRE HYDRANT LOCATIONS SHAJJ. BE RENEWED BY THE CITY OF CONMU. IUD TOME AAIACENTWALL PROVDE INTERCONNECTION BETWEENTHE SPECIFICATIONS. B PERFORM ALL CUBING, FITTING NEWPORT BEACH FIRE DEPARTMENT RUNNERS AT THE FREE END TO PREVENT LATERALSPREADNG. A METAL STRUT OR A 3. a) WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS MAE BEEN DEFORMED PERMANENT EQUIPMENT MUST BE 9FPoRT.D AND ANCHORED TO RESIST THE FORCES PRESCRIBED BY CHAPTER 130E ASCETµ MODIFIED BY T52007 CHIC OR PATCHING THAT NO BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLYSOµ NOT TO EILNGER ANY OTHER C. EXTERIOR DOORS AND OPENINGS REQUIRED BYCFCOBC 2007 EDITORS SHALL BE 18 GAGE WIREWTH A POSnTVE MECHµ1GLCONNECION TO THE RUNNER MAY BE USED. OR BENT IN WRAPPING CAN WAIVE THE 112" REWIREMEM, BUT THE NUMBER EWMANED READILY ACCESSIBLE FOR EMERGENCY ACCESS BYTE FIRE DEPARTMENT. COMPLYWM4 SECTION 504 OF THE 2007 CFC. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER SECTIONS 1813A /1514A AND THE ANCHORAGE SHALL BEAPPROVED BY THE APPRCPRAIE DESGN PROFESSIONAL OF RECORD AND 05HFD AS APART OF FIELD OF TURNS SHALL BE MAINTAINED AND BE AS TIGHT AS POSSIBLE. b) SEPARATE ALL 000NG HANGER AND SPLAYED BRACING WIRES AT LEAST SIX WONT SY CUTTING, EXCAVATING OR 044109 E6e ALTERING ME TOTAL WORK OR AM PART OF T. PERFORM ALLPATCHNG REPAIRING MD REPLACING OF WTERIASµD SURFACES, D. PROWDE APPROVED WILDING IDENTIFICATION TO COMPLY WITH SECTION 5650E ME2007 CFC. IS 12 INCHES OR LESS, THIS INTERLOCK 6 NOT REARMED. REVIEWS/OBSERVATIONS. THE INSPECTOR OF RECORD SHALL ASSURE THAT THE INCHES (F) FROM ALL UNBR4CED DUCTS, PIPE& CONDUIT, ETC. T IS ACCEPTABLE CUT OR DAMAGED N EC-COMM OF WORK WITH APPLICABLE MATERIAL SO TATSUFACES REPLACED WILL. UPON COMELETON, MATCH SURROUNDING SMEAR SURFACES REFER TOOVISON 11 PROVIDE BRACNG ASSEMBLIES CONSISTING OF 0011PRFSb10N STRUT AND FOUR(4) 12 GAGE SPLAYED BRACING WOES OBITW00 DEGREES FROM EACH OTTER PER ABOVE REQUIREMENTS ARE ENFORCED. NO REFERENCE TO 'OR EQUAL' IS ALLOWED UNLESS T IS CLEARLY SPECIFIED THATAT'OR EQUAL' SUBSTITUTIONS MUST BE TO ATTACHUGHTWETOHT REM& SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4' NOMINALDIAMETER, TO HANGER WIRES USING CONNECTORS E FIRE PROTECTION WATER SUPPLY SHALL COMPLYWRH SECTION 508°EDEID02 I SPECIFICATIONS. DO CFC. DETAILO11A504 AT THE FOLLOWING SPACING APPROVED BY 051F0 W LEANS OF A CHANGE ORDER ACCEPTABLE TO OSHPO. 10. NOT COMMENCE ANY PORTION OPIEYDRIME0UIRN0 A SHOP DRAWING OR SAMPLE SUBMISSION UNTIL THE SUBMISSION HAS BEEN REVIEWED AND ACCEPTED BY THE ORCH0ECT.ALL SUCH PORTIONS OF THE WORK SHALL BE alNWIR0 EWTH 1 FIRE PROTECTION WATER SUPPLY SHALL BE APPROVED BY THE CITY OFNEWPORT MACH FIRE 0EPIRTETIT 0) PACE BRACING ASSEMBLER NOT MORE THAN 6-0'BY ITO'CI0, 4 PROVIDE SALAD ASSEMBee ATLOCATONS NOT MORE TIANMMFT2) THE 4. THE ROC46IP PRE-PFROVALMAEERS (OP)DE5ONATEDFOR SPECIFIC PIECES P) WHEN DWLLE0.114 CONCRETE ANCHORS OR SOT -IN ANCHORS ME USED IN REINFORCED CONCRETE FOR HANGER WIRES, 4 OUT OF 10 MUST BE FIELD TESTED 8. CFC CHAPTER 02037 SPACINGS GIVEN ABOVE, FROM EACH PERBE1ER WALL AND AT 'DREDGE OF OF EQUIPMENT SHALL BEVERIFIED THAT THEPHEAPPROVAL NUMBER B ACCEPTED SHOP DRAWINGS MID SAMPLES. FOR 200 IB81N TENSION. WHEN DRILLED -IN CONCRETE ANCHORS ME USED FOR BRACING WIRES.1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LES IN TENSION. A INSTALL ALL FUEL FIRED APPLIANCES IN COMPLIANCE WITH SECTION 603 OF THE VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHALL NOT MEW APPROPRIATE FOR SAID PIECE OF Eo0FMENT. PREAPPROVAL DOCUMENTS SHALL 11 DIMENSIONS' a) ALL DIMENSONS SHALL HAVE PREFERENCE OVER SCALE. b) ALL DIMENSIONS ARE TOME ROUGH UNLESS OTHERWISE NOTED. CFC THE CMG. AND THEGEC. ALL FUEL -OIL UNDERGROUND STORAGE SHALL. COMPLY WITH NBA 31. 1 WE OIL UNDERGROUND STORAGE INSTALLATION SHALL BE APPROVED 45 DEGREES FROMTHE PANE OF TIE C6UDAND SHALL SE TAUT. SPICES IN BRACING WIRES ARE 'OTIOSE PERMITTED O9MPD OMAN:ROYAL 4 SUSPENDED ACOUSTICAL CRUNG SYSTEMS WITH A CEILING AREA OFM SO. FT. OR BE REVIEWED TO DETERMINE WHAT WORK THE PRE -APPROVAL REQUIRES THE CONSULTANT TO PERFORM. F THE INSTALATON VARIES N ANYWAY FROM THAT SHOWN IN THE ANCHORAGE FREMPROVAL DOCUENT, PROVIDE COMPLETE SHOT4MANCHORS IN CONCRETE ARE NOT PERMTED FOR BRACING WIRES. IF ANY SHOT4N OR DRTLEDIN ANCHOR EAU, REFER TOCBC SECTOR1918A8 4 ORILLEO.N OR SHOT -IN ANCHORS REQUIRE SPECIAL OSHPD APPROVAL WHEN USED 4 CEDING HEIGHTDMEIBIONS ARE FROM FINISH FLOOR 9µ TO FINISH FACE OF CEILING BY THEORY OF NEWPORT BEACH FIRE DEPARTMENT & EMERGENCY AND STANDBY POWER SYSTEMS ME REQUIRED. INSTALL LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TOME STRUCTURE ABOVE, DO NOT REORREASSFMBUES WHEN ATTACHED TO TWO ADJACENT G4 RAP ATONE FOR ANCHORAGE AND BRACING OF THE COMPONENT AND SY61SA OR CALCULATIONS THAT VERIFY THAT THE PROPOSED ANCHORAGE AND BRACING IN PRESTRESSED CONCRETE. a) PROVIDE TRAPEZE OR OMER SUPPLEMENTARY SUPPORTMEM4ERS AT 12 PROVIDE ALL NECESSARY BLOCKING. BR0IEIG,MI FRAMING FOR LIGHT FIXTURES. ELECTRIC UNITS, A.G. EQUFIFHR ID NJ- OTHER ITEMS REQUIRING IT. EMERGENCY AND STANDBY POWER TO COMPLY WITH SECTION 604 OF THE CFC, CRC. MC. NFPA 110 AND NBA 111 STATIONARY EMERGENCY/STANDBY 10 WALLS. FASTEN HANGER WIRES WITH NOT LESS TAN 3110117TXNS. PASTRY BRACING WIRES A DETAILS ARE BETTER THAN THE PRE -APPROVED SYSTEM ACOPY OF THE CHOSEN BRACING SYSTEM(S) INSTALLATION GUIDE/ MANUAL SHALL OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HAWSERS, STRUTS OR BRACES WHERE LARGER SUDS OR FIRMWARE REQUIRED TO COVER DDT, PPNGAD CONDUITS, ETC , THE IARGERSRID SIZE OR FURRING SHALL EXTEND THE BILL SURFACE O THE WALL • MOTH AND LENGTH WHERE THE FURRING OCCURS. GENERATORS SHALL BE LISTED IN ACCORDANCE WITH UL2M0. C MECHANICAL REFRIGERATOR SYSTEM SHALL SE ACCESSIBLE TOME FIRE DEPARTMENT ATALL TME6µ REQUIRED BY THE FIRE CODEOFFICAL(6063) WITH 4TIGHT TURN& MWE ALL TGHTTURNS WUMN A DISTANCE OF 142 wales. HANGER OR WACHS WIRE ACHOR610 THE STRUCTURE SHAKLIE INSTALLED N SU0HA MANNER THAT THE DIRECTION OF DIE ANCHOR AUGNSMOOM3.Yµ & BE ON THE JDBBB PRIOR TO STARING THE INSTALLATION O THE COMPONENT, EQUIPMENT, HANGERS MD/OR BRACES. PREAPPROVED NONSTRUCTURAL COMPONENTS INSTALLED UNDER THE2007 CHIC AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS HANGER MARES THAT ME MORE THAN 1 IN B OUT OF PLUMB ARE TO HAVE COUNTER -SLOPING WIRES 14. PROVIDE ACCESS PANES TO ALL CONCEALED SPACES BE ATTICS. VOID SPACES. T. CFC CHAPTER72007 POSSIBLE WITH ME DRECION OFTHE WEE WIRE TURNS LACE BY 9A'H.E WHERE MUST HAVE VAUD OPANEWER. ONLY PREAPPROVIS SPECIFICALLY APPROVED 10. SUPPORT AND ANCHORAGE OF LENT FIXTURES AND MECHANICAL SERVICES: ETD.)µ REWIRED BY THE CHIC AND LOCAL GOVERNING ITHORMES, 15 CCMPLYWMI FIE RESISTIVE REQUIREMENTS THROUGHOUT THE ENTRE BUILDING A WIMAIN REQUIRED FIRERESISTµCE RATING OF FIRE -RESISTANCE RATED CONSTRUCTION TO COMPLY WITH CHAPTER OF THE CFC. BOTH STRANDS ROE BEEN DE a-0W@OR BEM NMRM9NG Cµ WAVE DE 1-1W REQUIREMENT. BUTTE NUMBER OF TURNS MOULD E MAINTAINED. AND BE AS TROT FOR USE WITH TE2I07 CSC SIWL E USED. a) ALL RECESSED ORCROPJN LIGHT FONRES,µ WELL AS MUNE MOUNTED MECHANICAL AR TERMINALS AND SERVICES. SHALL BE SUPPORTED DIRECTLY BY PER CSC, CHAPTERS AND 601. 16. MAINTAIN FIE RATED CONSTRUCTION AT ALL CABINETS, ACCESSORIES, PANELS AND B MANTMN FIRE -RESISTANCE RATED CONSTRUCTION OPENINGPROTECTNES N OPERATIVE CONDITION IN ACCORDANCE WITH NFPA 80. (7032) 11. AS POSSIBLE SEPARATE NJ -CEILING MMHG AND SPLAYED BRACING WRESAT MASTS NOES & FOR ALL PRE-APPOMO SUPPORT AD SEISMIC BRACING OPTIONS FOR PIPING, DUCTWORK AND CONDUITS SLEW SHOP DRAWNGS OF TIE SUFPORTMID MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAN RUNNERS AND POSTNELYATTACHE0 WITH SCREWS CR OTERMRROVED SIMILAR FABRICATIONS ORASOEMBMES RECESSED RATED PARTITIONS. REFER TO C. WHERE REQUIRED BY FIRE CODE OFFICIAL A SIGN SHALL E PERMANENTLY FROM ALLINBRACED DUCTS,PIPES, CWWT, ETC. IT IS ACCETABETOATTIDHI BRACING SYSTEMS PER THE PRE -APPROVAL SHOP DR001N08SHALL BE SUBMITTED CONELIUS. ETAIQ4G220. DISPLAYED ON OR NEAR EACH FIRE DOOR IN LETTERS NOT LESS THAN ONE INCH 0GHPWEGM ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT BOOEEDING 314 INCH TO ME DISCIPLINE IRRESPONSIBLE CHARGE CEDE PROIEOT FOR REVIEW TO M SURFACEMO0MED FIXTURES SHALL BE ATTACHED TOA MN RUNNER WM4A 11. INMATE. NAMUR MD SUPERVISE A RFAw5uw F AND PRUDENT SAFETY PROGRAM WO mar BUT NOT UNITED TO. THE IS0LAT0N 0F WORK ARV* AND THE PROMPT HIGH TO READ M FOLLOWS: NOMINAL DIAMETER. TO HANGER WIRES USING CONNECTORS APPROVED BY OSHPO. VERIFY THAT THE DETAILS ME IN CONFORMANCE WITH ALL CODE REQUIREMENTS 6050074E CLAMPING DEVICE MADE OF MATERAL WRH A MINIMUMOFI4 GAGE 1. FOR ODORS DESIGNED TO BE KEPT NORMALLY OPEN: FIREDCOR-DO 12. WHENORRLECN CONCRETE ANCHORS OR SHOT4N ANCHORS ARE USED IN REINFORCES) ME SHOP DRAWINGS SHALL BE IN ACCORDANCE WTM ASE7.05 SECTION 138µ ROTATIONAL SPRING CLAMPS CONOT COMPLY. REMOVAL OF ANY DEBRIS OR TOOLS WHEN MOM ENDANGER VISITORS, PATIENTS OR EMPLOYEES OF THE HOSPITAL ALL ROADS AND WAM(WAY8 MALL RERAN CLEAR AND NOT BLOCK' CONCRETE FOR HANGER WRE8,1 ONTO 10 MUST E FIELD TESTED FOR 200 POUNDS MODIFIED BY THE CSC 2007 SECTION 181M 11 WIRE BRACE SYSTEM PROVIDE BRACING ASSEMBLIES PER DETAIL 07/48.05µ 2 FOR DOORS DESIGNED TOEKEPT NORMALLY CLOSED. -PRE DOOR- KEEP CLOSED.'(M321) 8 CFC CHAPTER 82007 A IRSTA111NTpROR FINISHES. DECORATIVE MATERIALS AND 9RNIBINGS TO TENSION WHENORWEDIN CONCRETE ANCHORS ARE USED FOR BRACINO•MNE& 10UT OF 2 MUST BE FIELD TESTED FOR440 POUNDS IN TENSION. SHOT -IN ANCHORS N A THE STRUCTURAL ENGINEER OF RECORD(SEOR) SHALL VERIFY THAT THE SUP90RTNG STRUCTURE IS ACEWATE FOR THE LOADS IMPOSED ON IT BY THE SUPPORTS AND RENTS INSTALLED PER THE PREAPPROV4L IN ADSMON TO ALL DETERMINED BY CALCULATIONS, WITH THE FOLLOWING UMTATWS 9) PLACE BRACINGASSEMBUES NOT MORE THAN S-0"W CENTER. b) CEING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO WAD IA(FNT UNCGSTRIUCIED. 1& VERIFY CLEARANCES, IMOUMNGIEI0N1S ANO LOCATIONS OF FIXTURES, EQUIPMENT, DEVICES MD ACCESSORIES WITH LATEST EEGON OFGOVENNG CCOE NOTIFY THE CONCRETE ARE NOT PERMnE0E0R BRACNGMBES. F ANY 910T-IN OR DRILLED -IN ANCHOR FAILS COMPLYW0H CHIC 191548. DR0181M OR 8HOT81AN0O68 REQUIRE OTHER LOADS. WALLS CEILING GRID MEMBERS SHALL BE AT LEAST 3/4' FEE OF OTHER WALLS IF ARCHITECT N CARE OF DISCREPANCY. COMPLY WITH CHAPTER 80F THE CPC. SPECIAL OSHPD APPROVAL PRIOR TO USE IN PRESTRESSED CONCRETE. B THE SEOR SHALL PROVIDE "SHOP DRAWING STAMP INOICAITNG THAT THE WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END O MAIN AND 19. VERIFY STUD SIZES REQUIRED TO ACCOMMODATE FIXTURES AND ACCESSORIES. ZIT. REFER TODETAILSNB& N14/142.90 FOR TYPICAL ACCESSORY MOUNTING. RR RR SAFETYDUP ITERATION 8. CFC CHAPTER 9200 A MAINTAIN ILL FIRE DETECTION, ALARM AND EXTINGUISHING SYSTEMS IN OPERATING CONOMON AT ALL TIMES MAINTAIN RECORDS OF ALL FIRE DETECTION. ALARM AND EXTINGUISHING ON PREMISES IN ACCORDANCE WITH SECTION THE 2007 13. 14. ATTACH ALL LIGHT FIXTURES HO CEILING MOUNTED AR TERMINALS TO THE CEILING GRID RUINERS TO RESIST A HORIZONTAL FORE EQUAL TOTE1BOTO+ TIE AREPARED. FIXRREB SCREWS OR APPROVED FASMJE6E FLUSH OR RE-CES ED urn:C/REBELL6 AMNA TNILS OR DEVICESNggy3 Q DIRECTLY C. DAIS HAVE BEEN REVIEWED AND ME IN GENERAL CONFORM44CEWM4 THE PRE APPROVAL AND THE DESIGN O THE PROJECT (CAC I-153 ) ESI THE SEOR SHALL GNANY SUPPLMEMARY FRAMING THAT IS NEEDED TO RESISTME AND/ORLOADS, MAINTAIN STABILITY AND/OR IS REQUIRED FOR INSTALLATION OF CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3Ar CLEAR OF WALL c) SUSPENDED CEILING SYSTEMS WITH AN AREA OF M SOME FEET°RIESS, SURROUNDED DY WALLS WHICH CONNECT DIRECRYTO THE STRUCTURE ABOVE. DO NOT REQUIRE BRACING ASS9IBLIE6 WHEN ATTACHED TO AT LEAST IWO ADJACENT RBLFTY DURKCONNSTRUCTION AND DBAOMIIQN 1. FINE-PD1eCIaNSYSTEM59R4y BE1WMANED OPEHRTONALATALLTMES SHALLO BE 901E2.1 OF CPC (901 6) B PROVIDE A FULLY AUTOMATICALLY ACTUATED PRE SPRINKLER SYSTEM LESS THMIM POUNDS ANY E SUPPORTED ON DE RUNNERS OF HEAVY OuTY GRID SYSTEM, BUT IN AMMON, THEY MUST HAVE A MINIMUM OTWO 12 GAGE - 6R6APPROL•EO STelat THE SUPPLEMENTARY FRAMING SHALL BE SUBMTIEO TOOMPOASA CHANGE WALLS, ORE-POTBMTIGSSISN CFC, 9. THROUGHOUT THE ENTIRE WILDING, INSTALLED IN ACCORDANCE WITH NFPA 13 (9G21.1) C MELOGTW OF FIRE DEPARTMENT CONNECTIONS SHALL BEAPPROV®BY THE SLACK SAETYWRES ATTACHED TO THE FIXTURE ATOLAGONAL COMERS AND ANCHORED TOME STRUCTURE ABOVE. AL.4 FOOT AFOOT LIGHT FIXTURES MUST HAVESLACK SAFETY WIRES AT EACH CORNER. AL FLUSH OR RECESSED WM FIXTIUES AID AR t".IWM %WEIGHNG 58 POWE8 OR MORE MU61E D. ORDER, ME SOP DRAWINGS(WTTH THE SHOP DRAWING STAMP) SHALL BE SUBMITTED TO THE DISWCT STRUCTURAL ENGINEER TO REVIEW THE FP FOR PRAP%ROVED 2 6YOEETEDTONNREFER OOV0REDAPTER EDWRINGALIERATON.WEN SMOKED6YTELOGALL BE CMDRIICR YI REMOVED CQ6WYEA110ttNEN NMORNG DETECTRSEFER &LOWED BYTINLOE CTY OF FULLERTON FIRE DEPARTMENT 903,2T) D. AL VALVES CONTROLLING WATER SUPPLY, PUMPS, TANKS, WATER LEVELS AND - E SY31BM, THE SHOP DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE KEPT ON THE DRE EIHR FOR R SMOKE DETECTOR EYMGALERATI N. REFOTORYC CHAPTER 9. TO CHAPBR9. 3 F INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAU112 GAGE MOVES. EACHATIACHED TO THE FIXTURE AND TO THE STRUCTURE TEMPERATURES. CRMCALAR PRESSURES AND WATER -FLOW SWITCHES FOR BAMI2EMIREPSHALLB EXITCORROO65HtEWORARVING DENTRUCTIONNTS ABOVE EGAELE35 J0B5TE AND CAN TEN BE USED FOR INSTALLATION OF THE SUPPORT AND NOT HAVE THER REQUIRED WIDTH REDUCED TOL/MS*8W0-0'. SPRINKLER SYSTEMS SHALL BE EUCTRICALY SUPERVISED (903A) E. ALARM/TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND it OF TETYPE OF CEILING GRID SYSTEM USED. SUPPORT SURFACE MOUTEDLGHT FIXTURES BY AT LEASTIYO POSITIVE DEVICES - BRACING. OSIW FIELD STAFF WILL REVIEW THEINSTALATON. CITY OF NEWPORT BEACH MITIGATION MEASURES 4 TEMPORARY WINO SHALL BE APPROVED BY THE OSHP0 FIREWPSMA AND THE LOCAL FIRE AUTHORRY.FIRE - RESISTANT ASSEM4UESAND CONSTRUCTION SHALL AUTOMATICALLY TRANSMITTED, CONSTANTLY ATTENDED LOCATIONS AS DEFINED WHICH. SURROUND THE CEILING RUINER AND MHCHAEFJW49p,OTEDFROM- F. A COPY O DE CHOSEN BRACING 5YSI INSTALLATION EINSTALATON 1.SHALL SHALL BE IZED DURING OBILE AND �RYSHALL BE MAINTAINED. 5. PLASTIC FILMWHW IN NEPA72 (903A1) F. APPROVED AUDIBLE ALARM DEVICES SHALL BE CONNECTED TO EVERY THE STRUCTURE ABOVE BYA 12G6DEM'RE SPRNGGUPSOR CLAIMS THATWMECT BE ON THE JOBSTE PRIOR TO STARING THE OF IV µDOB BADE6. CONSTRUCCTWION NAND LOW SULFUR E WILLED IN STAQUIPMENT TIONARY EQUIPMENT. WHEN AMIABLE. QIY TO THE RUNNER ARE NDTACCBTMI3. PROVIDE AWTDNAL6LpPoRRS WHEN USED FOR DUST PROTECTION SHALL BE FLAME RESISTANT. 8. CUTTING AND WELDING AUTOMATIC SPRINKLER SYSTEM, PROVIDED ON THEFXTEROR OF WILDING IN LIGHT FIXTURES ARE 8 FEET OR LONGER TISDENNTRACTOHS RESPONSIBIUIYTO OBTAIN COPES OF OSHP0 2 IN THE EVENT THAT HAZARDOUS WASTE 6 DISCOVERED DURING WE PREPARATION OR OPERATIONS SHAW- BE IN ACCORDANCE WITH CFC. APPROVED LOCATION AND ACTUATED BY AUTOMATED SPRINKLER SYSTEM. 18 SUPPORT PENDANT MOUNTED LIGHT BDTUTES DIRECTLY FROM TESTY.ICTRE 9REIPPROVALSAND FORMS"' ME OR WADI ONE COPY OF EACH. CONSTRUCTION, THE IDENTIFIED HAZAoOE 1SWASTE MOM 1W411310X6 MATERIALS (90342) ABOVE !NTH HANGER WIRES OR GAD. ES PASSING THROUGH EACH PEEWIT HANGER G. COMPONENTS OF TWO OR MORE PREAP9Rp9ED BRACING SYSTEMS SHALL NOT BE SHALL BE HANDLED AND DISPOSED IN THE MANNER SPECREDBYME STATE OF G PRONE A CVSS!STANDPIPE SYSTEM WTH FIE HOSE CONNECTION AND CAPABLE OF SUPPORTING(4)11ME5 THE WEIGHT OF THE FAILURE A GRACING MIXED. CAMpORNIAHNAvmIS SUBSTANCES CONTROL LAW (HEALTH NM SAFETY CODE COMPATIBLE WITH LOCAL RRE DEPARTMENT. LOCATIONS TO BE APPROVED BY ASSEMBLY ISREDUIED WNEREMEPENMNTHMNGER ONLYONEPREAPPTROVED BRACING SYSTEM HMV BEUBEDFONARUNG PPE. DUCT DMSION20,CHAPTER 0.5),STANOMp$ESTMUSEp BYMECALFORNA FIRE CODE OFFIC85STANOPRE6SYSTEMS SHALL BEINSTRI'mILCOAIED PER PphTMlEBTHECBLNG.SPCCIAL OETAISARE REQUIRED TO ATTIOHTEPENOWI ORCWWR. OEPMTMEM OF HEATH SERVICES. OFFICE OF STATEWIDE HEALTH PLANNING AND 1 REMITO CONSTRUCTION DOCUMENTS F'QRADDTONAL INFORMATION. SECTION 905 OF THE CFC. (905) HANGER TO 1E BRACING ASSEMBLY TO TRAiSIITHOREONTAL FORCES. - ANYSUBSTMMION OF COMPONENT OF A PREAPPROVED BRACING 0Ia 1 eM SHALL DEVELOPMENT AND ACCORDING TO THEREQUIREENTS OF THE CALIFORNIA COORDINATE THE LOCATIONS OF LIGHTING FIXMES. IECHMBOLIXICTS AND H 8FEECT, INSTALL AND MAINTAIN PORTABLE FIRE DMR3UIBHERB IN ACCORDANCE WITH SECTION 906 OF THE CFC AND CHAPTER 3, THE 19 CNJFORNA CODE OF 17. ADOTONAL REQUIREMENTS FOR FIRE RATED CEUNGS a) PROVIDE UM@iWRTH1 LABDRMORY (ILL) DESIGN MREEE OR STATE FIE REWIRE OSHPD REVIEW AND APPROVAL ADMINISTRATIVE CODE, TITLE 30, CHAPTER 22 3 DURING CONSTRUCTION, ALL NOISE GENERATING ACTIVES SHALL BE UNITED TO THE DIFFUSIES. ENC. WITH STRUCTURAL ELEMENTS, PLUMBING FIRE SPRINGER LINES. ETC. NOTIFY ME ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. REGUUMONS.NUMBER, TYPE. SE,AND LOCATION SHALL BE DETERMINED BY MAR9L0(SEM)UST/BRUNER. THE COMOBNR ICI NSTALIATKNDETAA3 & THES9KOG IN DETAILS OF THE SUPPORT AND BRACING OF FlE SPRINKLER HOURS OF 7:00µ T0000 PM ON WEEKDAYS AND &00MIT) 8'00 PM ON SATURDAYS. OSRPD. MUST CONFORM N EVERY RESPECT WTHTEUl E SYMRI0VAL FOR THE %PSG SHALL. COMPLY WITHTE 2002EQT0N OMpA13 AND CHAPTER 130F ASCE NO NOISE GENERATING AGITATES SH8L 000UR ON SUNDAYS OR NATIONAL HWGAYS 1 PROVIDE AN APPROVED MANUAL AND AUTOMATIC FIRE ALARM SYSTEM N DESIGN 111E 95.FED. CUSTOM DESIGNS MHGH COMBINE COMPONENTS 7AS M00619) 6Y THE CSC 20076ECIGN51013M141MANC STATE FREHMRSHAII IN ACCORDANCEW1TH THE CRY E NEWPORT BEACH NOISE ORDINANCE OFNFRM GPSS ACIRhRYNOTES ACCORDANCE WITH SECTION MOT OF THE CFC AND NEA R - _ FROM DIFFERENT BUT NAVE NOT BEEN 1ESi®µA AMEOMBTS. __ _ _ _ _ _ COMPETE ASSE9Y ME NOTA7CB1M15 FOR T. _ 1. COMPLY WITH THE REQUIREMENTS OF CSC, CHAPTEt11B. 2 REFER TOSPECIFICATIN 10500 FOR ADDITIONAL INFORMATION ON TOILET ACCIEWDMW ANDTOO-ETPARRTONS FOR I-2 OCCUPANCIES USE AUDIBLE APPLIANCES IN NONPATIENTAREAS VI81BLEMPLANCES MAY BE N FOR ESSENTIAL SERVICE BUILDINGS. BRICNGA56EMBLESME REQUIEM EACH96 SQ.FT. TEFNST BRACING ASSEMBLY 6 REWIRED NOT MORE THAN WHEN ISTAINNG DRILEDN ARCHERS AND/OR POWDER DRIVEN PINS IN EXISTING NONPRE5TRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID USED IN MEI OF AUDIBLE APPLIANCES IN PATIENT -OCCUPIED AREAS. AUDIBLE 4'-0'FROM EACH WALL A MINIMUM W WE BRACING ASSEMBLY IS REM 1RNT CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. PLANTAIN A MINIMUM & REpiTO SHEET G230 FOR ADOMONL DIMENSIONS NOT SPECIFICALLY SHOWN. APPLIANCES PLACED IN PATENT AREAS SHALL BE ONLY CHIMES OR SIMILAR BETWEEN AMC TWO ADIA0ENTIXPAN&ON CUTOUTS ON RUM46-01666W3 CLEARANCE OF ONE INCH BETWEEN ME REIMOOEl1ENTAND ME DRILLED -IN VINFYJAMM. CLEARANCE PRIOR TO CONSTRUCTION. NOTIFY ME ARCHITECT IN SOUNDING APPLIANCES FOR ALE -RING STAFF. PROVIDE AN ELECTRICALLY BRACED. ANCHOR ANON PIN. CAE OF DISCREPANCY. A REFER T00ETALATAQ.BOFOR HVOCAPPEDRESIR00M DOOR SCAN. SUPERVISED AUTOMATIC SMOKE Ow Eta ION SYSTEM. (907252) 4 POP RIVETS,SCREWS. 0R OTHER ATTACHMENTS ARE NOTACCEF1A90E UIlE53 D APPROVE) BY Ul A08FM. SPECIFICALLY DETAILED ON 11E0RAWOGAND 6 THE PROJECTTOR SHAPERFORM L PERFOCONTINUOUS INSPECTION OF THE PROJECT WITH 5. LA109NGA0 LOCKING DOORS THAT ARE KALO ACTIVATED MDWHICHME N A A PROVIDE AND INSTALL MANUAL FIRE ALARM BOXES NOT MORE THAN FIVE FEET 18 C9LNG CLASSIFICATION INFORMATION. THE FOLLOWING DUTIES AND AS REQUIRED BY THE GOVERNING WILDING CODER: PATIO TRAVEL. SHALL BE OPEABLEWTH ASNGLE EFFORT BY LEVER TYPE FROM THE ENTRANCE TO EACH EXIT. AND BETWEEN FORTY-TWO AND FORT -EIGHT ) ACOUSIPALCEUNG WADNAE, BY PANIC BARS. %YHPULL ACTIVATING BARS OR OTHER HARDWARE INCHES ABOVE FINISH FL000. BOXES SHALL BE RED IN COLOR, WMI NOT moRe 000J14O GIGO CLAGSFMATION HEAVY DUTY A MEINSPECTCR(8) OF RECORD SHALL MWMAN FIELD RECORDS OF CONSTRUCTION DEBIMED TO PROVDE nnttAOFWMIOM REQUIRING THE ABET' TO GRASP THE THAN TWO HUNDRED FEET TRAVEL DISTANCE BETWEEN BOXES (9VTA) N GYPSUM BOARD PROGRESS FOR EACH MY OR ANY PORTION OF THE DAY THAT THEY ARE PRESENT OPENING HARDWARE PER CSC, 6E011E41133B. 10. CPC CHAPTER 10200 CEDING GROOIµ9FICATON: HEAVY DUTY ATMEPRDECISITE LOCATOR. MEfIHD RECORD SHALL STMETMEOAN74AL & M4l'JMUM EFFOTTOOREHAIE DOORSSHALLNOT EXCEEDSFWNDE PERME REQUIREMENTS OCSC SECTION f133B2& FOR I-2 OCCUPANCIES: 18. REDSEODOSTING CEILING WNC£RHARES MASLlYW6ES a) THE GAGE AND SPACING DETHWIRESTWIRES MUST DOURLY MIME CURER TOE OOBARTURE, ASMMARY OF MDRK IN PROGRESS AND NOTED DBICIENGIES TIE E CONSTRUCTION OROEVAIKF/SFHOMTEAPPROVED CONSTRUCTION MPiPA PHASED NOTES ALL MEANS O EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 8 FEET APPLICABLE CODES. b) ALL E0SIING HOWiER WIRES MUST BE TES1E0102200 POUNDS N TENSION. W ALL EXISTING BRACING WIRES MUST BE FIELD TESTED TO4O PONDS OF B. DOCW@TS.MEFIED RECORD SHALL 000411ITTE DATE TIME Aa METODOF CORRECTOR FOR ANY NOTED DEFICIENCIES OR DEVIATORS, ALL FEND RECORDS OE CONSTRUCTION PROGRESS SHALL BE RETAINED ON TEJ05 1.MEPTASNGPHIRBRESETNI&PIMSNGEOESEDBYTE OWNER D. ALL MEANS OF EGRESS SHAD. HAVE ABLIP-RESISTANT, SECURELY ATTACHED WAI.ONG SURFACE. TENSION UNTLTHE COMPIETOII OF THE WORK AND SHHAL UPON REQUEST, BE MADE COORDINATE PEREERSSOU 5Kl1EREQUESEOOQYQOWNEPllOWME REIWIRBIEND (1003.4) C. ALL MEANS OF EGRESS SHALL Q) IF ANEW1WE 15 TO E SPLICED TO AN E0S1NGWIRE, THE FOLLOWING G AVAILABLE TOTE OFFICE, THEARHCTECT OR 91IBEFR IN RESPONSIBLE CHARGE PHI3RGATETE AMCYOMEMAC BDOATEDADTOREWTH HAVE AN UNINIERUPMED PATH O TRAVEL THAT DOES NOT DIMINISH REWIRED CAPACITY TO AN OUT DISCHARGE (10038) REQUIRED: THE ARCHITECT OR STRUCTURAL ENGINEER N GENERAL RFRaMwgm F C MD THE OWNER THE INSPECTOR SHALL NOTIFY THE CONTACTOR, INWRMNO, OF AM DEVIATION AND GOLWEEDMEAD. D. ALL ASSEMBLY OCCUPANCIES SHALL HAVE THE OCCUPANT LOAD OF THE ROOM CHARGE MUSTSUBMT TO OSHPD ADETAIL MB BPECFICAION DESCRIBING FROM APPROVED CONSTRUCTION DOCUMENTS OR NEW CONSTRUCTION NOT IN 2 MIARRAN FILL POAORMONMIG TELECOMMUNICATIONS, HVAC. WATER AND OR SPACECOISPOUWSLY POSTED NEAR THE MIN EDT OR ET ACCESS HOW Tit SLE6 TO BE WOE COMPLIANCE WITH THE CAUFORNIA WILDING STANDARDS CCDEWHISH HAVE NOT SEWERTOAREµ INDICATED TO RELWN AND COMPLETED PHASES DURING DOORWAY POSTED SIGNS SHALL BEANAPPROVED, LEGIBLE PERMANENT ALL NEW WIRES. AFTER BEING SPLOpD 10 THE FASTING 0REB. MUST BE BEEN IMMEDIATELY CORRECTED BY THE CONTRACTOR, COPIES O SUCH NOTICE BUSINESS HOURS NOTIFY THE OWNERA MIRAMIA O 48 HOURS IN ADVANCE IF DESIGN AND SHALL BE MAINTAINED BY OWNER OR AUTHORIZED AGENT. (1004.3) FELD1ESTEDPEt RBIS bAN cABOVE SHALL BE FORWARDED IMYEDIAIELY TO THE ARCHITECT OR ENGINEER IN TEMPORARY INTERRUPTION O 8E910E5 BECOMff3 NECESSARY E. ALL MEANS OF EGRESS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS ALLFHDTE818 MIST EPHIFORU® IN THE PRESENCE OF THE INSPECTOR REWEBECHARGE. OWNER ANC TO THE OFFICE. 3. PRONE TEMPORARY NONCOMBUSTIBLE CONSTRUCTION BARRIERS THAN 32 INCHES AT DOORWAYS (10081.1), NOT LESS THAN 44 INCHES AT OF 4. MAINTAIN UNOBSTRUCTED ACCESS TO SOTS. STAIRWAYS I1009.1), CORRIDORS (10172) AND EXIT PASSAGEWAYS(10212) AND RECORD 0. TEMPORARY AND MOVEABLE E0UFMRR 5. PROVIDE TEMPORARY FIRE PROTECTION EQUIPMENT AS REQUIRED BY THE FIRE NOT LESS THANKS INCHES AT RAMPS(1133B,5.2) 20 THE WIDTH 0FT4 PERIMETER SUPPORT.° MOLE SWILL BE NOT LESS THAN TWO TEMPORARY (STRUCTURE ERECTED FOR A PERIOD OF LESS THAN IU DAYS. CSC200 W8FECTOR F ALL MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT INCHES EOama3103.1 µ0APPENDIXCHAPIFR I. SECTION 107.1) AND MOVEABLE. (ICOORDINATEµ REQUIRED WITH GOVERNNGMTHGRMES TO AILOWOCCUPANCY OF COMPLETED PHASES. ALL TINES THE BUILDING IS OCCUPIED. EGRESS ILLUMINATION SHALL BE CONNECTED TO THE EMERGENCY POWER SYSTEM. EMERGENCY POWER 21. DEVIL 01 REFER TO DEL 1NBIM FOR COMPRESSION STRUTREOUIREMETTS EQUIPMENT MAY BE EXEMPT FROM ANCHORAGE AND BRACING REQUIREMENTS w �COMPLETED Z. CUTTING AND PATCHING, REFER TO DIVISION 1 SPECIFICATIONS. A EECUE WORK BYMETHODS WHICH WILL AVOID DAME TO COMPLETED WORK SYSTEM SHALL BE CAPABLE OF SUSTAINING EGRESS ILLUMINATION FOR NO LEE THAN A 90 MINUTE DURATION WHERE 00MPOEB µ NARE IDENTIFIED ''TEMPORARY'. THE DRAWINGS SHOULD N0CATE THEEXPECIED DURATION OF USE AND INTENDED PERMANENT REPLACEMENT COMPONENT EQUIPMENT MAY BE CONSIDERED 'MOVABLE' IF DURING TAYLOR RDWHICI WILL PROMEAPPROPRATE SURFACES TO RECEIVE PATO-UNGAND 11. CFC CHAPTER 30 2007 NORMAL USE OF THE COMPONENT, T IS MOVED FROM ONE LOCATION TO ANOTHER A MEDICAL Gµ SYSTEMS SHLLLCOMPLY WITH CHAPTER 300E THE CFC BM COMPONENTS MEWED ON WHEELS FACILITATE PERIODIC MAINTENANCE OR B. EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING AND PATCHING FOR WEATHER 99. AND NEPA55 CLEANING BUT WHICH OTHERWISE REWIN IN THE SAME LOCATION ME NOT EXPOSED NO MOISTURE RESISTANT ELBAST&AND BIGHT-SQ055D SURFACES. C. CUT RIGID DATUMS USING IASORYSAW ORCORE DRILL PNEUMATICTOOLS NOT ALLOWED WITHOUT PRIOR APPROVAL CONSIDERED MOVEABLE FOR THE PURPOSES OANCHORAGE AND BPRACING SEE A Architecture I 73A N�":;� V, CHIC 200IPPFJDIX 1AN 1052 FORNORKIXEMPT FROM THE D. FINISH SURFACES TO MATCH MACFMFlMSHEDSURFACES. FORCGNIINUO(6 GENIIAI ROOF NTFSR 11410.ER1aE BUILDING PEWIT BUT WILL BE REQRED TO COMPLY WITH ME CWFOA BUILDING Planning J \MR SURFACES. REFINISH TO NEAREST INTERSECTION OR NATURAL BREAK 10 ATPENETRATIONS OFIRE RATED WALLS, PARTITIONS,DENNG, OR FLOOR 10. STIDMD6COOEMON9GN8 NO REFERENCE E TO 'OR EQUAL' OR ALLOWED MESS IT CLEARLY SPECIFIED THAT 1, FG Interior Designce CONSTRUCTION, COMPLETELY SEA WITH VOIDS WLABELED FIRE RATEDWTERIAL ASSEMBLIES TO FULLTNICGNF380FTHE PENETRATED ELEIHNT INA000610 NE 1 COMPLY WITH THE REQUIREMENTS OF CDC, CH0PTER16 2. VERIFY THAT ALL FLAT ROOF AREAS HAVE POSITIVE DRAINAGE PRIOR TO SHEETING ON4NGEOROHt PM'9RFGw•WBSMUTIONSMIATEAPPROVED BY 06FBq BYMEANS 0FA6 p WITH LADE RE0GRBENTS NOTIFY THE ARCHITECT IMMEDATELY IN CASE OF DISCREPANCY 3. ALL ROOF HEIOARES AGIVEN FROM DATUM 4. VELOCATIONSIZESIFY LOONS AND 8B OF ALL ROOF OPENINGS AND PLATFORMS 5 VERIFY ALL CLEARANCES AROUND ALL MECHANICAL EQUIPMENT WITH MECHANICALJ� Name NNWCAB'60 batmn %\4F( 4A" P DRAMNGS AAN 8. L ROOFING SMALL BE CLASS A FIRE RETARDANT. REFER TO SPECIFICATION 0T540 P9483T4.1925C Q= GiALA F 9495T11338 7 FLASH ALL ROOF PENETRATIONS (I E PIES. CONDUT, ETC.) PER SHEETM]D. REFER TO SPECIFICATION 05AAND 0540 FOR OTHER CONDOM'S _ 'WE' HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoeg Drive Newport Bea41, CM. 02858 HEART & VASCULAR INSTITUTE am °` GENERAL NOTES R S0.5,aw,.,D/; OATt a..T...as 05SUBMITTAL 915110 1I0 3160200 OSHPD SUBMITTAL R 12M1V10 .wTn ARCKTECT R REGIER mmi ea M. RODRIGUES ' ISSUE DATE enslo ,, ,. •w,,, ,. sr: NJ G 1 11rr=r4r i 2 I n I 5 I 5 1 1 1 _ I9 :0 I 1 12 1 13 I 14 I 15 ' 5 1 _ . .. ._ A .. _ .. .. _ .01 2010&3201 PM 2 7 8 10 12 a J SPECIAL SEISMIC CERTIFICATION TABLE EQUIPMENT REQUIRING SPECIAL SEISMIC CERTIFICATION Equipment ID Deegm Mmetemmer MedSNmbr Projected SSC 90ntW Date OSHPD Specie SebIC Pm -Approval Ap&a5m1 Number or 0efend Approval Item Simpers and Monday Power Syekns m Refer equipment noted under SWtteer. Tmnsfbmen end DsftMon Panels babe Semite Eaepmem Elevator° Elxebr CoMeb Compexnbends Haardo s Conga None Included In the rope of the project Smoke Control Fens Nona °dulled In the cape of this project Ne lnea None Inducted Intee snie Klee prowl Motor CCenters Not Inp.bS1l thesoups athis prefect.NUIMupa0FbMAeemdeMe Equipment InMde°e Me grope MAN °Reci N-RayMdedIx In Not IncludedUMY peeCt on61br Unite Not°MP d 5 .sc Not wnMM m He scope of M4 pojxt Ah Handling Units AMt CuabmMHU Enemy Labe - Deferred Appeal Item AH-0 Enogy Labs - Deemed Approval Item MI-44 C mAHLI Cuebm AHU Ew9y Labs - Dlaned Approval Item AHee 01ubm AHU COOII - ° DebnMAP0oM Hen EFBi EMaul WA Cook ACRU-B-HP OSP-0Oi&10 EF-50 EIwM UM conk ACRDB2P 165 SP.ma7-10 IX-5 Etluust CM ACRU245SP-0033-10 d EX-59 Ik4 Exhaust UM Cook 150 ACRU-165 OOB SP0033-10 IXSB Exhaust Unit Cdak ACRU8IW OSP-0033-10 Chia used for NVAC 801ktlWM Ft the scope ofhx poject Cook° Toxb Not inducted F de scope of Me Prrie L Tlaianm Tralpnes 75 KVA EQUIPMENT REQUIRING SPECIAL SEISMIC CERTIFICATION Equipment ID DererMfice Model klcear PINKS SSC Slm4l Dee OSHPD Specie Sehm4 Pre-Ppprovel Aopkslbn Number Bechtel Substations NCI included Atha scope of this pgee. -3 UPS al Associated BsMo Not bldltl bit. scope of 5 s pgea OULiLin Peso leading Is Pale Sow* CPA 208 amp pamixod Deemed AIMovl Hem CPB 100 snip PasEnad Deferred Appeal Item CPC 100 ary paldmd Deferred Approval Item ED 200 ale porebred Deemed Ammo' Item LSP 50 amp paamd - Deemed AFpmel Hem NPA 20amp PIMPd Ceared Approve Item NPC 100 ma Pemd Defend Appmusl Hem Control Panel for Flo Alarm. Fire Suypxebn. PreaNm and ko /Re of Power Supplies FACP Wel mounts Pee Arm corers PaW FA Mate Mabr Mil Mprbd FkeA use°Pael Architecture Planning Interior Design 2220 uaae° Drive Ne%p°Bea* CA 92660 ~teal P949.5741325 F 9495741338 Pft ,T, HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Ho.g Dnw. Neepaft Beach. Ca 82658 S 'FIRE HEART & VASCULAR INSTITUTE SEISMIC CERTIFICATION MATRIX err ONS/SUlam.,a 11 PROJECT *MBE, OSHPO SUBMITTAL *I ° 6/3160200 0SHP0 SUBS RTAL62 12l15110 PROJECT 5AcxmT R REGIER ASDICt APPROVALS LKIE StstE SHEET IlanSII Auger 8115r10 2 12/152010832'O6 PM 5 I 0 T 13 I 14 G2.01 HL101366-30 9 13 16 17 TYPES OF CONSTRUCTION / FIRE RESISTANCE FOR BUILDING ELEMENTS MAXIMUM AREA OF EXTERIOR WALL OPENINGS SHAFT ENCLOSURES OCCUPANT LOAD EGRESS WIDTH EXIT ACCESS EXIT ACCESS TRAVEL DISTANCE CORRIDORS NUMBER OF EXITS . TABLE 601 CONSTRUCTION TYPE TYPE I -A BUILDING ELEMENT FIRE STRUCTURAL FRAME RESISTIVE BEARING WALLS - EXTERIOR 3 HR BEARING WALLS - INTERIOR 3 HR NON BEARING WALLS / PARTIDONS / INTERIOR 3 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 2 HR 1 12 HR TABLE 602 CONSTRUCTION TYPE/ OCCUPANCY TYPE I -A /I-2 BUILDING ELEMENT FIRE RESISTANCE FIRE SEPARATION DISTANCE NON -BEARING EXTERIOR WALL 1 HR <30 FT 0HR >30 FT TABLE 704.8 EXTERIOR OPENINGS / FULLY SPRINKLERED BUILDING 704.8.1 ALLOWABLE % EXTERIOR OPENINGS FIRE SEPARATION DISTANCE NOT PERMITTED < 3 FT 15% 3FTto5FT 25% 5FTto10 FT 45% 10FTto15 FT 75% 15 FTto 20 FT NO LIMIT >20 FT SECTION 707 707.4 FIRE -RESISTANCE RATING NO. OF STORIES 2 HR 2HR- NOi LeSS THAN FLOOR ASSEMBLY PENETRATED <4 STORIES FIRE BARRIER SECTION 706 SECTION 1004, TABLE 1004.1.1 REFER TO FIRE LIVE SAFETY PLANS G2.51, G2.51AAND G2.51D SECTION 1005, TABLE 1005.1 REFER TO FIRE LIVE SAFETY PLAN G2.51, G2.51AAND G2.51D SECTION 101422 GROUP I -2 USE MAX S.F. NO. OF EXITS SUITE NON SLEEPING ROOMS 10,000 S.F. >2,500 S.F. (2) EXITS 50 F.T. MAX TO ROOM EXIT ACCESS DOOR SECTION 1016, TABLE 1016.1 OCCUPANCY FULLY SPRINKLERED I - 2 200 FT. o. BUILDING EQUIPPED THROUGH OUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 1016.2 - DISTANCE INCREASE - NA 1016.3 - DISTANCE INCREASE - NA SECTION 1017, TABLE 1017.1 CORRIDOR FIRE RESISTANCE RATING OCCUPANCY OCC. LOAD SERVED BY CORRIDOR FULLY SPRINKLERED I-2 >6 1HR SECTION 1019, TABLE 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD REFER TO FIRE LIVE SAFETY PLANS 6251, G2.51AAND 6251D VERTICAL EXIT ENCLOSURES SECTION 1020 1020.1 INTERIOR EXIT STAIRS / RAMPS NUMBER OF STORIES 2HR > 4 STORIES HR-NOT LESS THAN FLOOR ASSEMBLY RATING <3 STORIES SHAFT ENCLOSURES SHALL HAVE A FIRE - RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS BUILDING USE `ORIGINAL CONSTRUCTION DATE PROJECT DESCRIPTION PROJECT SQUARE FOOTAGE TYPE OF OSHPD APPROVAL CODES APPLICABLE STANDARDS OCCUPANCY GROUP CONSTRUCTION TYPE ALLOWABLE HEIGHT INCREASE HEIGHT MAXIMUM NO. OF STORIES INCREASE NO. OF STORIES ALLOWABLE AREA INCREASE AREA TOTAL ALLOWABLE HEIGHT TOTAL ALLOWABLE STORIES TOTAL ALLOWABLE AREA ACUTE CARE HOSPITAL 1951 REMODEL OF EXISTING HOSPITAL TO ADD NEW HYBRID OPERATING ROOM AND ASSOCIATED SPACES, PER-OP/PACU AREA, 1 NEW CATH LAB 1 REMODELED CATH.LAB, NEW RECOVERY BAYS AND NEW STAFF LOCKER ROOMS REMODEL AREA 20,821 SOFT. NON- STRUCTURAL ALTERATION 2010 CALIFORNIA ADMINISTRATIVE CODE (CAC) PART 1, TITLE 24, CAUFORNIA CODE OF REGULATIONS (CCR) 2007 CAUFORNIA BUILDING CODE (CBC) PART 2, TITLE 24,CCR (2006 IBC AND 2007 CALIFORNIA AMENDMENTS) PART 2, TITLE 24, CCR) 2007 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24, CCR (2005 NEC AND 2007 CAUFORNIA AMENDMENTS) 2007 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24, CCR (2006 UMC AND 2007 CALIFORNIA AMENDMENTS) 2007 CAUFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24, CCR (20(6 UPC AND 2007 CALIFORNIA AMENDMENTS) 2007 CAUFORNIA FIRE CODE (CLAFC) PART 9, TITLE 24,CCR (2006 IFC AND 2007 CALIFORNIA AMENDMENTS NFPA 2001, 200 EDITION, CLEAN AGENT FIRE EXTINGUISHER SYSTEMS NFPA 13, 2002 EDITION, THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS AS AMENDED NFPA 55, 2002 EDITION, STORAGE, USE AND HANDLING OF COMPRESSED GASES AND CRYOGENIC FLUIDS IN PORTABLE AND STATION CONTAINERS, CYLINDERS AND TANKS NFPA 72, 1999 EDMON,NATIONAL FIRE ALARM CODE, AS AMENDED NFPA 80, 2001 EDITION,FIRE DOORS AND FIRE WINDOWS NFPA 99, 2005 EDTTION,HEALTH CARE FACILITIES, NFPA 99C GAS AND VACUUM STANDARDS NFPA 110,2005 EDTTION,STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS NFPA 252, METHODS OF FIRE TESTS AND DOOR ASSEMBLIES NFPA 257, 2000 EDITION, FIRE TEST FOR WINDOW AND CLASS BLOCK ASSEMBLIES I-2 SECTION 308.3 TYPE I -A, FULLY SPRINKLERED SECTION 503.1.3 TYPE I -A ALL OCCUPANCY GROUPS UNUMITED FT. ABOVE GRADE PLANE SECTION 503.1.3 TABLE 503 NOT APPLICABLE SECTION 503.1.3 TYPE I -A SECTION 503.1.1TABLE 503.1.3 OCCUPANCY GROUP- ALLOWABLE STORIES 1-2 UNLIMITED NOT APPLICABLE SECTION 503.1.3 TYPE I -A SECTION 503.1.3 TABLE 503.1.3 OCCUPANCYGROUP- ALLOWABLE S.F. PER STORY 1-2 UNLIMITED NOT APPLICABLE SECTION 503.1.3 UNUMITED SECTION 503.1.3 UNUMITED SECTION 503.1.3 UNUMITED SECTION 503.1.3 Architecture Planning Interior Design 2220 UnIently 0nve Newport BUN, CA e]HW ew..tut .Saa P940.574.1325 F 940 5741338 nagcl HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoag Drive, Newport Beach, Ca 92658 HEART & VASCULAR INSTITUTE PROJECT CODE ANALYSIS s.E0I smt. RCASIONS/549.14145 a&mo BUBMniNlal OSHPD BUBMBTAL112 en5110 12/16/10 PROJECT MOVEICR 3160200 PRGACI ARCIRECT R REGIER w.. s. SMURPHY SAFE OFTE 910ET HUMPS 8/15/10 2 /2010 632:07 PM 4 G2a1O HL101366-30 10 11 13 14 15 GENERAL NOTES I. IB£RT041@TA]L91FOR NOTES.LEGEIONIOWNILEGE1110. 26-7A (E) SURGERY EQUIPMENT 0 ea 26-8A 28-3 u t1 (E)ANESTN. H - (ESTEFULE *'01-2431 CORRIDOR 11431 14.7 0 A l\ - 26-9 RED UNE rl 6'P KO F. 10 F.0.F M I I J CLEAN HOLDING PHYSICIANS LOUNGE Ina m w r DI STAFF LOUNGE to (E) PUMP 28-1 26-11 L`Ji iJ PIO fl 4 - —26-T ---26-U 26-V - 28-B Architecture Planning Interior Design 2220 University Dove Newport Beal. CA 93400 Ne a1Axm PO49574.1325 F9495741334 SHEET HIRE_ HOAG MEMORIAL HOSPITAL PRESBYTERIAN one Hoag Drive. Newport Beat; Ca 92958 HEART & VASCULAR INSTITUTE FIRST FLOOR PLAN - SEGMENT A REAPONS/SLIBIAITTALS. OXIE PROJECT au . . OSHPD SUBMITTAL e1 6)15/10 3160200 OSHPD SUBMITTALY2 12/18H0 PROEMARCHITECT R. REGIER DRAMA a. J.1 AGCFN 6/15/10 1 1 2 620103275B PM 4 14 1 15 1 16 uuc 1H'_ 1-0" A3.01A HL101366-30 9 ID 12 15 16 17 GENERAL NOTES 27-B <- 27C3/4 27-D- 27-3 Y O.R. CUMENTATIO I ST PUMP ROOM — m 4 4 L2 L24 e-V 012, S _ SERVICE SPACE { M SUB STERILE 012 1W 111111111111111111111111IIlIlllllll11111111111111111 ELEC. o f•.51 CLOSET 27-4 Y _....•.❖11111111111111111r11R111111111111111 1111111 (E) CORRIDOR 1O 28-1 26-1129-1 Y " 04 SCRUB SINK CORRIDOR 28-3 27-5 YY a (112101F1) CONTROL STATION G15 MALE LOCKER ROOM 26-9A 28-2 Gz 0 0 0 1� n - Ronnnnanan j CC. MALE STAFF LET - I115a1 I 8.41F0F. TOF.0F. O.R. SUPERVISOR I bnl =111r111F llllllIl1111111111111111111111 CORRIDOR I 1M I 4, FAF. TO f0P.M2L- 1 VESTIBULE LVJ (112106121 TYP. OF S H14 (E) CORRIDOR EMI 0208> FOY. to FOP." FEMALE LOCKER ROOM ACC. FEMALE STAFF —TOILET— ao I 1 1 <120/) ACCESSIB SHOWER 0 ELEC. I ++21 1 /-26-V �_. 28-B — 27-B 1 -_ 28-D 28-F 27-C -----28-6 28-J 27-D • 1.RFFFRTO SHEETAIDBDFG4 NOTES. LE0E1/ORM WAIL LEGEND. PLAN NOR H <ND Architecture Planning Interior Design 2220 ueaelyortu Newport Beth, CA 92600 YFNx.M.IAII P 949.6741325 F040.574.1335 SHEET 10Lt HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoag Drive, Newport Beath, Ca. 92658 HEART & VASCULAR INSTITUTE FIRST FLOOR PLAN - SEGMENT B e1,pNSfSUSWm.,, OSHPD SUBMITTAL01 OBHPO SUWAIUALS2 DATE a16't0 12/15H0 31130.200 FRI.KI MC HMO, R REGIER DRAWN in Author issu wv 6215/10 SIM xuuau 2 '0 ( 12/152010828:04 PM A3.01 B HL101366-30 15 Ifi '7 KW 11111/11 MI 29-1 CORRIDOR 11421 11'.0' flhIIIIIIIIIIIItI 11 o m ELEVATOR LOBBY 11211 OJ F.OF TO OF PACU SUPERVISOR F.0.FT00AF 22 29-2 29-3 EQUIPMENT &GURNEY ALCOVE 12a 'MD 11111111I11111llllll111111111111111III lIIttiI f':l 10-te r-w ]-C (E) CORRIDOR tro =1111111 IIIIU1111111Ii27t r✓- A-'= =11 1111 11011111111' wflsan • Al<127> u MED. ROOM' fir L_AS- 91OIIIO19111111 IOU 2.TI 29-6 7 1 '1 71 ,0 1,, 1 II ms 090 • 1 I I ' •© u 411 NEGA TIVEIRE o.2 I LI a TOILE- I SU e a s o I,ml �,/1, U ttarij C_= 11111111111111111111111111111111011111111101111111I111111111111U11U11lll 11llll1101 II11 lIlIt8l1O11111111111 e 29-7 29-9 NOURISH 1J I 1 I I ll NURSE CONTROL 1133 PWIM 7 EOIMLRATS F.OF TOFOf. F.0F TOF0F. NURSE CONTROL 2 ACC. PATIENT — — TOILET Fal 1 29-L 29-K 29-J 29-H 29-G GENERAL NOTES 1. ER TO BREET arum FOR ROTES.Irta10 MD WALL LEGRI0. 15 Fix INN rs TAYLOP Architecture Planning Interior Design 2220 Unlvertgly Dmt Nwry-t Bead CA1121190 www.ml.wm P010.5IC 1325 F010S74.1338 -yr HOAG MEMORIAL HOSPITAL PRESBYTERIAN one Hoeg Drive, Newport Beach, Ca. 92858 Shirr Talc HEART & VASCULAR INSTITUTE FIRST FLOOR PLAN - SEGMENT C REh90N9/1UBMnfLS WTE MAC, NUMBER OSHPD 8U&ATTALa1 11/16/10 3160200 OSHPO SUBMITALR 12/1810 MyEc .xcwmci R RESTER DRAWN a. J. LARSEN uC Cut 6/15/10 h.MC. APPROVALS WALE lie =1'-0' S.EL7 WWII ER H L 101366-30 A3101 C 1152010 8:28'09 PM 10 13 1a 15 16 n R 7iiid/n fl sSArir A. hz'C, 0 L i rig�o (E) PA BE NURSE COCNTROL 18-1 <ieoe) 18-2 18-3 18-4 18-5 - 18-6 18-7 18-8 FEMALE LOC ROOM 1N STAIR 11B4T40BI NURSE CONTROL 1NA 'ATIEN BAY 1 1 (E PAETIA BED (E) NOURISH IEw .=I m PATIENT HOLDING/ RECOVERY (E) PATIENT HOLDING / RECOVERY I 1n I (E) PATIENT HOLDING/ RECOVERY L. J ACCESSIBLE TOILET 114241 ACCESSIBLE PATIENT TOILET 1m (E) PATIENT (i7 NURSE --- CONTROL PATIENT BAY 4 (E) MENS TOILET asM-sal CG-1A1 NURSE CONTROL �MS CORRIDOR 11u1 <I65C) „1 I h u II u .5 (E) E.P. ROOM W41-B4I \I (WP 1Aj. (E) CATH LAB as41se1 (E) SUPPLY STORAGE 1n 18-10 ntHq �r0 in MI rtn RED LINE CORRIDON L 4 M —IJ (E) CARDIO VEST. 18-11 (E) WORN ROOM (E) CONTROL L- (E) WORK ROOM aselsel HALLWAY +ate L7 LL CORRIDOR rim 0 Du _ 1 I * I' (-) ll� I l (E) CLEAN UTILITY (HOLDING) Oats* WOMENS TOILET pe414111 (E) CORRIDOR Su 18-F 18-E - 18-D 18-C 18-A GENERAL NOTES 1.111576270 SHEflA34BD FOR 1p1F3, LEGEN0Aro WALL LEGEND Architecture Planning Interior Design 2220 UAlwaLly Dive NMu-- Beath. CA92880 Won teal ream P949574.1325 F 949.574.1338 P^°°°' HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoeg DINe, Newport Beech, Ca 92658 SLICE/ TITLE HEART & VASCULAR INSTITUTE FIRST FLOOR PLAN - SEGMENT D REVILONELEUBLOnnS GSHPD SLNWRTALII OSHPO SUBMITTALM LONE, APPROvAL5 5/15'1D 12J15/10 ..wen w0000 3160200 PROJECT ARCHLTECT R REGIER DRAM 0• J. LARSEN iswc DATE 6/15/10 SCALE 1/4"= 1t0° SHEET WILBER_ H L 101366-30 A3.01 D 5 0 S 1 10 1Y 15 :6 12/152010528:16 PM 2 3 _ 4_ 5 6 7 9 10 12 14 t5 16 17 AURA'Aa0- 27-3 0 S.t 29 SLOPE 1 0 0 2%SIOPE MAY •TWNItWAT r 1 1 27-4 27-5 P 28-2 LO EO 4 eeee X CC 1 — 1g eS- (E) UPPER ROOF I a 28-1 29-1 L o) I I (IIIII �I IJIIII IJ L h'01�115 -, E - —28-0 12- fl 28-F 27-C 284 — 28-M 4ND Arohltectgre Planning Interior Design mo UMany Nan EIP-Put Bunn CA 92e50 Wmv. ®1 corn P 849.574.1325 F 949.574.13 8 °°-'n' HOAG MEMORIAL HOSPITAL PRESBYTERIAN one Hoag Drive, PMWena Beach. Ca 92658 HEART & VASCULAR INSTITUTE ROOF PLAN - AREA B SHEET RILL pSVxS/LBWrtLLS PROJECT IIIREBER OSHPD SUBMITTAL Of 0/15/10 3160200 OSHPO SUBMAITTALa2 1210/10 PROJECT ARCHITECT R REGIER MUM BY Author iSSUE DARE 6/15/10 AGENCY APPROVALS SCALE SHEET NUMBER 8 9 1 12/161201 113239 AM 10 15 1 5 17 A3.ORB HL101366-30 10 11 12 13 14 15 16 OnNOx T- MIS m MO= MEDICAL EQUIPMENT SCHEDULE EQUP. N LOCATION RE90N8 ROUGH -IN MD CORRECTDESCRPR REMARKS ERNE W V D CW HW ISCW NNW RCN NW RO LA 0. RV MA N.0 WAG) N CO2 SINE 5111ZER STEAM STEMI ERR SUB STE 0F0 _ _ _ LW - - 1' _ _ _ _ LM• _ _ _ _ _ _ _ _ N 7D FS B001 A BOOM HYBRID 0R OFM _ _ _ _ _ _ _ _ _ _ _ (1)W 2)Wt2N41n5"(l)N"'1)IY _ _ _ WINE PRY IN G FOR As BRAKE B002 BOMA EDGPYMiBOOM HYBRID OR CPA_ _ _ _ _ _ _ _ _ _ _ (1)M1(1)M(1)WMAC(1)M`(1)N1(1)W - - Pern7012Fra Imil E.RADER 9003 PERFUSION HY1ND OR OM _ _ _ _ _ _ _ _ _ _ _ (1)N�2)N't2$4,2)W - _ - - AR) RR FRAY ILOOCAL CYLINDER .WICOCO2 BOOS BOOM EWWMFMMUNN I CACAN OM - _ _ _ _ _ _ _ _ _ _ (1)M' - ,2)3/4 _ _ - OW - - ARMW) linOlOPRRICrl LelbACIPRELRIDOR CB CAD CATH OF0 - - - - - - - - - - - - (2)W,2)3t 1)1511)n11)W - - - CEILING, Rib IRWA H1150 HEADWALL 1EL ROM ELEMENTS PAM OO - _ _ _ _ _ _ _ _ _ _ _ (2)1173)341)<V' - - MIN HILL ROM NTEGRE CARD CAM HOLDING OFO WO _ _ _ - - - _ _ _ _ _ - (2nI.(2)14(1XY - - - - 2 XD2 ICE MA ��i� COUNTC091 NOURISH WO - - _ Ry y. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROSE N-liE FLIER COFFEE MAKER LOUNGE M0 _ - _ _ VE• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROVIDE N-IRE F9.TER RED SCRUB STATION 1-BAY CAI CA1H CORRIDOR OEC (1) 1k (1) 2" (1) 11S" _ (1)M1(1)1. _ _ _ _ _ _ _ _ SCM SCRUB STATION 2-BAY HYBRID OR CORRECT OFO (2) 11/2" (2) Y (2) 11/2" _ (2)N[2)W _ _ _ _ _ _ _ _ _ _ _ _ _ _ R21 REFRIGERATOR LOUNGE Of - _ _ _ TI• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRO DE IN -LINE FLIER RE26 LWNCE OFO - _ _ - N• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FROLLDE N-HUE FILTER REFRIGERATOR SEE FLOOR PLANS FOR BRANCH SUPPLY PPE SIZES TO EWIPLINT. MEDICAL GAS OUTLET & ALARM MR NO. DESCRIPTION NULBER OF WHETS & INLETS RHO AR 0. MV MA W0 CA RAID N CO2 SINE MG-, COMBINATION OUTLETS 2 2 1 - - - - - 2 WALL CULLERS, ME ECHO 177 MP-1 AREA AARM PAWL • •• •• _ _ _ _ _ _ PACT EDV. 10 ON EMERGENCY PO 1 MP-2 AREA ALARM PANEL • e e • • • e e - HERD OR & CAM AB.5.120V. 10 ON EMERGENCY POWER AAP-3 AREA A AO PIXEL - - - • • - • • - CAIH LAB 13, 120V. 10 ON OFA(E1CY POMFR REMISE E1ETREG FOR IN. MA & 0 ZVWS-1 ZONE VALVE WAIL BOX • • • _ _ _ _ _ _ PAW 2V18-2 ZONE VALVE WALL BOX • •• • • • • • • - MIRO IXL CAMLAB R3 CAM LAB fi DA13-3 ZONE VALVE WAIL BDX • • • - - - - - - TE PORARY & FEW. CA1H LAB HOLDING NOTE: FOR EXACT LOCATION OF EACH WHET, SEE ARCHITECTURAL INTERIOR EIEV • - PIPE CF MEDICAL GAS WATER PIPE SIZING SCHEDULE (1.0 PSI/ 100) MIME ALBS VEOOTY (FPS) GPM. RASH TANK RUSH VALVE 1/2 _ - _ - 3/4 1 - 1.4 0-2 1 2-6 - 21 3-5 1-1/4 7-12 - 24 6-9 1-1/2 13-21 - 27 10-15 2 22-58 1-15 3.4 16-32 2-1/2 59-155 16-63 3.8 33-56 3 158-328 64-195 4.4 57-90 4 327-945 196-931 5.4 91-20D 5 946-2204 932-2204 50 201-350 6 2205-3620 2205-3620 6.0 351-500 pFpUAG MATERIALS: 1. SANITARY SEWER. %NT AD STORY DRAIN PIPING BELOW GROUND : 2 SOR WA51E, TINT MO SOON DRNN PIPING ABOVE GROAN : 3. REVERSE OSMOSIS WATER PIPING 4. WATER PPNG ABOVE GROUND : 5. MEDICAL GAS PIPING 6. COMENSV1E BRAN PPI1G : 7. NARATC1 0' DOMESTIC HOT WATER SUPPLY AND CODEBATE OWN PIPING : L ALL CF THE MOVE SHALL COMPLY VIM DE SPECNCATIONS PLUMBING DE/AM I1K1N NOTES 1. SERVICE WN04T NO -HUB CAST RON PATH STARLESS STEEL COURRIGS . PPE WRAP ALL INDERGRORB PIPING AS SPECNID . SERNG VIDOR NO-RM CAST RON PPE MD FITTINGS NN STARLESS STEEL COUPLINGS POLYPROPYLENE PPE I11H WRAPPING TYPE 1.' COPPER MDH LEAD - FEE SOLDERED MINTS . TYPE 1.' COPPER TUBE /STD 5819 ■RN BRAZED ,TINTS SAES LARGER THAN 3' SHALL BE TYPE Y. TYPE V COPPER WITH SOLDERED JOINTS . GLASS FRIER PPE INSULATOR NTH FACTORY AILED RITE JACKET . J-M YED-LC( 75MP , 1 NCH MO( FOR PPE SIM5 1 RICH AID BELOW , AND 114 INCHES TOO( FOR PPE SEES 114 ACES AND LARGER . COLRRAC1Ct AWL PROVIDE AND BE RE9'ONSBLE FOR PROTECTION AND REPAIR OF AWAONT MENG SURFACES AND AREAS YARN MAY BE DAMAGED A5 A RESULT OF DEaOLTIEN A1B/OR NEW WORK. 2 ALL WING AND EQUIPMENT THAT B REMOVED AWL BE TERMED TO DE BItlPlG OMER OR AS OTHERWISE DIRECTED. 3. COORDINATE AD VERIFY EMU LOCATION, 9II, SERVICE POINTS OF CONNECTION AND INVERT ELEVATORS OF DIVING PIPING BEFORE INSTALLATION OR REMOVAL A ALL EASING PIPING FIXITIRES AND EWPMENT ARE 10 REALM IIMESS OTEAMI0 N01E0. 5. AL DOMING ROAN-WS TO REMAIN STALL BE CAPPED TEMPORARILY UPON MOVE. G DOSING FIXTURES 6. ALL E1O511NG VENT RIND ROOF CURETS NO LONGER IN SEANCE MALL BE CAPPED ABOVE ROOF N A WATER TIGHT RAOER. 7. ALL EASING FRE SPRINGER HEMS AND PIPING ARE TO REMAIN M IS. PLUMBING FIXITURE SCHEDULE UNIT Ka DESORPTIONCOMMONR WJA REMARKS TRW W V CT NW NC-1 WATER CLOSET INT. 4' Y I. - FLOOR MOUNT. BATTERY OPERATED SFNSO1 RUSH VALVE, 1.28 GPF. SC-2 WATER CLOSET INN. 4' 2' 7' - FLOOR MOUNT, BATTERY OPERATED SENSOR w9H VALVE, ADA. 1.28 GPF. U-1 URINAL TNT 2' 7M' W - WALL HUNG, BATTERY OPERATED SENSOR RUSH VALVE .125 GPF. IF2 URINAL NT 2' 11/2' 4A' - WALL HUNG, BATTERY OPERATED SENSOR RUSH VALVE, ADA..125 GPF. L-1 LAVATORY 114' Y 1N' H" H OMAN UNDER MOUNTED BOW.. MANUAL LEVER 8111401E FAUCET, 0.5 GPM SN-1 SHOVER Y Y Ill' M' H' A.D.A. S-1 STUN (STAFF) 11/2' 2' 118' 11' M" WALL HUNG, GODg2ECx SPOUT, BATTERY POWERED SENSOR FAUCET 5-2 SEW( (DIRTY usury) lieY 1N' L4• le COMP., STARLESS STEEL BATTERY POWERED SENSOR FAUCET BATTERY 5-3 SINK (STAFF) 11/2' 2' 1N' H' M' SINGLE COMP., STAINLESS SIM. BATTERY POWERED SENSOR FAUCET 5-4 SINK (NOURISH) 114' Y 114" M' N' SINGLE CRP., STARLESS S1FEL, HOT WATER DISPENSER 5-• N1CNEN SDK1N' (PHY50AN5 LOUNGE) Y IN' N' H' ANGLE COMP., STARLESS 51EII, W/ GARAGE OSPOS1. HOT WATER DISP. 5-6 11OR94 SW(STAFF LOUNGE) UV 2. HV" le 1/2.. 00181E COMP, STAMESS STEEL, W/ GARBAGE DISPOSAL. HOT WATER INSP. 5S-1 SEANCE SINK 3' 3' 2' N" M' R00R MOUNTED, 36"x36', TERRAZZO GS-1 CNC SINCE SINK INT. 4' 2" 1" H. FLOOR MOUNTED. TLUSH VALVE WIN BEDPAN WASHER ES-1 FLOOR SINK 2' 2' 2' - - FS-2 RUDR SRC( 4' 4" 2' - - STAINLESS STEEL 12A2B' DEEP F0-1 n.00R DRAIN 2' Y Y - - SEE PLANS FOR 92E. N/ TRAP PRIMER COWL RD-1 ROOF DRAIN _ _ _ - - SEE PLANS FOR SIZE OD-1 OVfl3LDW DRAIN - - - - - SE PLATENS FOR SZE pWMBING FIXTURE NOTES: 1. 2 3. ALL WATER C.OY1S SHALL HAVE OPEN FRONT. ELONGATED SEATS SIN( AND LAVATORY FAUCETS AT NURSES STATIONS, PARENT AREAS, ETC. SHALL BE PROVIDED NMOUT AERATORS AND NAVE LAMINAR FLOW OUTLETS. AU_ FLEW MANS AND FLOOR SOILS SUB,ECT TO INITE0IENT USE STALL BE PRONGED NTH AUTOMATIC TRAP PIERS PWMBING GENERAL NOTES 1. SEE ARCHITECTURAL DRAWINGS FOR LOCATICN OF AL PLUMBING FIXTURES MARLS AID EQUIPMENT . 2 COORDINATE Al LOCATIONS , SIZES AND EEVATION9 OF ALL SLEEVES THROUGH IEMIS . 5VB5 AID FOOTINGS . 3. COORDINATE AND WW1' EC LOCATION . SZE . POINTS O CONNECTION AND INVERT ELEVATIONS OF EASING PIPING BEFORE TRENCHING . INSTALLATION OR REMOVAL . 4. COORDINATE NTH ARCNRECTUR1L DRAWINGS FOR WALL AND PARTITION CONSLRUG- ROY AND T10QESS THERE PWMBING PIPING 0R EQUIPMENT 15 INDICATED . 5 TE LOCATION AND ELL-VANN OF ALL PLUMBING PIPING SHALL BE VERIFIED AND COORDINATED NN ALL OTHER TRADES . S1RUCTURAL WNDITGNS AND BUILDING CONSTRUCTION , PRIOR TO START O MSTALLATON 6. ALL VALVE AND WATER HAMMER ARRESTORS SHALL BE LOCATED ABOVE THE CEILING . NNW VALVES AND WATER HAMMER MRESSTDRS ARE INSTALLED , AN ACCESS PANEL SHALL BE INSTALLED OR A REMOVABLE CEILING MAY BE USED THEN THEY ARE LOCATED WHIN 6' FROM ENE OF COUNG 7. ALL OMELETS FOR FUTURE CONNECTIONS SHALL- BE INSTALLED SO A5 TO PERMIT EASY CONNECTER . L THEY DRAWER ARE DIAGRAMMATIC . 111E LOCATOR & ELEVATION OF ALL PLUMBING PIPING B APPROMMAE AND SHALL N VEMRED AND COORDINATED NTH ALL OTHER TRADES , SOUCIURAL CONDITIONS AND BUILDING CONSTRUCTION PRIOR TO START OF INSTALLATION . 9. PENETRATORS OF PIPES , ETC , IN WALLS REWIRING PROTECTED OPENINGS SHALL BE TIRE STOPPED . FIRE STOP MATERIAL SHALL BE A TEEMED ASSEMBLY APPROVED BY 11E STATE FRE MARSHAL . 10. THE INTENT OF TEE DRAWINGS AND SPECIFICATIONS IS TO RECONSTRUCT THE HOSPITAL BINDING N ACCORDANCE NTH THE 2007 D)ITON O T1LE 24 . CALIFORNIA CODE CF REQULA1OMS . SHOULD ANY CGND1ON DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS THEREIN 111E FINISHED WORK WILL NOT COMPLY 111111 SAID TILE 24 . CAUFM NIA C00E OF REGULATIONS • A CHANGE ORDER DETAILING AND SPECIFYING THE REWIRED WORK SNAIL BE SUBMITTED TO AND APPROVED BY OFFICE O STAIEWOE HEALTH PLANNING AND DEMIOPMENT BEFORE PROCEEDING WITH THE WORK . 11. ALL NEW MEDICAL GAS bib 1 W CONNEC1NG TO THE ENSSE SYSTEMS SHALL COMPLY WIN 2005 NEPA 99 . 12 ALL NEW MEDICAL GAS SYSTEM IN THE RMWEL AREA SHALL COMPLY NTH 2QU5 NEPA 99. 13 AL NEW AND EASING PPING NTH01 AREA OF WORK STALL BE SUPPORTED AND BRACED PER 09PD PRE -APPROVAL GPA N0. 0485 TEAT 919MIC BRACING al..I1M" 0R APPROVED EQUAL. LAYOUT DRAWINGS SHONNG Tf BRACING AND SUPPORT LOCATIONS MD REFR8NCE TO DETAILS FROM THE RELEVANT 05HPD PRE -APPROVAL SHALL BE FBEPMED BY THE SUBCONTRACTOR THE PLANS SHALL BE SUBMITTED 10 THE ARCHITECT OF RECORD NO TILL THEN SUBMIT THEM 10 THE Y0R FOR WHEW AND ACCEPTANCE THE PLANS STALL BE COODINATED NM THE PLANS O OTHER TRADES 14. ALL MEDICAL GAS Sys ItMS BREAKAGE BY DEIWTON 0R CONSTRUCTION SHALL BE TESTED MD RECERWED PRIOR 10 USE PER 2006 NFPA 99 5.1.12 15. NON -POTABLE INDUSTRIAL COLD WATER (ICON) 5T51W SHALL BE LABELED WITH AN APPROVED TIE 99N STATING "DANCED - UNSAFE WATER' . 16. WERE NEW CORES ME REQUIRED THROUGH EDSTING SLABS . AN X-RAY STALL BE PERFORMED 10 COORDINATE EXACT LOCATION 08 CORE WITH OUSTING REBM . N0 GUSTING WEAR SHALL RE OUT WIMQUT PRIOR APPROVAL FROM THE STRUCTURAL 17. ALL HOT WATER PIPE SHALL BE INSUtA1ED MOLDING PIPING IN ME WALLS . 111BES0URN FOR HORIZONTAL PRE -FUSING OVERHEAD UTILITIES WHEN IN CCNFUCT NTH NEW DUCTS AND/CR PIPES . A RFRW1E EASING PIPES . G PIPES NO LONGER IN SEANCE SHALL BE REMOVED . C. REED CR LOWERED FASTING PIPES WREN CLEARANCE B REQUIRED . 19. ALL BALL VALVE HANDLE SHALL BE IN A BOTTOM HORIZONTAL POSITION AND 8' ABOVE THE CALLING . 20. ELECTRONIC SENSOR FAUCETS SHALL NOT BE EQUIPPED NTH MANUAL OVERRIDE AND SHALL HAM NO AERATORS PER 2007 CPC. 21. NOTWY AND COORDINATE ALL REWRED SHUT DOWN OF UDLRFS NTH THE HOSPITAL WILDING ENGINEERS PRIOR TO COMMENCING WTI(. 22. ALL UNUSED DWESIC WATER BRANCH 1NES TO BE MOM) BACK TO NEAREST ACTIVE UNE AND CAPPED AT THAT PORT. N0 DEAD LEGS ALLOWED. 23. ALL HORIZONTAL WASTE PIPING 4' AND WAGER SHALL BE RUN AT A MINIMUM SLOPE OF N" PER FOOT. SANG 3' AND STALER SHALL BE RUN AT A MINIMUM SLOPE OF 14" PER FOOT. LEGEND SYMBOL ABBR. OE9ORPTION 5 OR W SOL OR WASTE ABOVE FLOOR OR GRADE 5 OR W SOL OR WASTE BELOW FIDOR OR GRADE - - - SD STOfN DRAIN ABOVE FLOOR OR GRADE - SD - - - SD -- S SIN DRAIN BELOW FIOGR OR GRADE CO OVERFLOW DRAIN ABOVE FLOOR 0R GRADE 00 - V SANITARY VENT CV/ COLD WATER - SCW SOFT COLD WATER - SCR - WY IBMNRBAL SOT COLD WATER - TECH - LTV NDIRT UAL CND WATER - EW - HT HOT WATER - - - NW INDUSTRIAL HOT WATER - NW - - - - - - HG NOT WATER RETURN R0 REVERY OSIERS WATER (STARLESS STET PPE) - RO - D NOILCE DRAIN IRE - D - CD CODENSAIE ORAN - CD - OW S POWMA Y CODENSAIE CRAM - SED - G FEEL GAS - G - MG MEDIAN PRESSURE OAS (5 PST) - MG TP 11UP FRIER - 1P - L LABORATORY AR LA - MA MEDICAL AR MA - W MEDIAL VACUUM - MV - 0 OMEN - D - W CARBON DIME - CO - N N1ROGT1 - N - NO emus COTE - NO - RAID WASTE MISTIER GAS DISPOSAL - WAGD - IA rs1RIENT AR - LA - DIRECTION G FLOW 4 PA PRESSURE GAUGE W/PETE COCK GC GAS COCK -1‘FI- I'-.... PALL. PRESSURE REDUCING VALVE G a- BV. 8AI1 VALVE --C - FC0 FLOOR CFANCR ..(1) WOO WALL CEANWT OOYM RISE v WIDN -ill.-- 11_1- HOPE N GECIEN OF FLOW WNA WATER HAMMER ARRESTOR -7- -..-- • P.O.C. PONT O COMEC110N RPBP IMF REDUCED PRESSURE BACOLON PILT9T41ER PING TO BE REEVED //////// ABV ABOVE ASS. ABOVE FINISHED ROOK AP. ACCESS PANEL BEN BEAD BE. BELOW 00. GEEING 04R. COINER CORD. CW1NUATON OB DRAM (E) COSTING - (E) - EFL FN9ED FLOOR ELEVATION FIR FLOOR FL FROM GE GRADE 8DR HEADER LE INVERT EEVATKN LTC KITCHEN EQUIPMENT CONTRACTOR VTR MINT THROUGH ROOF OF.OL INSTALLED OMER RINDS E0 =TRACTOR OF.VA CANER NRR5ED VENDOR INSTALLED 01.0.1. OVER FUR1151ED MINER INSTALLED PC PLUMBING CONTRACTOR IACP 1LS181101 AR CONROL PANEL MAP AREA ALARM PAWL MAP MASTER ALARM PANEL TASCII.Sat flint Con~/PeatwEM>e 17411 YmKM10J/+s& 80 MaoJbY9i14 94a1®f1 PAcauwem Architecture Planning Interior Design 2229 Monk Woe Napa a rm to maw wevassLoan P 94 5741325 P 9493743336 ear nut HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoag DIVL Newport BMNN, Ca. 976513 HEART & VASCULAR INSTITUTE LEGEND, SCHEDULES, & NOTES mwooft WRNA. 0914PD BUIBTTAL 01 08819E SUBMITTAL It MC! A MS: M1G W15/10 12/16/10 most WOOL 9160200 -mn+ NeNtrEcr R. FREER Raw wan SOLE B. SOULY NONE P-0.1 2 4 5 6 8 10 11 12 13 14 15 16 IiL101366-30 DISC. 10-005 1 i 2 1 3 1 4 5 6 7 1 8 9 1 10 1 11 12 1 13 1 14 15 1 18 - 17 6)>eea a sexclian mama m0 - I. ISMS mnm IF MS awe a A0T AY[ 4r. 0 NOS m imm EXISTING ILLNIIG PAEL C2 MIN LO .0 N1641-265 VA HRLT IETR • A •B se S C 0 I C P P 016 5m I®6 5m E06 50 B106 5m B06 500 016 5E0 0I. I8015m COIL R04 500 OIL. MN 500 CAN. 0190 CAI. P01 SCR M. RON NO SPORE SPORE COI. R01 960 2 CMI. 4031 360 2 BEDS 30 BEES 5m 3135 50 01T. R04 54a 3 CAI. RCM 360 2 2860 3010 3220 10TN. VA • 16540 BBBBBBBBBBBBBBBBBBBB 100 NV NS 100 IMF IC 38Y/I33111T 3 RASE 4 ROE 3101 03E11 TLRN RA RTEI I G C S •A e3 •C P P C 1 2 20 500 PYXIS 3 4 20 300 PYXIS 5 6 20 BOO VNBIX 7 8 20 me SCREEN 9 10 20 203 ICD 11 12 3 500 P9310 13 14 3 56 PYXIS 15 16 3 3m CRn 17 IB 3 500 00I06 19 20 SPACE 21 22 SPACE 3 24 SPACE es S SPACE 27 S SPACE 29 m 1 3 3 540 CMRI106 31 32 1 3 3 0 21E3 3 34 1 20 500 ECHO REM 35 3 l 33 5m MO SIM 37 39 1 20 NO EOB B01 39 4013 3 540 0R106 41 42 1 a 3 540 COR106 173 230 330 +31 LS( 0 ) VA • 1650 VA 459 NPS MID 15- c-l0 TOE 193AN 11KARE SPITING PALL. CPC MIN In .0 31641-265 IA NRLTP I E T R 0 • A •3 •C SCGIL C P P E PAT.® 9m PAT.® 901 PAT. BED PAL® 9m PAT. BED 900 PAT. BED PAT. TED 900 PAT. BED 900 NURSE SAT LAPSE SAT 501 LAPSE STAT 500 NIPS SAT NRCE STAT 500 130E SAT Sm 106E STAT SANE SPORE SPATE SPARE SPORE SPARE 901 9m 5m 540 5m 3703 370E 3340 TOTAL VA • 19640 BBBBBBBBBBBBBBBBBBBB ICE MP BUS 100 KEY IL 2081/13 ELT 3 RASE 4 VIRE 313 CARETS P T L R N VA IIRTEI L 16 C S •A •B •C E P P C 1 2 1 20 5 93 PAT. BED 3 413 5 900 PAT. BEI 5 6120 5 903 PAT. BCE 7 813 5 900 PAT.10 9 10 1 20 5 920 PAT.® 11 12120 5 900 PAT.1➢ 13 14 1 3 2 30 NR• SAT 15 16 1 20 2 SCR USE SAT 17 18 1 20 2 500 N.R• STAT 19 3 1 3 2 500 NURSE STAT 21 22 13 1 500 1E0 ROM 23 24 1 3 1 500 1E0 11111 2s 26 13 1 500 1E0 001 27 3 SPACE 29 m SPACE 31 3 SPICE 33 N SPACE 35 3 SPACE 37 3 SPACE 39 40120 1 1 0i0 41 42 I CE 1 1 500 0-61.1 31m SCR SCR +353 La(0 ) VA • 1960 VA 54.5 MPS CRITICAL SMUT ImS11N NI1106 PAEL 2A M0 10 AB III641-23 VA NRLT IETR • A •B •C S C 6 I C P P ®6 500 m RIM 5m m IONS 5m 3 BINS 5m 33 1103 5m 3 •OE 30 33 cull. 1401500 3 0n. 231 500 3 COI. WIN 500 20 CAI. BIN 50 3 00. 104 500 3 CMS ROB 500 m SPITE m SPARE 20 SPORE 20 SPARE 3 SPORE 3 SPORE 20 SPARE 20 SPARE 3 SPARE 3 mm 2000 300 11113 VA = 9Bm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 IB 19 20 21 22 23 24 m 26 27 3 29 3 3 32 3 34 35 36 37 3 39 40 41 42 I20 MP LS ICE HEY 10 208Y/120 tar 3 RIME 4 VIE NO MELDS TLRN VA !CET E I GCSS •A •B •C P P C 3 5m PYXIS 3 BOO PYXIS 3 8m WARMER 20 200 SEEN 3 30 Lm 3 5m PYXIS 20 500 PYXIS 3 3m OPT SPACE SPACE SPORE SPAE SPORE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 12 1W 13 4255 La( 0 ) M • 9300 YA 27.2 MPS MID TIE 51B6'ACE 10013 38 MP WS PALL CPA 23 HEY 3 N101 2251 - 3P .016641-365 200/I20 31T 3 RASE 4 VIRE NO O01215 VA NRIT P T L N VA IETR B R T 1 • A •B •C S C 6 I L I E S •A •B •C C P P E P C imam 1300 33 I 2120 BOO P S0 SOAR 50 3 3 4 1 20 540 SaEI G S0 SIERIL 5m 3 5 6 1 20 360 TIIE CLOCKS SUB SIERIL 500 m 7 8 1 20 360 XIS: SIERIS 1500 3 9 10120 73 !CREDO RAMS 903 20 11 12 3m SIN( RACKS 500 3 13 14 1 m 41 1614 I1fl CALL RAMS 500 m 15 16 1 3 29 1409 IMR• CAL RIDS 500 20 17 18120 29 1261 IEG. NOS 0C43 3m 33 19 3 1 m 16 1188 E1111/336 PIGS 511) 20 21 22 1 m 22 1411 6 R PADS 900 3 23 24 SPACE SPACE 20 2 2 SPACE SPARE 3 27 29 SPARE SPARE m 29 3 SPACE SAX 3 31 32 SPACE SPACE 20 m 34 SPACE SPARE 3 3 36 SPACE CPC 7000 ICE 37 3 3 lm 7440 CPB - 6500 - - 39 40 - - 9360 - 6140 - -40 42__ 7221 - 900 9500 850 11402 12140 9141 TOTAL VA • 6053 423 La( 321) VA • 62544 VA 173 6 MPS 9-.4'10 CRITICAL IRMO 1. 41 M EFFACE 1013I116 30 OP BUS 30 ICY 0 MIN LB .016641-25 431/277 VIET 3 PHASE 3 VIRE N0 OHMS VA NRLT PIERN VA IETR ORTEI • A •I •C S C G I L 1 6 C S vA •9 •C C P P E P P C NO 300 33 1 2 3 EO 1 23 Fi-50 CAM 3m 33 3 4__ - 220 _ SFB 3m 20 5 6 _ _ RS WI 300 - 3 7 8350 1- 934 3-39 SIT 3m 33 9 10 _ _ - 9584 p0 3m 3 1l 12-- SBF - NH4 733 1 40 13 14 3 3 1 33 EX-58 - 7922 - - - 15 16 - - - 38 - 7922 - - i7 18 - ,- - 33 - 0-5 9242 1 20 3 19 3 SPACE 942 - _ _ 21 22 SAME 942 _ _ _ 3 24 SPICE SP- ACE 25 PB SPACE SPACE 27 28 SPACE SPACE 29 3 SPORE SPICE 31 SP SPICE SAE m 34 SPACE 35 3 SPACE 37 3 SPACE 3 40 SPACE 41 42 SPORE 1092 10192 10192 PNEL m SPACE SPACE SPACE 177E4 9464 9464 TOTAL VA • 67269 423 ICE( 16367) VA • 8365 VA 106 MPS BATE 9-Jun-10 E1IP4ENT IRM01 TOE It 41 M 316ACE IOMTING MIN L0 PAWL WC .® NL 641-35 VA IIRLT IETR • A •3 •C S C G I C P P PAT. 1L 900 5 PAT. 11 900 5 MT. 10 9m 5 MT. 10 93 5 PAT. 11 900 5 MT. 11 900 5 PAT. Xm 900 5 PAT. 11 900 5 NISC 720 4 NISC 540 3 SPACE 9708E SPARE SPORE SPARE SPORE SPORE SPORE SPORE SPIRE SPORE 320 270E 2520 10TN VA • 18460 BBBBBBBBBBBBBBBBBBBBB 1 2 3 4 3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3 21 22 3 24 25 S 27 28 29 30 31 32 33 34 35 3 37 3 39 40 41 42 100 AIF R6 ICE HET 3 23817120 O LT 3 RIME 4 VIRE MR CURETS T L N VA R T 1 16 S •A •3 •C P C 3 930 PAT. BED 3 9013 PAT. BED 20 900 PAT. BED m 9m PAT.® 20 9m PAT.® 3 9m PAT.® 20 Sm LAPSE SAT 3 30 NSE STAT 20 SCR 11fl STAT 3 Am TIN• STAT 3 30 63 3 720 1E01811 m 1030 PAN 9PF11 SPORE SPACE SPACE SPACE SPACE SPACE SPACE 41(10 280E mm 425C La( 0 ) VA = 18460 VA 51.E MPS IOB11L IRMO B MID 9-Sm10 TOE 1.41 M 141PN MlD I1-.I3-10 11N 1043M ARFfCE HONING 3 MP 36 PMC LIP 3 K0 NO. MIN m .0 1601-265 31/120 VOLT 3 PHASE 4 VIRE 120RLET5 VA N R L T P T L R N VA IETR ERTEI • A •B •C S C 6 I L 16 C S •A ell •C C P P E P P C NR CAS 4E0 2 3 1 2 1 3 16 551 PA O/AREA C iA 200 1 20 3 4 1 3 22 1090 CAR A L 3 NR• CABS 3m 1 33 5 6 SPACE SPACE 7 8 SPACE SPA¢ 9 10 SPACE SPACE 11 12 SPACE SPACE 13 14 - S4NE SPACE 15 16 SPACE SPACE 17 l8 SPACE 19 20 21 a 23 24 es S 27 3 29 3 31 3 33 34 as 3 37 3 39 40 4m 30 0 T0M. VA • 2641 41 42 423 LOA 610 ) VA • 351 951 1090 0 VA 50 MPS LTFF/SM1EY IRAICO 11-Jn-10 1043 M USAGE 10 11116 13111 LB VA • A •) 3m 5m ICE BOO 800 200 8m BOO 2m BOO 8m CO) PMEL CPB .016641-0A M R L T IETR • C S C 6 I C P P 1 1 Bm 1 BCE BOO 30 BCE SO 3760 3903 430 100 NABS 100 K0 111 2031/120 NU 3 RASE 4 VIRE B0 OUTLETS 0 R T L 16 E P 1 2120 3 413 5 6120 7 8120 9 1013 11 12120 13 1413 15 1613 17 ID I33 19 3313 21 2213 23 N 120 25 26120 27 28I3 3 m 1 3 31 3213 3 341m 3 S120 37 38 1 20 39 40 1 20 41 42 1 20 VA S •A •B •C 96 0I. 33 503 0N. R0 Am PIGS Sm RACS 90 PS 500 PIES 30 POTS 30 SM 803 011 8m 00 30 014 200 ON 360 MIS 360 POTS 720 CAI. R01 720 CAR. TO 2 I200 SUE LT SPORE SPARE SPARE SPARE 363 4360 363 TOTAL VA = 227A 425X La( 30 ) VA • 2333 VA 639 MPS CRITICAL •m6H MID 9-3m10 TOE 1.41 M RPPACE 11111111116 23 At R6 wan IPA 225 HEY XL PAIR 23A - 3 .0111111 641-265 200/13 0.T 3 PHASE 4 VIRE 30 011111S VA NRLT P T L V VA IETR O R T 1 • A •B •C S C 6 1 LIG S •A •9 et C P P E P C 3 1 2133 5m 733 3 3 4120 860 1 3 5 6 1 20 20 7 III20 500 3 9 1013 30 3 11 12 1 3 m 13 14 1 3 30 500 20 15 16 t m 900 2 14 20 17 18 1 33 2 1920 19 2I2 048 213 21 22I20 1779 333 3 NIS 3 m 2613 3 27 313 3 29 30 1 20 IPC , 7420 ICE 31 3 1 3 5500 _ _ 33 34 1 33 5540 -3 3613 MO 13337 39 1 20 3 4013 - - -41 4213 N0SE SW 350 NR• STAT 2137 RACK 501 RAMS RACKS PAM NO EIEV I10 UMW 903 OFR A I 3 MOBS 01616 SPORE 1309 SPARE 1010E M 1093 838 95T9 • 4163 4254 LOA 1324) M NWE STAT 540 NICE 360 HIDERS 360 LOERS 360 LIDEP3 540 SPERVIS3 NE 83 NE BOO NE 10130 63 33 TERN 73 MSC 540 NISC Sm REPRICE 0) •RIG 30 COFFEE 800 NV. 8m V. 13 MUTER 9m 03: SPIRE 3960 5000 4m0 = 42949 VA 119.2 MPS /OWL 1161301 MID TOE 06 INl 641-265 FIXIIB LIST TITS UVP •SMIPT01 MIT MNEAC1IRER • - 0010 mums 3112 TB IMPS /10 6EC1011C IV/LASTS A 2032V/ L14FAR FUMES= IIlII T 62/48 A-UGHT 25V ROLL NM 11100RE AR0A1 F32/3 84-1-2323 1-1 1 1 2611 • MS•D 311016 OALITM 28 161 011.10 PITH 9IFAE SPOT. GLASS WE. 18400 4f0 21 I•A RECESSED C 1 IS RECESSED •ILII 01LIGHT R013(10 PN00 0660 arm TIPERl GLASS LIP. D 1 2111 AM 0FLIMIT OFACE 101110 27 SYD LIGHTING F2175 LIFM TUDESCEIff 306 10139-I2F1 10 0-PM E LED 361E LID m1 LIGHT FEMME LIIEM E5 L11EN RISE 4.5V FEET PER UBROG RM6, TYPICAL 01E1 (E R0 PER FEOT F 3 32V RECESSED 2 X P 111111 CURER 93 LEDNI• F32TB MT•T. 94N-DI-ST- 1332-3-1-1-E 6 2 17V RECESSED 2' X 2 WITH CANER 3 LEDMIIE F173 BASKET. mee-m1T- 12174-1-1-E N 110 SURFACE L1FAR LED VIM EXIB® 40 WEN R11 IPA NIMNIM 106116 FINISH IU-13-48- PER PER AR301ECL 33(i2-S-1 Elm 313E F2 3 3N RECESSED 2' X 4 TO PATCH 93 1111133 F3218 011313 3 MEI - n1SNG IN AREA 62 2 33 RECESSED 2 X 2 m PATCH F3218U COSTING IN AREA 6/ 10 MEN EXISTING O NEA K 1 261 RECESSED 901EN LIGHT 3 310 033 FI>SR0 LOG 3111 ME TRIM ICKES 4-PIN 239-11 L LID 41. 01FpnNFR LEI LIGHT FUME m OLEO 27IR1 YIN OEIR MISMIIC YENS 11134E 27-PB. 11-Art-10 1043 MI MRE RMLM ASSOCIATES INmfRORATB RgYetl BEMIS BMlRee 2842 RNmn Ave., Ste. A Tustin, CA 92780 FAX 714-5M-4762 714-544-2763 CAR Ieht 2010 Architecture Planning Interior Design ]]SO 00th S0he Nt*pofl a 92590 •=vb tmn P 9483741335 F 9425741+38 RR 101C HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoeg [Rive, Newport Beach. CA 92858 HEART & VASCULAR INSTITUTE PANEL SCHEDULES AND FIXTURE LIST wme/ewlwe 001 Pe0er WAR OSHPD SUBMITALM 00/15/10 3180210 OSHPD SUBMITTAL N2 1238/10 PRO= mo me R. REDIER DWI 9n RE. WALL &ASSOC. Oa DIA A 1 1 2 1 3 Omni e[ 0419tl DWI Poi YLYlatlq - Mint De It fTo - %NWWo Imvas) 1 4 5 1 e 1 7 1 8 1 9 F 10 11 1 12 13 14 15 18 17 OSHPD # HL101366-0 N.T.S. E0.8 2 4 5 7 9 10 12 13 15 16 7 ON -SITE FIRE NYnRANT F OW TF51 ROW TEST RESULTS OF TEST TNEH ON 5/17 10 BY CRY OF NEWPORT BEACH mows DEP 120 PSI STATIC PRESSURE WIN 1404 GRA ROWING AT 100 P51 RESIDUAL PRESSURE BUJ FIRE MAN 4500 ISUPPLY IP TO NTSICMNS MALE SEE STET FP5.01 { U.G. TIE RISER ASSF]BLY TO DE ALTERED. SEE t 911 E PRIG RAN ON TES SETT. 7-0 4• SLIMLY tP SFEro9� FPP55DID 1111111 111 1111111111111 0 0 0 0 0 1. 2. GENFRAI NOTES ALL WORK TO BE PERFORMED IN ACCORDANCE WITH NFPA 13, 2002 EDITION MID THE 2007 CBC. PIPE TO BE BLACK, STEEL, ASTM A53/A135, SCHEDULE 40 THREADED, WITH ANSI B16.4, CL 125 CAST IRON. AND/OR ANSI 816.3 DUCTILE IRON SCREWED FRMINGS MD SCHEDULE 10 WITH ROLL GROOVED ENDS PER NFPA 13,-2002. 3. ALL EQUIPMENT AND COMPONENTS TO BE U.L USTED FOR FIRE SPRINKLER USE. PIPE HANGERS AND SUPPORTS TO BE INSTALLED IN ACCORDANCE WITH NFPA 002 5. THE SPACING AND DETAILS OF THE SUPPORT AND BRACING OF THE FIRE SPRINKLER PIPING SHALL COMPLY WITH THE 2002 EDITION OF NFPA 13 MID CHAPTER 13 OF ASCE 7 AS MODIFIED BY THE CBC 2007 SECTIONS 1613A / 1614A AND SFM AMMENDMENTS 6. PIPE PENETRATIONS THROUGH RATED WALLS AND FLOORS TO BE CAULKED WITH AN APPROVED FIRESTOP MATERIAL 7. ALL NEW SPRINKLERS TO BE WICK RESPONSE TYPE. 8. THE EXISTING BUILDING IS FULLY SPRINKLERED, UGHT HAZARD OCCUPANCY. 9. CENTER SPRINKLER HEADS WITHIN CLUNG TILES. EXCEPT WHERE RIGID BRACES ARE USED TO ULIT LATERAL DEFLECTIONS. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH (50 mm) OVERSIZE RING. SLEEVE, OR ADAPTER THROUGH THE CLUNG TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH (.25 mm) IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMODATE 1 INCH (.25 mm) OF CLUNG MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. OSHPD APPROVED FLEXIBLE SPRINKLER DROPS MAY BE USED TO COMPLY WITH THIS REQUIREMENT - SEE TYPICAL SUPPLY DETAILS ON SHEET FP5.01 10. WHEN INSTALLATION IS COMPLETE, PROVIDE A COMPLETED NFPA 13 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR OVERHEAD PIPE. 11. WAIERFLOW AND TAMPER SWITCHES ARE EXISTING AND ARE TIED INTO THE EXISTING MONITORING SYSTEM. 12. OSHPD PRE -APPROVED FIXED EQUIPMENT ANCHORAGE ,OPA-0300 IS UTTERED HEREIN, REFERENCE OSHPD MEMO DATED APRIL 22, 2008 BY J. GILLENGERTEN SCOPF OF WORK 1. THE SCOPE OF WORK FOR THIS PROJECT 15 TO PROVIDE AUTOMATIC FIRE SPRINKLERS AT THE NEW CEILINGS WITHIN THE REMODEL AREA. ALL CEILING SPRINKLERS IN EXISTING AREAS ARE TO REMAIN. 2 ALL UNE PIPING WITHIN THE REMODEL AREAS ARE TO BE UPGRADED WITH UNE RESTRAINTS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE MENDER HAVING JURISDICTION. 3. ALL MAIN PIPING WITHIN THE REMODEL AREAS ARE 70 BE UPGRADED WITH SEISMIC BRACING AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 4. USE EXISTING 1' DROPS, WHERE SHOWN. AS SUPPLY FOR NEW CEILING SPRINKLER LOCATION. A UMB OF ONE CLUNG SPRINKLER IS TO BE SUPPUED FROM EACH 1' CEIUNG PIPING DROP. 5. INSTALL NEW MECHANICAL TAP TEES TO THE COSTING MAIN PIPING, WHERE SHOWN, AS SUPPLY FOR NEW UNE PIPING TO CEIUNG SPRINKLERS. 6. ALL MODIFIED PIPING OCCURS IN THE OVERHEAD SYSTCA ONLY. NO UNDERGROUND WORK IS TO BE PERFORMED DURING THIS REMODEL. 7. DURING THE COURSE OF CONSTRUCTION AND DESIGN, PROJECT COORDINATION WILL BE REQUIRED. ADDITIONAL SPRINKLER HEADS. FITTINGS, HANGERS, BRACING AND PIPE WILL BE REQUIRED TO ADDRESS FIELD INSTAUATON ISSUES AND EXISTING CONDITIONS FP1.01 - FP1.02 - FP4.01A - FP4.01 B - FP4.01C - FP4.01D - FP5.01 - FP5.02 - Sheet Index PARTIAL SITE PLAN -SERVICE LEVEL PARTIAL SITE PLAN -1ST FLOOR LEVEL CEILING PIPING PLAN -AREA A CEILING PIPING PLAN -AREA B CEILING PIPING PLAN -AREA C CEILING PIPING PLAN -AREA D PIPE, HANGER & SEISMIC DETAILS PIPE, HANGER & SEISMIC DETAILS EffiIPG 2l0 EPE r. corm. mom° 4 154 MIK Slay (cacaoTR.MYJ 84 74 K OR NID Mlle 4 S1TEL PIPE MG MULL Ib 4' 19Y81L YODEL G DN•ECWL RIG P/ BIOIRE NA' yt T ,No WO WAC t W was MG WATt PRESS 0,11p6 RTMO.E CONIC 4 HEIR A65DAWY ND MAUL£ .ESN NEN ! STEEL PPE PIS Riser Assembly Relocation Service Level - Area D 1/8" = 1'-0" •L Fire Sprinkler Legend .2 EXISTING CLUNG SPRINKLER TO REMAIN QQ NEW RECESSED CEILING SPRINKLER LOCATION NEW CONCEALED CEIUNG SPRINKLER LOCATION e NEW SPRINKLER PIPED FROM EXISTING 10 OUR.ET %l REMOVE EXISTING SPRINKLER MID PI JIG 1' OUTLET P ALL NEW RECESSED SPRINKLERS ARE CHROME WITH A CHROME ESCUTCHEON RING MID HOUSING. ALL NEW RECESSED SPRINKLERS ARE 155' RASED. ALL NEW CONCEALED SPRINKLERS ARE BRASS WITH A WHITE ESCUTCHEON PLATE AND STANDARD HOUSING. ALL NEW CONCEALED SPRINKLERS ARE 16F RATED. AU. NEW FIRE SPRINKLERS ARE QUICK RESPONSE TYPE USE 20U RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. EXISTING FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATION NEW FIRE SPRINKLER PIPING HANGER LOCATION ON NEW PIPING NEW TWO WAY SEISMIC BRACE LOCATION NEW FOUR WAY SEISMIC BRACE LOCATION, -,1 NEW UNE RESTRAINT SEISMIC BRACE LOCATION 70 HYDRAUUC NODE POINT Sn1LM DESIGN, MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF O.S.H.P.D. SYSTEM IS DESIGNED FOR UGHT HAZARD OCCUPANCY WITH A MAXIMUM FIRE SPRINKLER SPACING OF 225 SOFT. PER HEAD. ALL BUILDING CONSTRUCTION 15 NON-COMBUSTIBLE, UNOBSTRUCTED. ALL STORAGE ROOMS TO HAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATOR OF THE EXISTING FIRE SPRINKLER HEADS AND PIPING. MAKE ADJUSTMENT TO THE EXISTING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CEILINGS. INSTALLATION OF ALL NEW PIPING SHALL BE COORDINATED WITH OTHER TRADES. REFER TO SHT. FP5.01 FOR TYPICAL SUPPORT & RESTRAINT DETAILS. REFER TO SHT. FP5.02 FOR TYPICAL SEISMIC BRACE DEALS. SPRINKLER SCHEDULE & LEGEND aWLL eeNa®1101 91A (= CI MITI O RELIABLE FIFR RECESSED R3515 5.8 15F CHRM RIWRT'' 120 • REWBLE G4A CONCEALED R5415 5.6 165 WHITE 71 * RELIABLE G4 XL0 OREC/EC RH41 11.2 16S WBRE 4 HEM M89 4 *50OK R FRONDED 10U1 COUNT 116 !6S - T0LLCotes 11BPROJECT 195 CONSULTANT SOUTHWEST FIRE PROTECTION COMPANY 215 E. EL SIJR STREET MONROVIA CAUFORNIA 91018 TWt9bone: 62S. 359 . 0034 Fox: 626.356.6117 SWFP Job No. 60.3016 ME PLAN HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoeg Dem Newport Beech, (Y. 92656 FEE1 m4E HEART VASCULAR INSTITUTE FIRE SPRINKLER PARTIAL SITE PLAN HOSPITAL SERVICE LEVEL PEV9M5/SIBMEUS OSHPD SUBMITTAL # 1 OSHPD SUBMITTAL#2 m 6N5/10 12/15H0 PROJECT NUMBER3180200 PROJECT APC111TECT R REGIER WARR BY, M. HOOKS 1ESUE DATE 1'e30W SITEr1 RIMER 2 4 7 8 9 10 11 12 13 1 14 15 1 16 17 OSHPD # HL101366-0 FP1.01 2 4 6 10 11 12 13 14 15 16 IT IIIIIIIIIG 1 III'J•r SUPPLY FR011 FAUr11 SERVICE LEVEL SEE SHEET F91A1- 4' SUPPLY TO XM AREA FROM SERVICE a -SEE REEF FP1.01- AREA OF ROTOUEL IS CR64 KOCIlm ON -SITE RRE MTRANT FI t1W wQ FTDW TEST RESULTS OF TEST TARN ON 5/1T,10 ENCTIY OF IENEFN WPS11 MUSES IEPNni 120 PSI STATIC PRESSURE ERN 140E GPM FTDAWO AT 100 PS RISIOUIL PRESSURE. eadfar 1.1 rfij"ar -AT! ROSINS STE —F6E Imam riem A/1,/10`ii If-� COSMO U.G. SECIIOIML VALVE STE RRE NYORIHE Ro 0 Fire Sprinkler Legend EXISNNG COUNG SPRINKLER TO REMAIN ID NEW RECESSED COUNG SPRINKLER LOCATION • NEW CONCEALED COUNG SPRINKLER LOCATION o-itt NEW SPRINKLER PIPED FROM EXISTING 1- OUTLET REMOVE EXISTING SPRINKLER MID PI IIG 1' OUTLET P ALL NEW RECESSED SPRINKLERS ARE CHROME WITH A CHROME ESCUTCHEON RING AND HOUSING. ALL NEW RECESSED SPRINKLERS ARE 155 RATED. ALL NEW CONCEALED SPRINKLERS ARE BRASS WITH A WHITE ESCUTCHEON PATE AND STANDARD HOUSING. ALL NEW CONCEALED SPRINKLERS ARE 165' RATED. ALL NEW FlRE SPRINKLERS ARE QUICK RESPONSE TYPE USE 200' RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. EI05T1NG FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATION NEW FIRE SPRINKLER PIPING HANGER LOCATION ON NEW PIPING NEW IWO WAY SEISMIC BRACE LOCATION NEW FOUR WAY SEISMIC BRACE LOGTION N NEW UNE RESTRAINT SEISMIC BRACE LOCA11ON 10 HYDRA UC NODE POINT StaltM DESIGN, MATERWS AND METHODS OF INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF 0.S.H.P.D. aTa11UA IS DESIGNED FOR LIGHT HAZARD OCCUPANCY WITH A MAXIMUM FIRE SPRINKLER SPACING OF 225 SOFT. PER HEAD. ALL BUILDING CONSIRUCRON IS NON-COMBUSTIBLE, UNOBSTRUCTED. ALL STORAGE ROOMS TO HAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISTING FIRE SPRINKLER HEADS AND PIPING. MAKE ADJUSTMENT TO THE EXISTING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CEIUNGS. INSTALLATION OF ALL NEW PIPING SHALL BE COORDINATED WITH OTHER TRADES. REFER TO SHT. FP5.01 FOR TYPICAL SUPPORT & RESIRWNT DETAILS. REFER TO SHT. FP5.02 FOR TYPICAL SEISMIC BRACE DETAILS. SPRINKLER SCHEDULE & LEGEND S AM MNoa P]onw M I r MEP.. NMI awmrc Oa RELIBLE FIFR RECESSED R3615 5.6 15S CHRM • RELIABLE G4A CONCEALED R5415 5.6 1655 WHITE • RELIABLE G4XL0 OREC/EC R4441 11.2 165 WHITE IMO G19T a Y9r1tHItS) PMI.iEO TOTAL COUNT TB HEET - TOW. COUNT T16 POST !. 195 CONSULTANT SOUTHWEST FIRE PROTECTION COMPANY 215 E. ELSURSTREET MONROVIA, CAUFORMA 91016 TWPMrc: 626.359 .0034 Fax 626.369.611T SWFP Job No. 605016 EY PLAN ArchRedure Planning Interior Design 2220 Urtnlaly ONE Na9pat Boa CA N660 xww.mtxm P 946AT4.1325 F640.674.1338 HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoag DIW. NIWPOR Beets, Ca. 82658 SHEET TITLE HEART VASCULAR INSTITUTE FIRE SPRINKLER PARTIAL SITE PLAN HOSPITAL FIRST FLOOR LEVEL PE19M'SESYBurtuS OSHPD SUBMITTAL 91 OSHADSUSMITTAL 92 COE E15110 12H&10 PROJECT WOOER 9180.200 PROJECT weHITECT R REGIER MOM v M. HIGGINS ISSUE DATE 6 T 10 3 14 15 16 17 AGENCY .APPROVALS OSHPD # HL101366-0 SCALE 1•=OOEO' SHEET NUMBER- FP1.02 2 3 4 5 6 7 9 10 11 12 _ 13 _ 14 15 16 17 GENERAL NOTES 1. IERDI10 SN&iB MMTA aid M01A 27-3 �r 26-7A ea" 1— 1 FP4.0113 J di 274 26-8A :7-5 -r I I 1 I � I I I 1 IM X r LERL -SE SHEN API --ir y -- r— 1 1 HI 1 HEARER 26-9A 28-2 Ir SOILED HO -DING RZuk 1 CO'UNDO R $ 4 106 I.L•Al0 HOLDING RTHsu n IIIIT III SEE SHEET FP-4D1&FOR WNMMIION I I9 45i CORM 28-1 26-11 !9-1 �1 r HEADER nr R 1r-0 14. X 1a o' UN NOT A PAA PART d — 26-U ---26-V /-.. \-28-B Fire Sprinkler Legend EXISTING CEILING SPRINKLER TO REMAIN NEW RECESSED CEILING SPRINKLER LOCATION 410 NEW CONCEALED CEILING SPRINKLER LOCATION eo-kIl NEW SPRINKLER PIPED FROM EXISTING 1. OUTLET * REMOVE EXISTING SPRINKLER AND PI LIG 1' OUTLET P ALL NEW RECESSED SPRINKLERS ARE CHROME WITH A CHROME ESCUTCHEON RING AND HOUSING. ALL NEW RECESSED SPRINKLERS ARE 155 RATED. ALL NEW CONCEAL FD SPRINKLERS ARE BRASS WITH A WHITE ESCUTCHEON PLATE AND STANDARD HOUSING. ALL NEW CONCFAI FD SPRINKLERS ARE 165 RATED. ALL NEW FIRE SPRINKLERS ARE QUICK RESPONSE TYPE . USE 200' RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. EXISTING FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATION NEW FIRE SPRINKLER PIPING —P4- HANGER LOCATION ON NEW PIPING r-� NEW TWO WAY SEISMIC BRACE LOCATION NEW FOUR WAY SEISMIC BRACE LOCATION NEW UNE RESTRAINT SEISMIC BRACE LOCATOR 10 HYDRAUUC NODE POINT STSItM DEIGN. MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF 0.S.H.P.D. S15ItM 15 DESIGNED FOR LIGHT (WARD OCCUPANCY WITH A MAXIMUM FIRE SPRINKLER SPACING OF 225 SOFT. PER HEAD. ALL BUILDING CONSTRUCTION IS NON-COMBUSTIBLE, UNOBSTRUCTED. ALL STORAGE ROOMS TO HAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISDNn FIRE SPRINKLER HEADS AND PIPING. MAKE ADJUSTMENT 70 THE EXISTING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CEILINGS. INSTALLATION OF ALL NEW PIPING SHALL BE COORDINATED WITH OTHER TRADES. REFER TO SHE FP5.01 FOR TYPICAL SUPPORT & RESTRAINT DETMLS. REFER TO SET. FP5.02 FOR TYPICAL SEISMIC BRACE DETAILS. SPRINKLER SCHEDULE & LEGEND wA ROS1 RELIABLE F1FR RECESSED R3615 5.6 155 CHRM 24 • RELIABLE G4A CONCEALED RELNBIE G4 OREC/EC R5415 R4441 5.6 112 165 165 WHITE 1 WHITE HOD CABS t I6R1AKES) ARMED TOOL COUPS THIS SHEEP - TOOL pours 11a PAGELT - 1951 CORSILTANT SOUTHWEST FIRE PROTECTION COMPANY 215 E EL SUR STREET MONROVIA, CALIFORNIA 91016 Toleglwne. 626. 359. 0034 Fat 626. AW .6117 SWFP Job No. 50-3016 ry PUN PUN No Architecture Planning Interior Design 2220 UM,PW* O1Ne Newport Beach, CA 02660 wwbu,DMn P 949.574.1325 F 949.674.1336 HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoag Drive, Newport Bea Ce. 9265E SET TALE HEART VASCULAR INSTITUTE FIRST FLOOR REFLECTED CEILING FIRE SPRINKLER PLAN - SEGMENT A p61mNS/ew.NALt DOE PROJECT NUMER OSHPD susMIrTAL#1 8/15/10 3100200 OSHPD SUBMIRAL#2 12RW10 PIosC, ASICHROCI. R. PEQER M. HIGGINS 3 1 4 I 1 6 1 7 1 6 10 13 1 14 1 15 1 16 1 17 45{NCY APPROVALS. SOME OSHPD # HL101366-0 114. - 1'-0' FP4.01A 2 5 7 8 9 10 12 13 4 15 16 17 GENERAL NOTES 1. REFER To SIEETA9OIDMdMDIB 273 Fw. e B SUPPLY TO MI AREA FROM BENCE IBM_ -SE SW !PI.O1- Er sEET FNMA .- WllIRMEI 26-8A 7-5 II 1 i 26-7A 1 toe 2771.4 MINN EI77" 4 4' 26-9A 28-2 NEA E IfTRYEC ILGELNIIY! IIM1t ammo Oaumicv .10 warty a.ER goo son.. �.�L•T-r- F_ 'F■■,p■'IIIII©© III III III 1 III 11 111 1 TE WFBNFY OF 11E EOM FEE SAIMER S.OYESD. -9' IBNOSHED R %1 p ( I III III III �■■ a ® 1 ®L -. V ■ I Utr 9 I t:lS€tlt AiI la ® ■ritI 11a ® 28-1 26-11 29-1 (I ► wear mita 70 11 ANL EMI ,I 1 R001 Ins D 1 Y I e ® Q- 4a r 1 r I - i} r x 29-L - — - — - —27-8 w w 1 NEE — 28-D — - —29-K F -- 26/-F - --29H 9G 284 \ "27-0 /. iil _— — — —28-0II 0 _ 1MAWC LSE se a5m0 FOR WIMAI®1 Calculation Area: AREA 'B. File: 50-3016 This system has been hydraulically designed to provde .10 GPM per square foot over the most remote 900 square feet in accordance with OSHPD Hose stream allowance 100 Number of Sprinklers Calculated: 12 Sprinkler Orifice 1/2' K-Factor 5.6 Temp. 155 Demand at SOURCE 311.49 GPM with 32.62 PSI Supply 120 PSI Static, 100 PSI Res. with 1404 GPM Fire Sprinkler Legend O EXISTING CHUNG SPRINKLER TO REMAIN • NEW RECESSED CLUNG SPRINKLER LOCATION • NEW CONCEALED CEILING SPRINKLER LOCATION Li NEW SPRINKLER PIPED FROM EXISTING 1' OURET IN REMOVE EXISTING SPRINKLER AND pl LIQ 1' OURET P ALL NEW RECESSED SPRINKLERS ARE CHROME WITH A CHROME ESCUTCHEON RING AND HOUSING. ALL NEW RECESSED SPRINKLERS ARE 155 RATED. ALL NEW CONCEALED SPRINKLERS ARE BRASS WITH A WHITE ESCUTCHEON PLATE AND STANDARD HOUSING. ALL NEW CONCEALED SPRINKLERS ARE 165 RATED. ALL NEW FIRE SPRINKLERS ARE QUICK RESPONSE TYPE. USE 20P RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. EXISTNG FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATION NEW FIRE SPRINKLER PIPING HANGER LOCATION ON NEW PIPING NEW TWO WAY SEISMIC BRACE LOCATION NEW FOUR WAY SEISMIC BRACE LOCATION NEW UNE RESTRAINT SEISMIC BRACE LOCATION HYDRAUUC NODE POINT STSILM DESIGN. MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF 0.S.H.P.D. SYSIEM IS DESIGNED FOR LIGHT HAZARD OCCUPANCY WITH A MAXIMUM FIRE SPRINKLER SPACING OF 225 SQFT. PER HEAD. ALL BUILDING CONSTRUCTION IS NON-COMBUSTIBLE, UNOBSTRUCTED. ALL STORAGE ROOMS TO HAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHAM FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISTING FIRE SPRINKLER HEADS AND PIPING. MAKE ADJUSTMENT TO THE EXISTING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CEILINGS. INSTALLATION OF ALL NEW PIPING SHAD. BE COORDINATED wail OTHER TRADES. REFER TO SHT. FP5.01 FOR TYPICAL SUPPORT & RESTRAINT DETAILS REFER TO SHT. FP5.02 FOR TYPICAL SEISMIC BRACE DETAILS. SPRINKLER SCHEDULE & LEGEND rugs/ soles/ oaanul a E sN+ov me. weI awmrr RELABLE FIER RECESSED R3615 5.6 155 CHRM 28 • RELIABLE G4A CONCEALED R5415 5.6 165 WHITE 22 • RELIABLE G4 %LO GREC/EC R4441 11.2 165 WHITE 4 100 Cat * MEWR6) MOWED 11311LL 000M 11s SIFET - 10TAL W lea lies Ma= - 195 CONSULTANT SOUTHWEST FIRE PROTECTION COMPANY 215 E ELSURSTREET MON ROW, CAIFORMA 91018 Te1e*Nws e26.95S.eae4 Fes 829 .359.8117 BWFP Job No. 503016 HOAG MEMORIAL HOSPITAL PRESBYTERIAN One HOBO MVO. SWOON Boil, Ca. 92858 SHEET TIRE HEART VASCULAR INSTITUTE FIRST FLOOR REFLECTED CEILING FIRE SPRINKLER PLAN - SEGMENT B RMPe1S,WWB.mL5 OSIWDSUBMTITAL.1 OSHPD SUBMITTAL e2 AGENCY APPROVALS BATE- 8/1510 12N6110 PROJECT RUBBER 0200 31 PROJECT =eHTEET R. RESL R MOM BY HIGGINS ISSUE DAM SCALE 1M'=1'�' 2 . men.tMu n w;Meeeoefe Sin xvr 4019 Fbe MI CAD e.rmrmesat mees- l21%11e laemw 5 9 10 11 12 13 14 15 6 17 OSHPD # HL101366-0 SBEET NUMBER FP4.01 B 4 5 6 9 10 11 12 13 14 15 16 11 GENERAL NOTES 1. REFER TOSHrA901caiM0lc 1 29-1 29-2 29-3 NERA 29-5 NOT 29.6 D 29-7 1 IN p 29-9 1 11 III 11 11 11 II T-4 Y 4 rermrsilliiiitro ging til111111111 ►a IELIEV ,. :.. 5 III`IULII iIE_�Iil i-.�W. •- 11 �� IL71����■ Mala�� 'dill■mum guga• - Its mho :s *JSii!iFiliiII �Era.�ifin iI ■ n== big• 11I11 rill IC A AREA 1 TO POW •E SHEET FPesIB FOR CONRMMTON' i 11111111 R r a ■ LLB HUII16J"tIii'ItiIiC!"IIIN!!g rashasinartiranosaurian rifirminammi MICIfranirt 'auction ii:iIZi�� . iCiiiiOiiiii EI j Eiii3'i IM■Niii EttIMINIMEli l 1dr ■m■■iiIlIWC4101,m il��lii■� ��DW.ZflI•M flStt•INCIMIR IIIIMIT!fINEFIIIMEESIMICiallietWELFICIIIIMInronsma-. ■•gym■ ■■AuiIPINNEMi■■ii■1■i■I111nnI A,B:':.: i' F�■�II',/,1� ■1I����Iiu 1i11���/1il l■■���/1�1.: a;, iiiil, •Mli iw■SI,•Mi i•■•I,iii_i_i•i,. 1�1 sill . 7017 III VI ■■■■■1 1 =i 26-V t8-B 29-L - 27-8 9 H t9-G 41 SUPPLY FROM e ME SPRINKLE SW OF WM -SEEam m.ox-RISER AT SOLIDI / \ -- ---28-M Fire Sprinkler Legend 0 EXISTING CEILING SPRINKLER TO REMAIN ® NEW RECESSED CEILING SPRINKLER LOCATION 1111 NEW CONCEALED CEILING SPRINKLER LOCATION 4 NEW SPRINKLER PIPED FROM EXISTING 1. OUTLET a REMOVE EXISTING SPRINKLER AND PLUG 1. OUTLET P ALL NEW RECESSED SPRINKLERS ARE CHROME WRH A CHROME ESCUTCHEON RING AND HOUSING. ALL NEW RECESSED SPRINKLERS ME 155 RATED. ALL NEW CONCEALED SPRINKLERS ME BRASS WITH A WHITE ESCUTCHEON PLATE AND STANDARD HOUSING. ALL NEW CONCEALED SPRINKLERS ARE 165 RATED. ALL NEW FIRE SPRINKLERS ARE QUICK RESPONSE TYPE. USE 200' RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. EXISITNG FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATION NEW FIRE SPRINKLER PIPING HANGER LOCATION ON NEW PIPING NEW IWO WAY SEISMIC BRACE LOCATION NEW FOUR WAY SEISMIC BRACE LOCATION NEW UNE RESTRAINT SEISMIC BRACE LOCATOR f0 HYDRAULIC NODE POINT alai eM DESIGN. MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF 0.S.H.P.D. bia1 TM IS DESIGNED FOR UGHT HAZARD OCCUPANCY WITH A MAXIMUM FIRE SPRINKLER SPACING OF 225 SOFT. PER HEAD. ALL BUILDING CONSTRUCTION 15 NON-COMBUSTIBLE. UNOBSTRUCTED. ALL STORAGE ROOMS TO NAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISTING FIRE SPRINKLER HEADS AND PIPING. MAKE ADJUSTMENT TO THE EXISTING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CEIUNGS. INSTALLATION OF ALL NEW PIPING SHALL BE COORDINATED WITH OTHER TRADES. REFER TO SHT. FP5.01 FOR TYPICAL SUPPORT & RESTRAINT DETAILS REFER TO SHT. FP5.02 FOR TYPICAL SEISMIC BRACE DETAILS. SPRINKLER SCHEDULE & LEGEND 511R awna COMM •. I,Ica a. fa 613TT O RELIABLE FIFR RECESSED R3615 5.6 15S CHRM 41 • REWIRE G4A CONCEALED R5415 5.6 165 11157E 13 • REUABLE G4 ORED/EC R4441 112 165 MITE 100 TART k Mfllp=fo PnTVre TOM W= MS stir - 54 TOME COW 1a PROEM - 195 CONSULTANT SOUTHWEST FIRE PROTECTION COMPANY 215 E. EL SUR STREET MONROVIA, CAUFORNM 91016 Telephone: 626 . 369. 0034 Fax 626.369.6117 SWFP Job N9. 5030161 PLAN PLAN NORTH 4ND Architecture Planning Interior Design ?220 UNwMy DIM Neat Bab CAS2600 ww— P 949.74.195 F 949.674.1338 HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoag D119e, Nw.poll Bea Ca. 92558 SHEET TITLE HEART VASCULAR INSTITUTE FIRST FLOOR REFLECTED CEILING FIRE SPRINKLER PLAN - SEGMENT C RMXNS/NBMROS OSHPD SUBMITTAL NI OSHPD SUBMITTAL it CATE 6I15/10 12/16/10 PROJECT ILIENTETC 3160200 PROJECT *COMET R. REOIER eN.Nx e•M HIGGINS ISSUE RATE 2 4 1 5 6 7 8 12 1 13 14 15 7 AGENCY APPROVALS OSHPD # HL101366-0 SUE Sinn NMIBEIR •-1-0' FP4.01 C 2 3 4 5 6 10 12 13 14 15 16 17 18 1 2 STAIR 0 ACCESSIBLE PATIENT TOILET 236 I 3 18-2 R an 3 18 ,- a sm11LE Loa ,- 1 -SEEALT FP1.01- • E S I L____J 1 (H 4SING7 RECOVERY RECOVERY tT0 COMIC r-0' mea rev AREA ( I) PATIENT ikV4DeER1 RECOVERY 4 5 18-4 18.5 nano drAnnnn ■I!IMI■liII■ h'IIS■,. 18-6 5 (E) CORRIDOR I Les I 5' 18-T T 18-8 a' ,f i Y� 1-1%1 J $ YI t tom rA a-1 T 1 C 11wl LMR.BOR e 6 (E) SUPPL •I STO RAG 12 13 14 '1 J18-F ------18-E 16 / — —�B-D — --18-C -----Ia-A 17 GENERAL NOTES 1. REFER TOMOS 03616t4M111D Fire Sprinkler Legend EXISTING CEILING SPRINKLER TO REMAIN 0 NEW RECESSED CEILING SPRINKLER LOCATION NEW CONCEALED CEILING SPRINKLER LOCATION ems® NEW SPRINKLER PIPED FROM EXISTING 1' OUTLET is REMOVE EXISTING SPRINKLER AND PLUG 1- OUTLET P ALL NEW RECESSED SPRINKLERS ARE CHROME WITH A CHROME ESCUTCHEON RING AND HOUSING. ALL NEW RECESSED SPRINKLERS ARE 15S RATED. ALL NEW CONCEALED SPRINKLERS ARE BRASS WITH A WHITE ESCUTCHEON PLATE AND STANDARD HOUSING. ALL NEW CONCEALED SPRINKLERS ARE 16S RATED. ALL NEW FIRE SPRINKLERS ARE QUICK RESPONSE TYPE USE 200' RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. EXISTING FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATOR NEW FIRE SPRINKLER PIPING HANGER LOCATION ON NEW PIPING NEW TWO WAY SEISMIC BRACE LOCATION NEW FOUR WAY SEISMIC BRACE LOCATION NEW UNE RESTRAINT SEISMIC BRACE LOCATION 10 HYDRAULIC NODE POINT SYSIDA DESIGN, MATETRWLS AND METHODS OF INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF 0.S.H.P.D. STSIGM IS DESIGNED FOR UGHT HAZARD OCCUPANCY WITH A MAXIMUM FIRE SPRINKLER SPACING OF 225 SOFT. PER HEAD. ALL BUILDING CONSTRUCTION 15 NON-COMBUSI1BLE UNOBSTRUCTED. ALL STORAGE ROOMS TO HAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISTING FIRE SPRINKLER HEMS AND PIPING. MAKE ADJUSTMENT TO THE EXISTING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CEILINGS INSTALLATION OF ALL NEW PIPING SHALL BE COORDINATED WITH OTHER TRADES. REFER TO SHT. FP5.01 FOR TYPICAL SUPPORT & RESTRAINT DETAILS. REFER TO SHT. FP5.02 FOR TYPICAL SEISMIC BRACE DETAILS. SPRINKLER SGIEDULE & LEGEND I aMIIa eeea IDI IN once eP. n. arm O RELIABLE F1FR RECESSED R3815 5.5 155-CKW 32 • REUABLE G4A CONCEALED R5415 5.5 1655 WM1E 32 • RELIABLE 04 XLD DREC/EC R4441 112 165 WHITE KID CART 6 51ENP16S1 PROMO TOM cow MS 9C - 64 TOTAL COM 11G PPM= - 165 CONSULTANT SOUTHWEST FIRE PROTECTION COMPANY 215E ELSURSTREET MONROVDA CALIFORNIA 91016 TNOPM A 020. MO.0034 Fax 626.359.6117 SWAP Job No. 50.b16 P PW NO Architecture Nanning Interior Design 2220 UNMey CMS womMal P 949574.1025 F 946574.1338 D HOAG MEMORIAL HOSPITAL PRESBYTERIAN one Hoag DMe, Newport Beath. Ca. 82658 SHEET 157 HEART VASCULAR INSTITUTE FIRST FLOOR REFLECTED CEILING FIRE SPRINKLER PLAN - SEGMENT D REVISIONSPRIBIRIALO OSHPDSUBMTITAL 01 OSEIPD SUBMITTAL%2 ORTE 6/15/10 12/16N0 Pw<a ewa1x 3150200 PROJECT s«rzc1 R. TGGIER Mani a M. HIGGINS IBM MTc SCALE 1/4•-Td SHEET ..ern FP4.01 D OSHPD # HL101366-0 2 3 - 4 5 9 10 2 13 14 15 16 T DST. nW. ST9. STRIP r>¢. PLOP .L Saw 41NM TENS 114.12 SRMTO Mae ;MOAN! ESE MOI STRENGTH c' HILT HYIST BOLT R WEDGE ANCHOR (TORQUE 251 2' ION. FHGHMENT 116 1101R TWO ARAM THE H£ ANCHORED W EOM 351E OF PIPE TYPICAL WIRE UNE RESTRAINT Mt /13. DIST. N.W. CONCRETE STAB E HANGER VIIHOH G LDE RESTRAINT N.T.S. 3/Vs0-3' Gan WAX GILT TZ WEDGE ANCHOR (MRQUE 251) 2' L•L EMBEDMENT NA TCIM I58 SAE BALM BxOET 3M' ALL TFREID ROD (1WL I'-6' PLO) A0.VSTASLE ROC HOMER RUN ROD H4 TITNT TO POE W PROVIDE TOED AO HEG CLIP LINE RESTRAINT € CONCRETE PAN JOIST/BEAM 1UL0 Fla 25 spa E IESIREER TPE 1 - 20R 1 NO 1-1/4. IRE APO MEER GYRE 2 - Fa 1-1/2' AND 2' PPE NO HANGER 1 10LD0 Fla 25 I DEHDIED A DE NTH TELCO BUN mans no. 200 D IMG TI TO PERE UPWARD LOWDIE1r PPE A T OCCURS DORM MSONLW 100 A MAMAI OR SI9YR ACIMIY FIGURE 25 SURGE RESTRAINER J INE RFSTRAINT/HANCFR NOTF' 1. TIE END SPRINKLER ON UNE NULL BE RESIRAED MOST EICESSNE VDn10AL AND LATERAL MOVEMENT. 2. BRANCH UNE PIPING SUPPIINO PENDENT SPARKLERS SHALL BE PROVIDED WITH IMRE RESMNOS CR BRACING R MAXIMUM 30' NMNNS. A HARDER HULL BE WARN 24' G RESTRAINT OR LOACING AND ROLL BE G A WPC THAT RESISTS UPWARD IIO10IQR. EXCEPTION: UNES SUPPORTED ON RODS LESS THAN 8 INCHES N LENGTH. 3. WIRES USED Fa PRIM RSIPNNIS SHOULD BE ATTACHED TO THE BRANCH UNE WIM TWO TIGHT TUBS AROUND 11E FIRE RID FASTENED WITH FOR TOT 'WRNS WITHIN 1" AND SHOULD BE ATTACHED TOME STRUCTURE A9 9N0YMC A PROVIDE 10LW #25 SURGE CUPS OR RUN NM DOWN TNMT A PPE AT ALL HANGERS E CEEDIND 24' N UL NOTH AM AT MISERS ADJACENT TO UNE Mums D c aGW Rmv 3/0• FIG S svlva An1RERT 3/S' ALL TRGR NO0 E) NV. COMTE �S/e• Han DRIER STM. RVH art rz WEE NAER 018.E AD 2' MIS EMGDIIENT em AW5TAHL Am WIRA LIE/NNN RANGER WEDGE ANCHOR. RaD E RING � LR71 LE' ALL 'DREAD MO 1— 0J IN. OIAEIE HNSTEEL art rz�NOD� S SRL DBEOEN T ✓WO AAOOHE AO HEAR LITE/PAN HANGER WEDGE NAER, AID W RING r E) NV. ORNEIE LDE/INDN HANGER TREADED SIDE BEAN ]RACKET. ROD & RING 0:411LIE MISRSCTAI OCTAL EN/EST OAP RA TDOMSO HA,EL GEE 50 SUER SAINT SCREW 3/11" ALL MEAD R® RAY -PIPE Siff 4• as TEST LOAD 1500 L3S3 SANHY SCREW TEK 50, ROD 6 RING Ut LSIEO (0 3000 PSI LT.WE CONCRETE CO METAL OLR-20 a Ye HANGER VEIID4 4• IF A MACE AND mai WINER L NMI COMERS 10' Fa 3/M F 6 25, FIR 12•N PRINME 60 51V192R TO RESIST EUNPRESSI6 /• ME TILED VW R® STUFFIER •/ �: MO E GA CHANEL FIG OM TM, SLAP. SWAY HUES ATTMCERT 1/Y45124 ▪ KINK aT R VE➢GE AMER C4 IOC EMBE➢EIIT) TORE PEAT - IRtiIR-1917 Fla 980 MVEL SYA? Wit FITTING TRUCE MPG SHAM 40 P10 T•o MAX I-I/4' S 7-0' NAX LATERAL EARTHQUAKE BRACE (Q 3000 P5 1.T.WE CONCRETE D0 1ErN CECK - 20 OA YNE W AGGER WITHIN 4• Cr A BICE TURD V1ER WAGER LENGTH DEEMS le NH 3/8• a OR 23' RR I/2•A. PRIVLE ROB STI5FIER WI RESIST DOFlE55@N USE TRW 098 I® 31RT➢ER Na 12 GA 0MIIRL LONGITUDINAL EARTHQUAKE BRACE ROWE SWIM DROP WRREMM STALES STEEL— ROSE W/ MUSS STEEL BRAO T110-In' SERIES 203) RFDUON MIND TECH STONER MD —BMX UTE LLB YOUIIRD BDLET N—SISQDFD LEND ROHE SKMTR CROP CORRUMNNE W/ OSI MS STEEL SS BRIO TD(-REAL' SUES 200 RERIM RING IEW GIEICTR CHAT —swot UF/ARIDFER xR YDIIT112 HBDET \—SLWOED GEM TYPICAL SUPPLY DETAILS ® SUSPENDED CEILINGS .W RAMSETAAH)FIFM TRUBO. NOME ANCHORHMCO PR _11-LIGHTWEIGHT OCNOETEOVER METAL UEOC-20GA041r1) . . SF coma '.'qvw wawa aw '- man a'�ieaaaw Man " Rw@Ya'.--- wales art - priors G iw�laamiaaMHaPC ®Raga ,�usn Mm 09aae a°ww°P'r - -r ®- 4. a liaawEaaran,AwawvpAaYTYe )Owe paaawwVaTV aummarnsremarnamwma nE -ND lair w v r aas ., mew a amass 44. a us W or cumwroonmotwomilOONANOR , v .W M wa a ow »w •www�"w`wwwa'ielHiw,ae°`uww"`ow em aliOnlielnEOEITMONTITOWEEETWE FXet - QF.31r4I JSy2f.200sniel*Tale11131M. 4.s AanwnTa, TYPICAL SUPPLY DETAIL Fire Sprinkler Legend rtt EXISTING CEILING SPRINKLER TO REMMN 0 NEW RECESSED CEILING SPRINKLER LOCATION • NEW CONCEALED CEIUNG SPRINKLER LOCATION 01 NEW SPRINKLER PIPED FROM EXISRNG 1' OUTLET 441 REMOVE EXISTING SPRINKLER AND PLUG 1' OUTLET P ALL NEW RECESSED SPRINKLERS ME CHROME WITH A CHROME ESCUTCHEON RING MD HOUSING. ALL NEW RECESSED SPRINKLERS ARE 155' RATED. ALL NEW CONCEALED SPRINKLERS ARE BRASS WRH A WHITE ESCUTCHEON PLATE AND STANDARD HOUSING. ALL NEW CONCEALED SPRINKLERS ARE 165 RATED. ALL NEW FIRE SPRINKLERS ARE QUICK RESPONSE TYPE USE 200' RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. COSTING FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATION NEW FIRE SPRINKLER PIPING HANGER LOCATON ON NEW PIPING NEW TWO WAY SEISMIC BRACE LOCARON NEW FOUR WAY SEISMIC BRACE LOCATION "1 NEW UNE RESTRAINT SFISMIC BRACE LOCATION HYDRAUUC NODE POINT JTSILM DESIGN. MATERIALS AND METHODS OF INSTAUATON SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF O.S.H.P.D. SYSTEM IS DESIGNED FOR UGNT HAZARD OCCUPANCY WITH A MAXIMUM FIRE SPRINKLER SPACING OF 225 SOFT. PER HEAD. ALL BUILDING CONSTRUCTION IS NON-COMBUSTIBLE, UNOBSTRUCTED. ALL STORAGE ROOMS TO HAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISTING FIRE SPRINKLER HEADS AND PIPING. MACE ADJUSTMENT TO THE DOSING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CEILINGS. INSTAlATION OF ALL NEW PIPING SHALL BE COORDINATED WITH OTHER TRADES REFER TO SHT. FP5.01 FOR TYPICAL SUPPORT & RESTRAINT DETAILS. REFER TO SHT. FP5.02 FOR TYPICAL SEISMIC BRACE DETAILS SPRINKLER SCHEDULE & LEGEND nIR MONO mamma a1 IR-RORI IRE. PEAL OWSRA RELIABLE FIFR RECESSED R3815 5.8 155' CXRM • RELIABLE CAA CONCEALED R5415 5.8 185S WHITE • RELIABLE G4 )0.0 OREC/EC R4441 112 165' WHITE *AD WE N ROODS) M0.00 109L LIAR TA SHEET - Tm1 Maxi 'MS PROJECT - 195 CONSULTANT SOUTHWEST FIRE PROTECTION COMPANY 215 E E1 MONROVW, CALIF8URSTREETORNIA 8101E TMgeT1: 020 359359 00034 Fec 528.358.511T SWFP Job No. 50-3016 AND AMNitecture Planning Interior Design 2220 UNWr*W DAr> Nemat BOO. GDXUI www.laaiDam P949.O4.1325 F&8.524.13311 HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hag o,Ne, Newport Beech. Cs. 1085E HEART VASCULAR INSTITUTE FIRE SPRINKLER PIPING, HANGER AND SEISMIC SWAY BRACE DETAILS NN5e15/WBw:INS OBHPD SUBMITTAL #1 OSIWOSUBMTTALR2 m DATE BA910 12N910 PROJECT NUMBER 3180200 PROJECT .Rc OTEGT R REGIER a.a a M. HIGGINS ISSUE OM( 3 4 5 6 1 I 10 12 13 14 15 16 AGENCY APPROVALS OSHPD # HL101366-0 NO ea1rt SCALE SHEET FP5.01 2 3 5 9 10 12 13 15 16 1) DST. !LW. CONCRETE SVR TQCO F10. R ROO TWEETER aomnnm wa moo arelEa aroma lir Dr 1. sor sr 27 fr er a MENaRww wawa eca.el*senr*lA aiiea allaNs asentfelearar CAMPOIN Ale"twlia WTIArw 4. arnwnetmq italaraalii AarAaela APPROVED OPA-0300 July 21, 2003 .aoAaael.nwuv slat Say alga OF =Tat aYa* tale L..1 R Ru •e AI. Le 4 MOW at. a Ae An 1r a a Sa An SSPrMO Ala >n Ha a IN SW A. Al r Waal as a twaReCia w a w La ars la trma are alAte Mal Ada R Are rear 0 0. u as an am as a we am a tap a ea au 4110 a Y e SW so 4 wa woo w uw a stare u 2- at ma .a to at a Ls at ta se R mum ta et o aA' IRea M W its A1141 sae al ar Si le la AO Ws tea la too liaraltal amCl aaem(o.na r.. Lwow Loa umM4U* asap ,Rlawmallawan. swe lulnevaaMuw gruservwcwawa mucnomamanl uelput&TON Cr*t t S uaaisumr iSwtrita amaa Imjirt nla'tiellavaalam APPROVED m*dOintment . 01•Pr OPA- 0300 July 21,61a1E3 MAOMUPA ALLOWABLE LENGTHS AND CONCENTRIC LOADS FOR BRACE LIB. 0 1a1 IX41I .a.�Cr "'-S* 1j SAWRwI4*2M PN.Au�� 014d0..t) 1^fM n F4 11n 0.3114 m5M �Aa "`Y'a1..s 'RN A.I.® T- SIP faro a.,a milt MILS 0400 L• ti al wR=aY61.e.oaOTC la'nwmawl 14N4 00W000000002 r400rt wn®vwalSlleaawS4INw nii in 0 IpR11 wasagra 0001 •1 •C AII N. W APPROVED � Iy21.20 / ry lI \�Y• ........ J''I®TCO .mnua.aw.•mie isaE weer II • A P P R O Y E D m•aT Metre- r, ORA.0300 July 21,2003 a,mclwxt 1a1° aNana mn • Y▪ lM.£.1A1aN. spawswa a*4 =WSw Fla 4. y areassampaall 'w R.waive waive (r•Fi TTW RN®ET/REDHEAD TRIIBOLT WEDGE ANOIORS*14,000 PSI CONCRETE nerraa' ir Mies VaM NWMN IITTTn laY IN r r aryeR Tm a aW e APPROVED ammatinelteAnycha OPA-0300 July 21, 2003 NOTES. Alaarala m,alalli WAaw oo Q' m, amnara. Worrell atwrwxnaa MarrMara M®m ILLOWAIISMlraNlR UOxNvta W3 @ems D*041llo(Pl.b4 aW*14NIAWMI trreer /aialaaN Walla Vawawnl 4ONIONr wua NasTowil NLOWIMACIPIOTYM NIPRafa.4 TM lasiaA.®RTRssay.Vi li110002D Waal 1OM1WYalara Ln40F uai.M aanClaraelal Y1417EAAowmine�O aalISIONFOOIT.Vallar W3tell2YA8MbtlwVLR Tara IMa naafi ama4 Wa• al .aaAre4a a.mw® u w*ie,Awraaa.l maeR.tc ~anaal. al-Ma/l4Ooal0Icnel a®. tSTN.Cn4n4I• YEralq[1WlMfla 1 ct ▪ IRniMnP1re {Apnlai ea iall o Mrrlialar m®anaa.unoa® .elaax.,aae..laW1E ( FAST GLMP TFAFISMIRSE RIGID BRACE r1, lrWF6 BMS PO 1 anew..r.uanlFlalltrapa Mae. a a ape was iesaa law alga Waalalmar PORMilacrs .laa•Daa"a.ISCE DETAF.10 a mwevas e'Ie floe APPROVED otiritraietm eAterrre. CPA-0300 July 21,2003 Tol-Brace Seismic Calculations • • HANGER mum 4' CP A BRACT VIM NEN HANGER LOOM MEWS IB• FR RIP A R 0' FOR 1/2Y. PROVIDE 00 ]tn2•-+ m RESIST COMPRESSOR USE TRID MA I® NM 12 GX CHWEL �/ FIG1r LAST MANN WAY BALE ATTMPENF 1/2140-4 VB. KOK RT R H OGE NOM 0 l/4' KR M ORENO TREE Sn - I 0-ESR-191T FIG 90 SNVEL WAT rue FIRM. - BRACE PEN SCR a fax rb• MAX LATERAL EARTHQUAKE BRACE 10311-1N6/AED ROW PIPE EIOSr. N.W. CONDOS SLAB ---I HANGER MOON 4' R A RME --R- IM NEN HANGER LENGTH EXCEEDS IB' FOR 9/9' A ER 0' OR 1211. PInVle RIM STOMPER TO RESIST CDpESSGR NEE TOLD 00 PAID STOFEIEH NO 12 CHANCE Or 4. 4*. L/ PPE CLOP "PM• tan KW Bar 12 RIDGE 411010R 3.' EMBODIENT) TORQUE 50# -NEC ER-1917 Na 980 EL 4.ML Aar BRACE PM SI NN 9R 1•X T-0• INII 1-1/4• X Y.0' WIN LONGITUDINAL EARTHQUAKE BRACE NON-TNFATED Rah P'E TIRE MW. CONCRETE ---I HANGER MIN 4• OF A RACE NOTE WHEN WAGER IENWN EWE= lir FLN 1 2' ROW PONCE ROD Suntan TO MOST COMPRESSOR USF TIXM /n RO SORRIER N0 12 GA. DONEE G rex Tom cur SWAY BYA£ ATTCNER *.y Itt mu BflI 12 WORE NOW WITH NOT & EASIER GORE EST/) a• NIL EMMEN i_ r RG. 960 SWIVEL SOY BRAE FT19C MICE PPE SCR 40 1 T-0' MAX 1-1/P x E-9' VAX LATERAL EARIHQUNTE BRACE 0 CONCRETE BEAN OR WAFFLE SLAB FAIN-1NE/OR BR•CE PPE DOT. N.W. CONCRETE-s HWRR YIRR 4' 0 A RACE -R- OM NER MOM LENGTH EXCEEDS Ur RR 3/V 9 R 0' RR V2.0, PROVn= AR SRPFMER 10 RESIST =PRESS! USE TRW 990 04 Sea um 12 CA DWIEL FIG 4. 4E IL PPE OM 'k 0-4" HMW 101K RLT R WEDGE ANCHOR en Nun e WASHER MIME 500 3,' MR Moro FIG. W SWIVEL MAY BRACE FPN S0L40 NO Tx T'-U• VAX 1-1/4• X Y-0' 9A% LONGITUDINAL EARTHQUAKE BRACE e CONCRETE BEAM OR WAFFLE SLAB t01-RFEMW RMX PPE Tdaace Seismic Calculations PIa101010 0010E-14IO2•AY Ca Hata laI c4 Job Sala 91aI@FRP.YGa4 ME Et sbra n. Ne.a44'AYMF ran G Weel a1 wia.IAraY. On a Haul NMCOMR'Q• En}nAEaa ..a- moneadi 10.an0 21411906 NlrYrawmm.a 2EEn9rlr. ISmwAalmID area MOM aar W>M M1aaii111M TCLCO- a1al Min IulalMatlon Tatco Mace Components Bran I1li#mall9n Yoko Ikea Components Apra Apra mTU AWN lEMar®WAS r =LOW sosoreNu r sa Asa. Ire. andel APW 1.ms isa.derAlk. PQ01m11 4..- ansal tar FR4law 01 OWrWaieda .09WApp*Y RM* bOaf lel FM4Oa F.a1M,W Sid m. sa.aw nlL.w. .W r.wawad. W..raaew•aea ime84bNPNns R# Near AU ...M IAS Ea e (RA AO 160140 FAMnER IntOR11Bb11 Vas Oslaska MNIHte TPA WebnahrOlomennall o M,a) in teal 94h®m) Assembly Mall TACOFn.9N SWIVEL EVaaliME MEL PPE u� TOICGFRa WaY Main PPE OWN* mom ldrnRmtbn an mans made. Aar*P4Nt aeiribn reface lam*S r F¢2E Wf-rPWS Lead kkmu0on Ie•_ Sam FROM.) n emBvrMF PO.uw) Saw Tar TWIN Aar ere sta sus 9a now 1AYaa W __Led TweersaW Oar 11111.111111WAS -Orta Mani Fastentr Intommtlon ra•aroN.d. aww,WII TIPS DIMS TIIIPN anal. Ova Wr N IP& Weil a40W e) easersantai LVb4l1e) Salo PayaNalry Nra AeBNW Leas gt®oa taa:bNWgO r.4ALd9.Y 1956(0141) r--ere-.asla - Assembly Detail Taos FR wral tans rr6Re ,LCO .to Fasnaar *NM ORE aralBeNrfa a Pao tonnes. aarmors OHrpmH dean law. POW m SSNINa Fw Load Infer elon 9n W levelFy0 Rana SWOT alas rataall w 943 wl TOW WO INePASO 9.1119.1 THAW CMWbled Load aaaa *Rana) ays2at.. 45.4a MSS PA el 1Ob151YO Om FM Typo ofFips M Stec SaNa (MAW r Soec}Mhata6aal 4W20044 4.minso trrn4oSMARM 01naw TOW 1r00 6NNN IDWP2N 4TAON 41.T91027a TatalOiculabd Lwd 96MIM armtN Napa em*N r xn4O sera MA mu 1Il3OSAN 9eeaa,mdmrmpa- IRs Mlle O1 nor 004 WWdbIWa60•aaI 115.4 aeTreSto NOTE 1 SLE 2ALL SWAY RANG COMPOMENTS TO BE SIZED AND WEIRD PER NPPA 213, 2002 EDGON & OSPPO PE-MRBTED FIXED EOWMEM NO08ME /RA-0300. 3. DRAM IENDER TO BE 1' SCR 40 STEEL PPE MTHH A Wx. MOTH R T-0' R 1-1/4' SOL 40 PPE RR A um MOTH GF 4, IAXMu SPACNG R WOW BVOM . 40-0. 5. MAXIMUM SPACING R LONWUOWL BRACES - 5O-0' B. BRACE mar TO FE AT AN NAGE R 45 TO 90 FROM YEROCAL T. ADKH BRACE OTROS TO CONCRETE DECK WITH •• OLA SLR KWIC BOLT TZ WEDGE TYPE NOIOR 3-' MN. EMBEIBWN. 8. SWAY RICE LOCATORS SHOWN R PINE ME SUBJECT TO FEED ADJUSTER. MAXIMUM SPACING R BRACES BALL NN BE EXCEEDED. 9. A SUPPORT HANGER SHALL BE FIRMED WTTHN 4. OF A SWAY RYLF. RCO SBTUERS IRE REQUIRED ONLY ON HANGERS THAT HAVE SDBOC BRION ATTACHED AT R WARN 4' or THE HOD. WPC RR LEN� WITHOUT !HMOS . 10 FOR3/C • ROD AND 28' RR1 •RO 10. LATERAL STAY BRALNO SHALL NOT BE WORM R PIPES 41PER NFTALLY S J f 13,9PI Om BY RODS LESS THAN 6 INCHES LONG Fire Sprinkler Legend tr:‘ EXISRNG CEILING SPRINKLER TO REMAIN Qa NEW RECESSED CEIUNG SPRINKLER LOCATION • NEW CONCEALED CEILING SPRINKLER LOCATION •A• NEW SPRINKLER PIPED FROM EXISTING 1' OUTLET • REMOVE EXISTING SPRINKLER AND PI!JO 1' OUTLET P ALL NEW RECESSED SPRINKLERS ARE CHROME WTIH A CHROME ESCUTCHEON RING AND HOUSING. ALL NEW RECESSED SPRINKLERS ARE 155 RATED. ALL NEW CONCEALED SPRINKLERS ARE BRASS WITH A WHITE ESCUTCHEON PLATE AND STANDARD HOUSING. ALL NEW CONCEALED SPRINKLERS ARE 165 RUED. ALL NEW FIRE SPRINKLERS ARE QUICK RESPONSE TYPE. USE 200' RATED SPRINKLERS IN ALL ELECTRICAL ROOMS. EXISTING FIRE SPRINKLER PIPING EXISTING PIPE CHANGE IN ELEVATION NEW FIRE SPRINKLER PIPING HANGER LOCATION ON NEW PIPING NEW TWO WAY SEISMIC BRACE LOCATION NEW FOUR WAY SBSMIC BRACE LOCATION NEW UNE RESTRAINT SEISMIC BRACE LOCATION 10 HYDRAUUC NODE POINT nitM DESIGN, MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13-2002 AND THE REQUIREMENTS OF 0.S.H.P.D. Sn¢M IS DESIGNED FOR UGHT HAZARD OCCUPANCY WITH A MAXIMUM PRE SPRINKLER SPACING OF 225 SOFT. PER HEAD. ALL BUILDING CONSTRUCTION IS NON-COMBUSTIBLE. UNOBSTRUCTED. ALL STORAGE ROOMS TO HAVE MAXIMUM OF 130 SOFT. PER HEAD. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF THE EXISTING FIRE SPRINKLER HEADS AND PIPING. MAKE ADJUSTMENT TO THE EXISTING SPRINKLER PIPE WHERE NECESSARY TO ACCOMMODATE THE NEW RAISED CBUNGS. INSTALLATION OF ALL NEW APING SHALL BE COORDINATED WITH OTHER TRADES. REFER TO SHr. FP5.01 FOR TYPICAL SUPPORT & RESTRAINT DETAILS. REFER TO SHT. FP5.02 FOR TYPICAL SEISMIC BRACE DETAILS. SPRINKLER SCHEDULE & LEGEND 9qR Sara IOOPM1W R I wMaWM 1FM. Net AaNT ® REUABLE F1 FR RECESSED 113615 5.6 155' CHRM • REWBLE G4A CONCEALED R5415 5.5 165S WHITE 33 RELYBLE G4 XID OR4C/EC R4441 112 155 WAVE me CRT E WMIHO(FS) PROMO 10TL COUNT THIS SHEET - TOTAL CORI MS PROJECT . 195 CONSULTANT SOUTHWEST FIRE PROTECTION COMPANY I 215E ELSUR STREET MONROVIA, CALIFORNIA 91016 TN.phoor 626. WO.0034 Fax 826.359.8117 BWPP Job No. 60201E 1 KEY PLAN HOAG MEMORIAL HOSPITAL PRESBYTERIAN One HOG DOw, New10a BMBA. Ca 92558 SHUT mat HEART VASCULAR INSTITUTE ARE SPRINKLER PIPING, HANGER AND SEISMIC SWAY BRACE DETAILS PM94NSry101714 . OBHPD SUBMITTAL #1 OSHPD SUBMITTAL #2 AMC APFPOyAL. DATE 6/15/10 12)16/10 3160.200 Mai aHOECT R REOER Dam ex mA amM. HIGGINS NO SCALE Total A¢W Lead far pa Wail Zorn al Mate ter 89084 90 4Na2ana9 DM Memel Med met pn tZR9rMance 2 3 4 6 7 8 10 12 13 16 1 17 SHEET NuiABER FP5m02 OSHPD # HL101366e0 2 3 4 6 9 8 10 11 12 13 14 15 16 17 ©tem a AmWR.w.wcrs 39 - Au miss RESERVED F 110 WMv14 is Nor b'. 42' Itws secs mum \ 2LLEVEL LINK BLDG. M LOW ROOF SEE -z9za / \ \ // / \ I_C0 \ J UPNAST EE. GE G & CONTROL DETAIL r 28-3 Y 19'K18' SA RECOINIECT TO DOMING DUCT PENETRATION. SEROUS OUT OF SCOPE AREA UPON CONSTRUCTION COMPLETION. REBALANCE TO PRE -MEASURED AIR FLOW 36'x30' SA 26'K16- S.A. RECONNECT TO EXISTING DUCT PENETRATION. SERVES OUT OF SCOPE AREA UPON CONSTRUCTION COMPLETION, REBALANCE TO PRE -MEASURED AR ROW 72'x30' SA. DOUBLE WALL DUCT SEE DETAIL (TYP.) 1B'K16* SA RECONNECT TO EXISTING DUCT PENETRATION SERVES OUT OF SCOPE AREA UPON CONSTRUCTION COMPLETION. REBALANCE TO PRE -MEASURED AR ROW PLUMBING VENT TO BE RELOCATED. SEE PLUMB. DwGS. COSMIC PLUMBING VENT. \ � 1 (NIC) L r—'1\ I `N (MC) (MR 3'CNW.S & R 24'124' EA RECONNECT TO ETD5IND DUCT PENETRATION. SERVES PROJECT AREA 24'r24' SA RECONNECT TO FASTING COS PENETRATION. SERVES PR6,XCT AREA J R11AONG 1 T TO BE RELOCATED. - PLUMB /DWG& MU WRING & CONTROLS SEE DETAILS CONDENSATE DRAIN CONNECTION. SEE PLUMB. CMGS. AHU ANCHORAGE & MOUNTING HOLES EE DETAILS 28-'1 CH.w. PIPE DOWN WALL (SEE M-3.02A FOR CONT.) ROOF a N PIPE SUP SEE DETAIL 29-2 Y 0.A. DUG J AHU COL PIPING SEE DETAIL (RP) 30%60' O.A. DUCT ROOF MOUNTED DUCT SUPPORT SEE DETAIL (TMP.) 23' 9' (Exist) (NIC) ,\-PLUMBING VENT 1D BE RELOCATED. SEE PLUNB. DWGS 28-B -28-D 28-F E -28-G -28-M GENERAL NO1FS 1. COORDINATE UMT PLACEMENT AND INSTALLATION TO ENSURE REWIRED MOUNTING HOLES ARE ACCESSIBLE 2. EMERGENCY POWER MALL BE PROVIDED FOR EQUIPMENT PER O.N.O. 3160. ESSENTIAL MECHANICAL PROVISIONS 3. AIR CONDITIONING AND HEATING SYSTEMS SHALL COMPLY WITH C.M.C. 315.0. 4. FILTER GAGE SHALL BE INSTALLED ACROSS THE FILTER BANK. CONTROLS SHAH. BE INSTALLED TO MAINTAIN AIR FLOW AND SUBSEQUENT PRESSURE RELATIONSHIP PER C.M.C. 407.3.2 5. AIR HANDLERS SHALL BE EQUIPPED WTIR FILTERS PER C.M.0 4010. 6 MR HANDLERS OPERATING AS VARIABLE AIR VOLUME (VAR) >TaiWS SHALL COMPLY WITH C.M.0 407.5. T. OUTDOOR AIR STAKES SHALL BE LOCATED PER D.M.G. 407.2.1 MM. 25' FROM EXHAUST 0URE15 OR VENTS AND MIN. 10' ABOVE GRADE & AIR HANDLING EQUIPMENT SHALL MONTAN AIRFLOW & PRESSURE RELATIONSHIPS PER TABLE 4-A. 9 UNIT SHIPS IN MULTIPLE PIECES @ MUST BE ASSEMBLED INSIDE ROOM. PRIOR TO ORDERING EQUIPMENT, CONFIRM DIMENSIONS OF UNIT SPLIT & WRWY ACCESS ROUTE. KEY PLAN T1LWe.UMS ca.rWMm.aewrom Mu vim Kam m&.29 INMGin0 wets F.VC04•215601127 TAYLOR Architecture Planning Interior Design 2220 Unimak 0M Nespon /CaBeech, WMAINSn a 6 926 P 9493741826 F 949824.1338 y�ppy0.D AR\ gfc%fCf * a No. C23842 " * J}9 NfW 4-5o'A^ �'�P rF Of CAIAC° HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoeg EMO, Newport Beetle, Ca. 92658 HEART & VASCULAR INSTITUTE 3RD FLOOR ROOF MECHANICAL PLAN SEGMENT B Ftmxe INMOUS OSHPD SUBMITTAL it 1 OSHPD SUBMITTAL#2 CONSIRUCTABILI Y REVIEW OAM PROJECT WK.Flt 6/15/103180200 Pw112I16180cm 03A1*. REGIER oMnr sr' B. FOGLE RUE M¢ zraE 1M'=1'-0' SW Mat HL101366-30 M-3.O3B ozscs 10-005 2 4 5 6 7 8 I I 10 11 12 13 14 15 16 17 effendi - m. a"3RIMMED F nos oximo a t4T 3u : 4r. a ws m' ma KEYNOTES: D PROVIDE PERFORATED WALL PANELS WITH 2" ACOUSTICAL LINING ENCASED IN MYLAR. REFER TO SPECIFICATIONS FOR SOUND POWER LEVEL REQUIREMENTS AT OUTSIDE AIR INTAKE LOUVER AND RELIEF AIR DISCHARGE LOUVER. (TYP.) se 1--36" L SA LEM r— [ 82" I "A VFD CFS 39.1 View Window VFD F-24x53 F-24x53 F-19x53 / F-19x53 36" 39.2) FB J It sLW on 27fl eue Wan I t 4 t t+ t t t t t t t t t t i — 1 — I-24 1 W—I'-14—j—ll—I—l4—f—li—f—P1--f—N—i—l4—I—l4—I—E4-11-1! fl Y 1 t-I--- Y A em TI !F !U-le-1-e44-24-1-B1�24-1-24-1-E4-1-e4-1-24+24+e4-!-24�e44-a-dat 7/8' Hde\ 1—i- (tN.TS.>1 �ikae I e ter Chlrrel QI 1 A� C 39 > I 1 1 1 1 1 t t 1 I t Center of HaHoles (typ) t Han t t t t t 7 MIN. SERVICE CLEARANCE (TYP.) t BALM! OsAg L J ea Wnm enr3 Pan Moroi OD t t t 4 t t t t 99e 24 24 24 24 24 24 24 !4 t 1998 yY +J S0 t i n 6B t 4 le1 t t Y� 7/2' Hole\ JIII L--���—_— fferBon to Channel �n4 MI qI An JI�I W vs N.T.SJ -I 15438 24 24 24 24-1-24-4-24 24 24 1992 I- - 4121E Center of Base Holes (tytp) t t t t MIN. SERVICE CLEARANCE (TYP.) AH-39 DIMENSIONS & MOUNTING HOLES 3 AH-1 DIMENSIONS & MOUNTING HOLES r leI VFD View Window F 4x49 F-24x49 33 1 F-I9x49 24" J MIN. SERVICE CLEARANCE (TYP.) 1 IT Wn m. 22 —F 29475 lest aw..l on t t t 4 t t t t t t t t t 247-1-24-1-241-24+124+1 ® x_ e3a ® t es t' Y t nea ® I24�24�24-1-24-1-24�24-1-24--1313 vBCMmel VW Hole -L NA 1-t—P25 _1 o 0tT.s.) 24--1--24-1-24-4-24-4-24-1--24--I--es—I—ea—I24 24 e t --Center t t t t e t t t t 24" KEYNOTES; O1 PROVIDE PERFORATED WALL PANELS WITH 2" ACOUSTICAL LINING ENCASED IN MYLAR. REFER TO SPECIFICATIONS FOR SOUND POWER LEVEL REQUIREMENTS AT OUTSIDE AIR INTAKE LOUVER AND RELIEF AIR DISCHARGE LOUVER, VFD 124 r- L ta F\ 3 F-14x63 7 Typ.IBC Cross Support (TYP.) CSA F 19 63 F-19x63 F- 'x43 / VFD Window) F-22363WF!1465°w F-24x63 F-19x63 124 F-24x63 MIN. SERVICE CLEARANCE (TYP.) L 1 J t N ay-24T4 t t INTE4—w t t 347.75 ease t 24TINTINT24y-24—ay-a-- Charnel e t BD t t t t it aka Perineter Bose Chanel P Hole AH 1�IIII- -f—es 1' Tip M C44> = L 1 _1J nee IH t rs TAYL_OR Architecture Planning Interior Design 7523 Waawadve NegHB *CA 92960 wirrazalsom P 9495741325 F 9495741339 Ci No. C23542 A �` 41- O! CA1-/FO F" t HOAG MEMORIAL HOSPITAL PRESBYTERIAN Ois Hop DIM, NeNpoit Beech Ca 92656 HEART & VASCULAR INSTITUTE DETAILS snisr sap iimayamas OSHPDSIIBMITTAL01 OSHPDSUBMITTAL22 CONSTRUCTABILITY REVIEW stoic( eFeRoots 6H5H03160200 wm4el1Btt99.7: [PAWN osioiift REGIER B. POOLE SSUE DATE SCALE AS NOTED SHE, nuiatel -t -t a DINE t t ttttt \Center of Base Holes (typ) AH-6 DIMENSIONS & MOUNTING HOLES AH-44 DIMENSIONS & MOUNTING HOLES 2 HL101366-30 M-5.6 110S64 10-005