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Home My WebLink About301 Newport BlvdSal r,,r pa Bivi Fri Deo-z5z> NEWPORT BEACH FIRE DEPARTMENT P.O. BOX 1768, NEWPORT BEACH, CA 92659-1768 (714) 644-3103 May 30, 1990 Luke Keeley Hoag Memorial Hospital 301 North Newport Blvd. Newport Beach, CA 92663 Subject: Confirmation of underground tank installation at 301 North Newport Blvd, Newport Beach Dear Mr. Keeley: Per your request, this letter is to confirm that this agency, in conjunction with the Orange County Health Care Agency, witnessed installation of the two underground diesel fuel storage tanks at the subject property. Field tests were conducted in accordance with the provisions of the Uniform Fire Code. The following field inspections were conducted: Tank UL# 30197 Tank UL# 30196 - If you have 644-3113. Yours truly, - Holiday test 9-27-89, pressure test tank 9-29-89, pressure test piping 12-8-89 Holiday test 10-11-89, pressure test tank 11-20-89, pressure test piping 12-12-89 further questions, please contact me at (714) Sy via G. Marson Halzardous Materials Program Manager James Al. Reed Fire Chief 3300 Newport Boulevard, Newport Beach MILLIGAN TESTING & SERVICE, INC. 17029 Devonshire St., Suite 300 Northridge, CA 91325 (818) 773-0770 February 10, 1990 Mr. Dave Schultz Aqua Science 17895 Skypark Circle, #E Irvine, CA 92714 Dear Mr. Schultz: RE: HOAG MEMORIAL HOSPITAL 301 Newport Blvd. Newport Beach, CA 92663 Enclosed are the results of the tank integrity tests performed at the above location on February 9, 1990. The system used for the tests is the Horner "Ezy-Chek" Tank Testing System. This system meets NFPA requirements, and is able to detect a leak rate of .05 gallons per hour. This criteria of .05 gallons per hour represents an accuracy tolerance of the equipment and is not to be construed as a permissable leak rate. MTS assumes no responsibility for product leakage. Our respon- sibility is limited to passing or failing the test based on the specified tolerance of the Horner Test System. TANK DATA TEST DATA TANK TANI{ PUMP TEST V/VR PROD. LEAK LEAK NO. CAP. PROD. MAT. TYPE LEVEL TANK LINES LINE DET. RATE • 1 10K Dsl DWS Gen. 127 Pass Pass Pass None .0150 2 10K Dsl DWS Gen. 127 Pass Pass Pass None .0022 We appreciate the opportunity to work with you and look forward to providing additional services in the future. Sincerely, Dave Milligan MILLIGAN TESTING & SERVICE, INC. EZY-CHEK WORKSHEET CUSTOMER: HOAG MEMORIAL HOSPITAL TEST LOCATION: 301 Newport Blvd. Newport Beach, CA TEST DATE: 02/09/90 TECHNICIAN: D. Milligan TANK TEST SYSTEM = PASS TEST LEVEL = 127 Inches FINAL LEAK RATE = .0150 LINE TEST LINE = PASS LEAK DETECTOR = NONE TANK INFORMATION TANK # PRODUCT CAPACITY CONSTRUCTION = DIAMETER RISER TYPE OF PUMP = TIME TEMP. 1 Diesel 10,000 Gallons Double Wall Steel 111 Inches 18 Inches Generator TEMP. CHANGE RESULT PRODUCT INFORMATION: WATER = -0- Inches GRAVITY = 34.5 TEMPERATURE = 65 F COEFFICIENT = .00045 TEMP. CALIB. = 4.5 LEVEL CALIB. _ .0040 LEVEL FINAL LEVEL CHANGE RESULT RESULT GPH 10:00 .074 10:15 .076 10:30 .074 10:45 .073 11:00 .078 11:15 .078 11:30 .078 11:45 .078 12:00 .080 .002 -.002 -.001 .005 .000 .000 .000 .002 .0090 -.0090 -.0045 .0225 .0000 .0000 .0000 .0090 35 34 -1 45 11 46 1 49 3 51 2 52 1 53 1 55 2 -.0040 .0440 .0040 .0120 .0080 .0040 .0040 .0080 -.0130 .0530 .0085 -.0105 .0080 .0040 .0040 -.0010 .0380 .0590 .0100 .0055 .0150 MILLIGAN TESTING & SERVICE, INC. fZY-CHEK WORKSHEET CUSTOMER: HOAG MEMORIAL HOSPITAL TEST LOCATION: 301 Newport Blvd. Newport Beach, CA TEST DATE: 02/09/90 TECHNICIAN: D. Milligan TANK INFORMATION TANK # PRODUCT CAPACITY CONSTRUCTION = DIAMETER RISER TYPE OF PUMP = TIME TEMP. 2 Diesel 10,000 Gallons Double Wall Steel 111 Inches 18 Inches Generator TEMP. CHANGE RESULT TANK TEST SYSTEM = PASS TEST LEVEL = 127 Inches FINAL LEAK RATE = .0022 LINE TEST LINE = PASS LEAK DETECTOR = NONE PRODUCT INFORMATION: WATER = -0- Inches GRAVITY = 34.8 TEMPERATURE = 67 F COEFFICIENT = .00045 TEMP. CALIB. = 4.5 LEVEL CALIB. _ .0038 LEVEL FINAL LEVEL CHANGE RESULT RESULT GPH 13:00 .065 - 13:15 .074 .009 RESET .074 - 13:30 .077 .003 13:45 .081 .004 14:00 .079 -.002 14:15 .063 -.016 14:30 .057 -.006 14:45 .055 -.002 15:00 .050 -.005 15:15 .049 -.001 .0405 .0135 .0180 -.0090 -.0720 -.0270 -.0090 -.0225 -.0045 47 24 -23 -.0874 68 - - 63 -5 -.0190 55. -8 -.0304 52 -3 -.0114 50 -2 -.0076 47 -3 -.0114 43 -4 -.0152 38 -5 -.0190 34 -4 -.0152 -.1279 0325 -.0484 -.0024 .0644 .0156 -.0062 .0035 -.0107 -.2112 -.0189 .0292 .0714 .0773 .0022 1..4 CMCAWOIMA--S[A1i AN.4 OWUw.1t H T $ AGIMC7 'FACE OF THE STATE FIRE MARSHAL .0OTH2RN EkGIONAI OFFICE 5GI W CAMlioN *AMA. SUITE C 110 .E51 COVINA. CA •17f0 GQOAG! CiVAAI IIWAi. 0.w... .111 E1 0eGeu 1 DATE: Fla d, /9 89 OSHPDA: 8'Soyoa.-.e F :L_:00 30-4/fn7 cr0-o53't0 r o :,th-edoiL7 8Fi4-c,N rr2E DEFT Ro. Qox /768' AJR0Po0-7 6mc/fAi Tues. FACILITY: HOAG Me , Novo, Ph ese-3 301 Naofoa 6i-do rtfrsoPoa r 8es4cs/ 4z41.5B' Dear Chief: The attached documents, which relate to tinor alterations or _z rove=eats have been reviewed and approved by the Office of the State Fire Marsha:. We are furnishing you this :nformation for your review and retention. If you wish to discuss :his report, contact ByronD. Foster Los Angeles- OSHPD Sincerely, PETER X. VA..ONE Chief , Southern. F.eg By: at • (213)620-4498 Enclosed within this application are the following documents: 1. Plans: El Preliminary ® Final List of drawings showing sheet numbers and dates P-1 (9-15-88) , P-2 (9-15-88) , P-3 (9-15-88) '1 ma`• $ '01 t - . 2. Specifications: 0 Outline Contract 3.'Dosign Program Date N/A 4. Geologic & Geotechnic Data: Date N/A (Submit with Preliminary Submission if available) 5.. Structural Calculations: Date N/A (Final submission) 6.'Evidence of Application: The Division of Certificate of Need and/or Health Systems Agency. Date submitted Date of hearing N/A Date of approval N/A ].'Copy of evidence of local zoning compliance and or use permit. Date submitted to local planning agency N/A Date of hearing N/A Date of approval N/A 8...Environmental impact report: Date N/A FOR OFFICIAL USE ONLY 9. Filing Fees: Estimated construction cost of project $ 150,000.00 (Excluding architectural, engineering, and Estimated total capital expenditure $ 165,000.00 Inspection lees, ollaite work) a. Deposit Date - Preliminary submissions shall be accompanied by a deposit. The deposit shall be equal to: 10 percent of the estimated construction cost x 1.6% A minimum o1 5250 is required for each project. Deposit $ b. Filing Fee Final submissions shall be accompanied by the remainder of the filing fee due. The filing tee shall Ise equal to the Estimated cost x 1.5% (minus) — deposit (9a) = Remainder of fee due (eb). Filing fee due $ 'Nued only be included with the preliminary submission unless revised or unavailable. P• PRELIMINARY F • FINAL R -REVISED D • REDESIGN C- RECHECK E • EXAMINATION X- FURTHER G- GEOTECHNIC Q-EQUIPMENT . A ANCHORAGE n50 wit) This application, dated January 18, 1989 is made by: Name' Michael Stephens (typed) Signature: 2� 04 Title Administrator • Address 301 Newport Beach City Newport Beach Zip 92658 Phone (714) 645-8600 Who Is to be known as: ® The legal applicant 0 Agent for the legal applicant (authorization attached) STATE 09 C?UFORNIA—STATI ANO CONSUMER SERVICES AGENCY MAGI DEUKMEJIAN, Oennnr OFFICE OF THE STATE FIRE MARSHAL SOUTHERN REGIONAL OFFICE 1301 W. CAMERON AVENUE, SUITE 0110 WEST COVINA. CA 91790 PLAN REVIEW APPROVAL (Eit) 9604441 p1461 TO ,ILEA T,oc. DATE J . 8/ /9cg9 Soya. Rac..)EA1, - Ave osHpn it ta4yo2.- Los r is.14EMs, r 900.a EFM FILE 12p-.30-S/-a9 27 -C65 0 FACILITY NAME %,10,4$ 1$4FM. ROSP. Paws r e,zz. %/ FACILITY ADDRESS 30//i frtatiner t5LA, /V# )eoarae44GH 9iGSA PROJECT DESCRIPTION Perrytov*L aF (-)as2701/& AC2000 CiAI/44 arcs EL Motet. /.t.t)Oen..r.-ou.s/O i �,/ks . r /sne+u.4- aJ ate /i%EtAJ DBE.c&3LE W4 Lt 774rJ%S ar ff' S4,rM CAP4aC7 art/ Calk !)e7a7r0N, Dotteis Pt°& relarnr4/wteJ'TA,/o C4-7/b7rc fS7rc7i2,"/• Reproducible plans and speoifioations for thb project des ibed above and included in our Plan Review Transmittal dated =8 are approved by this offioe and were stamped on Nothing in our review shall be oonstrued as encompassing structural integrity. Approval of this plan does not authorize or approve any ommission or deviation from applioable regulations. Final approval 13 subject to field inspection. One set of approved plans shall be available on the projeot site at all times. A O. 64, . oo: Fire Department OSHPD Field X CAW- sPr, l faro& 70 cot/enr96 n/et) r/w/5,