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HomeMy WebLinkAboutHOAG_MITIGATION_MONITORINGII 1 II 1 II 1 1 II 1 *NEW FILE* 1 1 II 1 II Hoag_Mitigation_Monitoring 1 1 1 1 1 1 1 1• 1 1 1 1 1 _ ?JILL si 1 1• 1 LEIGHTON AND ASSOCIATES, INC. Geotedmkal and Environmental Engineering Consultants SUMMARY OF FAULT INVESTIGATION, LOWER CAMPUS, HOAG HOSPITAL gL ,niVki) DY PLANNING DEPARTMENT •,,Inf OF NEWPORT BEACH NOV 221996 7 1819110111111112131415i6 Project No. 1950076-01 October 21, 1996 Prepared For Hoag Memorial Hospital Presbyterian 301 Newport Boulevard Newport Beach, California 92658 (714) 250-1421 • (800) 253-4567 17781 COWAN, IRVINE, CA 92614 FAX (714) 250-I 114 LEIGHTON AND ASSOCIATES, INC. Geotedmical and Environmental Engineering Consultants October 21, 1996 Project No. 1950076-01 Hoag Memorial Hospital Presbyterian 301 Newport Boulevard Newport Beach, California 92658 Attention: Mr. Leif Thompson Subject: Summary of Fault Investigation, Lower Campus, Hoag Hospital Introduction At your request and authorization Leighton and Associates, Inc. (Leighton) is pleased to present the results of our fault investigation behind the proposed parking area at the Lower Campus at Hoag Hospital (Figure 1). The area of our investigation was limited to the portion of the lower campus below the terrace bluff and west of Hoag Drive. Purpose and Scope of Work The primary purpose of this study was to determine if a splay of the North Branch of the Newport - Inglewood Fault Zone is present on the property owned by Hoag behind the proposed parking lot. If a fault was encountered, we would assess, if possible, the recency of faulting to evaluate the potential for future surface fault rupture at the site. To conduct this study we performed the following tasks: • Reviewed readily available reports on the geology of the area as well as aerial photographs of the site; • Observation of a 1250 foot long cut slope excavated to expose the contact between the Monterey Formation and the overlying Quatemary Terrace; • Observation of bedrock exposed in the subdrain trench excavated at the toe of the cut slope; and • Preparation of this report which summarizes our findings, conclusions, and recommendations. '• 111 ' 17781 COWAN, IRVINE, CA 92614 (714) 250-1421 • (800) 253-4567 FAX (714) 250-1 I i4 1950076-01 �• 1 1 1 1 �• 1 1 1 1 1 ,• Site Description and Proposed Development At the present time, the site is a vacant undeveloped parcel of land, The site is a triangular shaped parcel bounded by Superior Avenue to the west, Pacific Coast Highway on the south, the existing slope on the north that separates the upper terrace and the lower terrace adjacent to Pacific Coast Highway; and Hoag Avenue on the east. A storm drain and utility lines for the gas flare are located on the flat portion of the parcel. The natural bluff forming the northern boundary of the study area has been modified on the eastern side of the study area during grading for the adjacent condominiums (located to the north). Grading resulted in addition of about 8 to 12 feet of fill over the natural slope. Minor amounts of fill were also placed at the toe of the bluff, adjacent to the Child Care Center. Grading is proposed for the site to develop a parking lot on the lower terrace, adjacent to Pacific Coast Highway. The flat terrace above the bluff will be dedicated to the City of Newport Beach for use as a linear park. Previous Fault Studies Mapping for the Versailles condominiums, adjacent to the study area on the upper terrace was performed by GeoSoils, Inc. in 1978. For their study GeoSoils mapped the bedrock/terrace contact from Superior Avenue, eastward across the study area. GeoSoils recognized two faults west of station 8+50 but, the faults did not offset Holocene age soils. Guptill and Heath (1981) mapping west of the property at Pacific Coast Highway and Superior Avenue, located the terrace deposits, offset against the Miocene Monterey Formation. Their mapping indicated approximately 3 feet of vertical offset of the bedrock/terrace contact and based on offsite exposure they postulated historic fault displacement. They referred to this fault as the North Branch Splay. During subsequent work, Guptill, Armstrong, and Egli (1989) excavated several trenches across these faults. The trenches and soil units were logged and the relative ages of the soils and geomorphic surfaces. This subsequent study by Guptill, et al (1989) found that although the Pleistocene age terrace deposits had been offset, the faults did not offset the upper part of the late Pleistocene soils. They concluded, based on their recent trenching with a better developed soil profile, that the North Branch Splay was not active. LeRoy Crandall mapped the slope in 1989 and 1991 as part of their work for the master planning development of the Lower Campus of the Hospital. In their reports they discuss mapping the bedrock/terrace contact along the slope. They found no offset on the site and concluded there was no active faulting in the study area. -2- LEICNTCNAND ASSOCIATES, INC. 1950076-01 1 1 1 1 ,• 1 1 1 1 1 1 1• Merrill Wright excavated three trenches on the Lower Campus in 1993. The location of these three trenches is shown on Plate 1 of this report. Wright's trenches exposed several faults and fractures in the Monterey Formation bedrock but the bedrock was overlain by fill and Wright was unable to trace the faults upward to determine if the bedrock/terrace contact was offset. Wright mapped the slopes adjacent to the exploratory trenches and did not find any offset beds in the terrace deposits along the projected trend of the faults or fractures found in the trenches. Wright concluded that the faults and fractures found in the trenches were confined to the Miocene age Monterey Formation. INVESTIGATION METHODS Aerial Photograph Analysis Black and white, vertical aerial photographs were reviewed to evaluate whether abrupt changes in elevation, contrasts in vegetation or soil, or other lineaments of possible fault origin could be discemed across or adjacent to the site. The stereo -paired photographs reviewed were taken between 1928 and 1952, and are listed in Appendix. Subsurface Exploration For the purposes of this study we examined a cut slope approximately 1250 feet long that began adjacent to Pacific Coast Highway. The slope was constructed as part of the proposed parking lot and subdrain system. It began at the western corner of the site, and extended in an easterly direction toward the Child Care Center. The slope was excavated across the regional trend of the NIFZ. The slope exposed bedrock of the Monterey Formation as well as the overlying Quaternary terrace deposits. Two different terraces appear to be present. For our fault investigation we examined the freshly cut slope behind the proposed parking lot adjacent to Pacific Coast Highway. We examined the slope from the centerline of the entry road (Hoag Drive) at the intersection with Pacific Coast Highway, westward until the slope curved southward to Pacific Coast Highway. Geologists from our firm cleaned the slope to remove the soil materials smeared by the excavation equipment, and mapped the geologic units exposed on the slope (Geology Map, Plate 1). For reference, stationing was assigned to the beginning at the western corner of the slope. Along the fresh slope the contact between the Monterey Formation and the overlying Quaternary Terrace Deposits was examined for offsets. The contact was sharp, clearly defined and easily traced across the site. Shears within the bedrock were traced upward to the terrace contact to verify continuity without offset. Fractures in the terrace deposits were traced downward to the contact to verify lateral continuity without offset of the contact. In areas where the terrace/bedrock contact -3- LEICNTCN ANC ASSCCMTESt" 1 1 1 1 1 1• 1 1 1 1 1 1 1950076-01 was covered with fill the bedrock was examined for shears. Where shears were found they were projected or traced upward into the terrace deposits. The terrace deposits were then examined and sand beds or other compositional layering was traced across the projected shear trace to demonstrate lateral continuity without offset. FINDINGS The project area lies along the Newport -Inglewood structural zone in southem California. This zone is a major tectonic boundary in the region and contains the Newport Inglewood fault. A splay of the North Branch of the Newport -Inglewood fault is located adjacent to the Lower Campus on Pacific Coast Highway. Along the freshly cut slope, the contact between the Miocene age Monterey Formation and the Quaternary age terrace deposits was examined for offsets. The contact was sharp, clearly defined and easily traced across the site to the region behind the existing gas flare. Shears within were easily observed and traced up to the terrace contact. The contact itself was readily identified. The contact is a nearly flat, slightly undulating erosional surface. The surface is marked by a one-half to one inch thick, nearly horizontal, light grey clay layer. The clay layer was not observed to be offset by any of the fractures or shears in the bedrock. In areas where this clay layer was indistinct or absent, thin sand beds or stringers parallel to bedding within the terrace deposits were traceable through the terrace. At approximately station 7+50 a sand filled fracture in the Quaternary terrace deposit was mapped. The fracture was approximately four to six inches thick and had apparent offset of beds within the terrace. The fracture was traced upward to where it died out below the soil horizon, consistent with the findings by GeoSoils (1978). The fracture could not be traced to the clay layer at the bedrock/terrace contact and the contact was not offset by the fracture. At station 9+75 the contact was obscured by fill placed during grading for the condominiums on the upper terrace. Vertical slots cut through the fill at 10 foot intervals for backdrain placement allowed intermittent observation of the contact through station 10+50. Visual alignment of the terrace/bedrock contact between these slots indicated no offset of the contact. A trench was excavated at the toe of the slope from station 9+50 to 12+50. This trench revealed bedrock overlain by fill. East of station 11+50 bedding exposed in the trench was not offset by faulting. West of this station numerous fractures and small faults were observed in the trench. These faults and fractures were projected visually to the excavated slope and the slope was checked to determine if the bedrock/terrace contact was offset. In addition, previous mapping by Law/Crandall and GeoSoils were reviewed for the area obscured by fill. In the area where fill presently covers the bedrock/terrace contact, both consultants had mapped the bedrock/terrace contact prior to placement of the fill and found the contact was laterally continuous without offset. Each concluded that there were no active faults on this portion of the site. -4- L LEIONWONANDASSOC/ATE5Jrtdc. I i I I I IS I 1 I 1 I I I• I I 1950076-01 CONCLUSIONS AND RECOMMENDATIONS Based on our field mapping, fractures and shears were observed in the Miocene age bedrock, as expected in this tectonic environment. Our mapping of the terrace bedrock contact, indicated no evidence for offset of the contact between stations 0+00 and 9+75. Intermittent observation of the bedrock/terrace contact between stations 9+75 to 10+50 indicated no offset of the contact. Previous mapping by GeoSoils, Inc. in 1978 and by Law/Crandall found no evidence of Holocene faulting between stations 10+50 and 12+50. Based on our observations of the recently cut slope and review of prior mapping along the before fill was placed along the east side of our study area, it is our opinion that although faults are present in the Miocene age bedrock, they do not offset earth materials younger than 11,000 years old. Therefore, the faults are not considered active under the Sate of California Alquist-Priolo act. If you should have any questions regarding this report, please contact us. We appreciate this opportunity to be of service. Respectfully submitted, EAS/kjb Attachments: Figure 1 - Site Location Map Appendix - Reference Plate 1 - Geologic Map Distribution: (2) Addressee (2) City of Newport Beach Attention: Mr. Faysal Jurdi (1) Taylor and Associates Attention: Mr. Mike McLane (1) Law/Crandall Attention: Mr. Paul Schade -5- LEIGHTON AND ASSOCIATES, INC. Edward A. Steiner, CEG 1408 Associate Geologist L EION MON ANO ASSOCLAT ES, JPO. 16 0 SITE 2000 42 1r , L Stier..r. r:, Park l' I:— ' r1•11— �i�r•^^ •IIfIJ •,ow6 ■ L•• i, �E9 106 \, —1 Trader ,- `� _' Park icnoco \ .\ `'\rkI\g Ar POliT BflCH zr,sp-•• 4000 SCALE FEET to N @Wport L. ?Par IA SITE LOCATION MAP BASE MAP: U.S,G.S.7.5 MINUTE NEWPORT BEACH 1965 (PHOTO REVISED, 1972), CAUFORNIA QUADRANGLES HOAG HOSPITAL NEWPORT BEACH, CALIFORNIA Project No 1950076-01 Date 10/21/96 Figure No.1 1 1950076-01 APPENDIX References GeoSoils, Inc., 1978, Preliminary Soils and Geologic Investigation, Tentative Tract 8336 and Adjacent Park Site, City of Newport Beach, California: Work Order 513-OC, dated Apri125, 1978. Guptill, P., Armstrong, C., and Egli, M., 1989, Structural Features of West Newport Mesa: in Engineering Geology Along Coastal Orange County, Association of Engineering Geologists, Southern California Section, Field Trip Guidebook, pp. 31-44. Guptill, P., and Heath, E.G., 1981, Surface Faulting Along the Newport Inglewood Zone of Deformation: California Geology, pp. 142-148. LeRoy Crandall and Associates, 1989, Geologic Seismic Evaluation, Existing Hoag Campus, Hoag Memorial Hospital Presbyertian, dated May 25, 1989. 1991, Report of Preliminary Geotechnical Evaluation for Preparation of Master Plan and Environmental Impact Report, Hoag Memorial Hospital Presybertian Campus, dated May 20, 1991. M.E. Wright, 1993, Fault Investigation, Mitigation 67, Hoag Memorial Hospital Presbyertian, Lower Campus Project, Newport Beach, California; Job No. 1132, dated December 17, 1993. Aerial Photographs Date Flown Flight Number Frame Number Agency 1927 C-135 A22 to 25;B24 to 27 Fairchild 1928 C-278B B8 to 11;C9 to 12 Fairchild 1939 C-5925 101 to 103 Fairchild 1945 C-9819 29 to 33; 41 to 46 Fairchild 1949 C-13990 1 to 3; 62 to 65 Fairchild 1952 C-17243 12 to 13 Fairchild 1 LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC. November 15, 1996 Mr. LeifN. Thompson, AIA Hoag Memorial Hospital Presbyterian Facilities Design and Construction 301 Newport Boulevard, Box 6100 Newport Beach, California 92658-6100 Subject: Review of Fault Information Lower Campus - Hoag Memorial Hospital Presbyterian Law/Crandall Project 70131-5-0689.0001 Dear Mr. Thompson: As requested, this letter presents a summary of the fault information available on the lower campus of Hoag Memorial Hospital Presbyterian and our conclusions regarding the potential for active faulting at the site. -We have submitted the following reports on projects located on the lower campus: • Geotechnical Investigation, Hoag Cancer Center, dated May 26, 1987 (AE-87147) • Consultation Regarding Foundation Design, Employee Child Care Center, dated October 17, 1989 (089083.AO) • Geotechnical Investigation, Employee Child Care Center, dated April 20, 1990 (089083.AEB) • Geotechnical Inspection and Geologic Services, Hoag Hospital Child Care Center, dated December 17, 1990 (090038.BO) • Preliminary Geotechnical Evaluation for Preparation of the Master Plan and Environmental Impact Report, Hoag Memorial Hospital Presbyterian Campus, dated May 20, 1991 (089034.AEO) • Geotechnical Investigation, Outpatient Services Building, dated March 9, 1994 (2661.30916.0001) • Geotechnical Investigation, Parking Lot and Future Building Development, dated January 23, 1996 (70131-5-0689-0001) • Geotechnical Investigation, Support Services Development, dated June 5, 1996 (70131-6-0172-0001) In addition to the studies listed above, we have been provided with the following reports by others: • Summary of Fault Investigation, Lower Campus, Hoag Hospital, by Leighton and Associates, dated October 21, 1996 (1950076-01) • Fault Investigation, Lower Campus Project, by M.E. Wright, dated December 17, 1993 (1132) 200 CITADEL DRIVE • LOS ANGELES, CA 90040-1554 (213) 889.5300 • FAX (213) 721-6700 Hoag Memorial Hospital Presbyterian November 15, 1996 Page 2 The locations of the exploration borings on the lower campus by Law/Crandall are shown on the attached plan. Also shown are the areas explored by Law/Crandall and Leighton and Associates for faulting along the lower campus from the Hoag Cancer Center to the western property line. Based on our geotechnical and geologic studies performed to date and on our review of the fault investigation report by Leighton and Associates, we found no evidence of active faulting within the limits of the lower campus extending from the eastern side of the Hoag Cancer Center to the western property limit. Although faults have been encountered within the Miocene age bedrock, these faults have not been found to offset the terrace deposits younger than 11,000 years old and are therefore not considered active under the State of California Alquist-Priolo act. Please call if you have any questions or require additional information. Respectfully submitted, LAW/CRANDALL, INC. Paul R. Schade Senior Engineer 95-proj/0689IL05.doc/PS/bef (2 copies submitted) cc: (1) Taylor and Associates Attn: Mr. Mike McLane (1) Peri Muretta (1) Leighton and Associates Attn: Mr. Edward Steiner (3) City of Newport Beach Attn: Mr. Faisal Jurdi Paul Elliott Principal Engineering Geologist 70131-5-1068070001 DATE m O KEY; B 11* 2 100 4 r 3 O CURRENT INVESTIGATION 1995 (70131 5.0689.00C1( PREVIOUS INVESTIGATION 1993 ?2561.30916.0001) PREV'OUS INVESTIGATION 1969 (069063.AEBI PREVIOUS INVESTIGATION 1989 (089034.AEOy PREVIOUS INVESTIGATION 1988 (A•88260•A & B) PREVIOUS INVESTIGATION 1987 (AE.871471 9 o PREVIOUS :NVESTIGATION 1971 (A-71235) I- BORING LOCATION ANC NUMBER 1\\ \ FAULT TRENCHING BY LAWCRANDALI. FAULT TRENCHING BY LEIGHTON CONSTRUCTION EXCAVATION MAPPING BY LAW/CRANDALL CONSTRUCTION EXCAVATION MAPPING BY LEIGHTON GEOLOGIC MAPPING BY LAW,CRANDALL REFERENCE: SITE PLAN (DATED 1121/95i BY DAVID A. BOYLE ENGINEERING. / ARE i y\ EN k HiGH(WA Y HOAG MEMORIAL HOSP. PRESBYTERIAN LOWER CAMPUS MAY 24, 1994 HI7-I00-00 GEOLOGIC MAPPING AND TRENCHING NOT TO SCALE LAW / CRANDALL % 0DAGHoag Memorial Hospital Presbyterian HOSPITAL 301 Newport Boulevard, P.O. Box 6ioo Newport Beach, California 92658-6100 Phone 714/645-8600 December 5, 1996 Mr. Faysal Jurdi Chief Plan Check Engineer City of Newport Beach 3300 Newport Boulevard Box 1768 Newport Beach, CA 92658-8915 Re: Lower Campus Master Plan, Hoag Project #1250.16 Subject: Mitigation Measure 3 Dear Mr. Jurdi: On November 18, 1996 our consultants Mike McLane, Peri Muretta, Steve McArdle (Law/Crandall), and Ed Steiner (Leighton & Associates) met with you, Genia Garcia, and Rick Higley regarding the fault studies that had been prepared for the Lower Campus. It is our understanding that you have approved the report entitled "Summary of Fault Investigation, Lower Campus, Hoag Hospital," prepared by Leighton & Associates (dated October 21, 1996). That report "cleared" that portion of the Lower Campus with respect to fault study requirements. At that meeting you requested that Law/Crandall provide you with information related to their fault study analyses for the remainder of the Lower Campus. Enclosed is a letter from Law/Crandall dated December 2, 1996 with accompanying text and graphics. This letter will provide the City with required information to `blear" the entire Lower Campus from the need to conduct future fault studies. These studies complete the requirements of Mitigation Measure 3 of the Final EIR of the Hoag Master Plan. Thank you for your help with resolution of this item. Sincerely, Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc Enclosure c: Genie Garcia Rick Higley Mike McLane Peri Muretta Pile: 1250.16-36.31-M MO3 A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS •VHA Weals IRS. IMMO.San S LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC. December 2, 1996 Mr. Leif Thompson, AIA Hoag Memorial Hospital Presbyterian One Hoag Drive Box 6100 Huntington Drive, California 92652-6100 Subject: Review of Geologic Mapping Information Lower Campus —Hoag Memorial Hospital Presbyterian Law/Crandall Project 70131-5-0689.0001 Dear Mr. Thompson: As requested by Ms. Peri Muretta, we have reviewed previous reports and project files for our prior work on the lower campus of Hoag Memorial Hospital Presbyterian. The purpose of this review was to evaluate the specific areal extent of geologic studies by Law/Crandall during the previous construction projects. Based on this review, we have extended the area where geological mapping of construction cuts for the Cancer Center was performed. This area was not previously included in the plan attached to our letter dated November 15, 1996; the attached plan shows the correct limits of the previous and current studies. The professional opinions presented in this letter have been developed 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 advise included in this letter. Reports that have been submitted showing geologic mapping in the lower campus of Hoag Memorial Hospital Presbyterian are the following: • Final Report, Geotechnical Inspection and Geologic Services, Hoag Cancer Center, Increment 1 Development, dated November 13, 1989 (LCA B- 88064). • Final Report, Geotechnical Inspection and Geologic Services, Hoag Cancer Center, Increment 2 Development, dated October 5, 1990 (LCA B-88064-B). • Geotechnical Inspection and Geologic Services, Hoag Hospital Child Care Center, dated December 17, 1990 (LCA O90038.B). We have attached relevant pages of each report. s 200 CITADEL DRIVE • LOS ANGELES, CA 90040•1554 (213) 889.5300 • FAX (213) 721 6700 1 9 Hoag Memorial Hospital Presbyterian —Review of Geologic Mapping Information December 2, 1996 Law/Crandall Protect 70131-5-0689.0001 Please call if you have any questions or require additional information. Sincerely, LAW/CRANDALL cr * Stephen M. McArdle Project Geologist PQD GE STEPHEN MICHAEL McARDLE NO. 6319 Op enggeo\95-proj\06891 L06. DOC/SMC:bef (1 copy submitted) Attachments cc: (7) Ms. Peri Muretta Paul Elliott Principal Engineering Geologist PAUL ELLIOTT N1435 CERTIFIED ENGINEERING GEOLOGIST F CA1 �F 2 • FINAL REPORT GEOTECHNICAL INSPECTION AND GEOLOGIC SERVICES HOAG HOSPITAL CHILD CARE CENTER 4050 WEST PACIFIC COAST HIGHWAY NEWPORT BEACH, CALIFORNIA FOR HOAG MEMORIAL HOSPITAL PRESBYTERIAN (LCA O90038.B) • 4 LCA O90038.B Page 7 OBSERVATION AND TESTING OF ASPHALTIC PAVING As requested, our field technician observed and tested the asphaltic paving placed in the new parking lot and drive areas, and in the temporary parking lot placed on the retarding basin area. ASTM Designation D2922-81 nuclear gauge in -place density tests (equivalent to UBC-70-5) were performed to establish the degree of compaction achieved. The asphaltic paving was to be compacted to at least 95% of the maximum density. The data derived from the performance of the nuclear in -place density tests are included in the Table of Test Results; the approximate locations of the tests are shown on the Geologic Map and Plot Plan. The paving section for the Child Care Center parking lot and drives consisted of a 3-inch-thick section of 1/2-inch aggregate asphalt using AR4000 asphalt cement over a 4-inch-thick section of base. A 31h-inch-thick section of 1/-inch aggregate asphalt using AR4000 asphalt cement over an 81/-inch-thick section of base was placed in the temporary parking lot over the previous retarding basin area. Fristing asphalt and concrete surfaces were cleaned and tack -coated prior to the placement of the asphalt sections. At the time of delivery, the temperature of the asphalt ranged from 275° to 310° Fahrenheit. A value of 143 pounds per cubic foot was utilized for the maximum density of the 1/2-inch aggregate asphalt. The asphalt was compacted by 5- to 8-ton, 8- to 10-ton, and 10- to 12-ton dual steel drum rollers. GEOLOGIC CONDITIONS Geologic mapping was performed intermittently during the grading of Increments 1 and 2 ^of the Cancer Center site. The geologic conditions exposed as a result of the grading were essentially as anticipated in our geotechnical report dated September 15, 1987 (LCA AE- 87147). The site is underlain by marine terrace materials composed of interbedded clay, silt, and sand. These materials are typical of the poorly indurated materials that blanket the mesas of the Orange County Coastal Plain. At the western end of the excavation, this deposit was found to be about 19 feet thick. The terrace was horizontally stratified and LCA O90038.B Page 8 increased in thickness to 23 feet near the eastern 1/4 of the building. At this location, the contact with the underlying siltstone dipped off to thicken to greater than 40 feet. This thickening was likewise observed in Trench 3 in the previous investigation. Based upon the exposures in the excavation and the backhoe trench, we believe this to be an unconformable contact with terrace strata lapping onto the older siltstone bedrock. This contact is irregular but continuous across the site and has no clay gouge associated with it. The terrace deposits are underlain by claystone and siltstone of the Miocene age Monterey Formation. These rocks are exposed in the bluffs at the south and west edges of Newport Mesa. The Monterey Formation located adjacent to the site generally strikes N60W to N80E and dips between 20 to 50 degrees to the northeast. Within this excavation, the claystone and siltstone exhibited tight undulatory folding and local shearing. None of these folds or shears deflected the overlying terrace contact. Therefore, these shears and folds are believed to predate the Quaternary terrace deposits. The existing cut slope located to the north of the Child Care Center site ascends at an overall inclination of about 21 :1 (horizontal to vertical). The height of the slope in the area of this proposed construction is on the order of 40 feet. The majority of the existing slope was cut in the mid 1960s, when the site was used as a borrow area for other off -site grading and construction. During recent grading operations for the Child Care Center, about the lower 15 feet of the slope was graded to a 2:1 slope ratio. Based on our observations, the lower 6 to 8 feet of the cut slope exposes the Monterey Formation claystone and siltstone. The Monterey Formation units exposed north of the Child Care Center have been folded into a southeasterly plunging syncline. Beds east of the synclinal axis strike northwest -southeast and dip 16 to 25 degrees southwesterly towards the fold axis. West of the fold axis, the beds strike northwest to west-northwest and dip 2 to 26 degrees towards the north and northeast. LCA O90038.B Page 9 4 Based upon the continuity of the terrace/siltstone contact, we found no evidence for faulting within the limits of grading for the subject Hoag Child Care Center project. All final slope surface configurations within the limits of grading were graded to a 2:1 slope ratio in conformance with the grading plans. When planted and maintained, these slopes are expected to be grossly and surficially stable. CONCLUSIONS This final report is limited to the earthwork performed through December 14, 1990, the date of our last observation and/or testing of the soil -related work for the project. Grading for the Hoag Child Care Center development is in conformance with our geologic recommendations presented in our geotechnical investigation report dated April 20, 1990 (LCA O89083.AEB) and is suitable from a geologic standpoint. The grading for the Child Care Center development will not adversely affect the geologic stability of the off -site properties. We find the graded site to be safe from the hazards of landsliding, settlement, and slippage. Based on our observations, we are satisfied that the foundation excavations and subgrades for concrete slabs and walks and for asphaltic paving were prepared in accordance with the project plans and specifications. The fill, backfill, base course and asphaltic paving, at the locations and elevations tested by us, were compacted to at least the specified degree of compaction. The asphaltic paving, where tested, also met the specification requirements. Also, the foundation excavations extended into satisfactory compacted fill or undisturbed natural soils. In our opinion, the geotechnical related work was performed in general compliance with the project plans, specifications, and the City of Newport Beach Municipal Code, and is considered suitable for the intended use. FINAL REPORT GEOTECHNICAL INSPECTION AND GEOLOGIC SERVICES HOAG CANCER CENTER INCREMENT 1 DEVELOPMENT 4000 WEST PACIFIC COAST HIGHWAY NEWPORT BEACH, CALIFORNIA FOR HOAG MEMORIAL HOSPITAL PRESBYTERIAN (LCA B-88064) B-88064 Page 9 of delivery, the temperature of the asphalt ranged from 300° to 310° Fahrenheit. A value of 143 pounds per cubic foot was utilized for the maximum density. GEOLOGIC CONDITIONS Periodic geologic mapping was performed at various phases of the Increment 1 grading. This' mapping found the conditions to be essen- tially as anticipated. The site is underlain by marine terrace materials composed of interbedded clay, silt, and sand. These materials are typical of the poorly indurated materials that blanket the mesas of the Orange County Coastal Plain. At the western end of the excavation, this deposit was found to be about 19 feet thick. The terrace was horizontally strati- fied and increased in thickness to 23 feet near the eastern 1/4 of the building. At this location, the contact with the underlying siltstone dipped off to thicken to greater than 40 feet. This thickening was likewise observed in trench 3 in the previous investigation. Based upon the exposures in the excavation and the backhoe trench, we believe this to be an unconformable contact with terrace strata lapping onto the older siltstone bedrock. This contact is irregular but continuous across the site and has no clay gouge associated with it. The terrace deposits are underlain by claystone and siltstone of the Miocene age Monterey Formation. These rocks are exposed in the bluffs at the south and west edges of Newport Mesa. The Monterey Formation located adjacent to the site is generally striking N6OW to B-88064 Page 10 NSOE and dipping between 20 to 50° to the northeast. Within this excavation, the claystone and siltstone exhibited rapid undulatory folding and local shearing. None of these folds or shears deflected the overlying terrace contact. Therefore, these shears and folds are believed to predate this Quaternary terrace deposit. Based upon the continuity of the terrace/siltstone contact, we found no evidence for active faulting within the limits of grading. CONCLUSIONS This report is limited to the earthwork performed through January 25, 1989, the date of our last observation and/or testing of the soils related work for Increment 1 of the project development. At the locations and elevations tested by us, the fill, back - fill, base course and asphaltic paving were compacted to at least the specified degree of compaction, and are suitable for the intended use. Also, the shoring as installed should serve as required. In addition, the geological observations revealed no conditions which varied from those anticipated. In providing professional geotechnical observations and testing services associated with the development of the project, we have employed accepted engineering and testing procedures and have made every reasonable effort to ascertain that the soil related work was carried out in general compliance with the project plans and speci- fications, and the City of Newport Beach Municipal Code. Although our observation did not reveal obvious deficiencies, we do not guarantee the contractor's work, nor do the services performed by our firm relieve the FINAL REPORT GEOTECHNICAL INSPECTION AND GEOLOGIC SERVICES HOAG CANCER CENTER INCREMENT 2 DEVELOPMENT 4000 WEST PACIFIC COAST HIGHWAY NEWPORT BEACH, CALIFORNIA FOR HOAG MEMORIAL HOSPITAL PRESBYTERIAN (LCA B-88064-B) LCA B-88064-B Page 8 1 aggregate asphalt, both using AR4000 asphalt cement. A 3-inch-thick section of asphaltic concrete was placed in the parking areas and a 4-inch-thick section of asphaltic concrete was placed in the roadway and drive areas. Existing asphalt and concrete surfaces were cleaned and tack -coated prior to the placement of the asphalt sections. At the time of delivery, the temperature of the asphalt ranged from 275 to 310' Fahrenheit. Values of 146 and 147 pounds per cubic foot were utilized for the maximum densities of the 3/4-inch aggregate asphalt, and values of 143 and 145 pounds per cubic foot were utilized for the maximum densities of the 1/2-inch aggregate asphalt. The asphalt was compacted by 5- to 8-ton, 8- to 10-ton, and 10- to 12-ton dual steel drum rollers. GEOLOGIC CONDITIONS Geologic mapping was performed intermittently during the grading of Increments 1 and 2. The geologic conditions exposed as a result of the grading were essentially as anticipated in our geotechnical report dated September 15, 1987 (LCA AE-87147). The site is underlain by marine terrace deposits composed of interbedded clay, silt, and sand. These materials are typical of the poorly indurated materials that blanket the mesas of the Orange County Coastal Plain. The terrace deposits vary in thickness between 19 and 40 feet, a condition likewise observed in trench 3 in the previous investigation. Based upon the exposures in the excavation and the backhoe trench, we believe this to be an unconformable contact with terrace strata lapping onto the older siltstone bedrock. This contact is irregular but continuous across the site and has no clay gouge associated with it. The terrace deposits are underlain by claystone and siltstone of the Miocene age Monterey Formation. These rocks are exposed in the bluffs at the south and west edges of Newport Mesa. The Monterey Formation located adjacent to the site generally strikes N60W to N80E and dips between 20 degrees to 50 degrees to the northeast. Within this excavation, the claystone and siltstone exhibited tight undulatory folding and local shearing. None of these folds or shears deformed the overlying terrace contact. Therefore, these shears and folds are believed to predate the Quaternary terrace deposit. LCA B-88064-B Page 9 The existing cut slope located to the north of the proposed Hoag Child Care Center ascends at an overall inclination of about 21/2:1 (horizontal to vertical). The height of the slope in the area of this proposed construction is on the order of 40 feet. The majority of the existing slope was cut in the mid 1960s, when the site was used as a borrow area for other off -site grading and construction. During recent grading operations for the proposed Hoag Child Care Center, about the lower 10 feet of the slope was graded to a 2:1 slope ratio. Based on our observations, the lower 6 to 8 feet of the cut slope exposes the Monterey Formation claystone and siltstone. The Monterey Formation units exposed north of the proposed Child Care Center have been folded into a southeasterly plunging syncline. Beds east of synclinal axis strike northwest - southeast and dip 16 to 25 degrees southwesterly towards the fold axis. West of the fold axis, the beds strike northwest to west-northwest and dip 2 to 26 degrees towards the north and northeast. Based upon the continuity of the terrace/siltstone contact, we found no evidence for faulting within the limits of grading for the subject Hoag Cancer Center project. All final slope surface configurations within the limits of grading were graded to a 2:1 slope ratio in conformance with the grading plans. When planted and maintained, these slopes are expected to be grossly and surficially stable. CONCLUSIONS This final report is limited to the earthwork performed through October 4, 1990, the date of our last observation and/or testing of the soil -related work for the project. Grading for the Hoag Cancer Center Increment 2 Development is in conformance with our geologic recommendations presented in our geotechnical investigation report dated May 26, 1987 (LCA AE-87147) and is suitable from a geologic standpoint. The grading for the Increment 2 Development will not adversely affect the geologic stability of the off -site 0 2 0 a 0 KEY: 8 • 11. 2 In 10 0 4 r 3 O 9 0 BORING LOCATION AND NUMBER CURRENT INVESTIGATION 1995 (70t31.5.0689.0001) PREVIOUS INVESTIGATION 1993 (2661.30916.0001) PREVIOUS INVESTIGATION 1989 (089083.AEB) PREVIOUS INVESTIGATION 1989 (089034.AEO) PREVIOUS INVESTIGATION 1988 (A-88260-A & B) PREVIOUS INVESTIGATION 1987 (AE-87147) PREVIOUS INVESTIGATION 1971 (A-71235) FAULT TRENCHING BY LAW/CRANDALL FAULT TRENCHING BY LEIGHTON XXX , ! CY CONSS w �TTI D L` EXCAVATION MAPPING LA XXX 3 X CONSTRUCTION EXCAVATION MAPPING BY LEIGHTON ' GEOLOGIC MAPPING BY LAW/CRANDALL / REFERENCE: SITE PLAN (DATED 4/21/95) BY DAVID A, BOYLE ENGINEERING. PROJECT NO. B-88064-B HOAG MEMORIAL HOSP. PRESBYTERIAN LOWER CAMPUS MAY 24, 1994 HI7-100-00 GEOLOGIC MAPPING AND TRENCHING NOT TO SCALE LAW/CRANDALL GEOLOGIC MAP HOAG HOSPITAL PARKING LOT LOWER CAMPUS 1 7 • • • • I 'j. < / fo'J L143E V SECTION C-C C PLAN CURT; a GUTTER OPENING CLAF- :0 GtJTT eliC (T-+r tC ) DETAI N .T. S. %r ea:, v-t7rtt$ sacE t TAAL- HAUL ROAD SECTION D-D N .T. S. cote• ca► e& 0-/ra•.t4) i 1.004 GZR215 TYKE "A 40 30 1•cb t.DEI SECTION A- E N T`. S: cid 20 6 10 CQj a,&c-•p--� a1( it � F -7 S.o MIN. I2 0. oc FsAKKR•1G, P1Zo, ao F1HI 44 L7 EXIST. G.7me-H-11:2 b.96 INV • E> t6 1 V 12i.50L.1 15'qf) PV: c y tct-td'4to • 6:1 e47.4,'w conk. CUR t 4 cILIT flr. 0 2: , , I / I 1'"/• co; 5' • PROFILE "A" 81 • SEC ! ' A- A SCALE: In = 40' HORIZ., 1" is 10' VERT. DATE OF TOPOGRAPHIC SURVEY : JANUARY 1993 • PROPEICT-J LtNTc.. F1`tol"oee c, 20' \Nips ViZwPATLK' TO 'et. Pevicik-rEr> GSDI OF NEANrt,jc bf-AG P1C-OP sEC7 FWIeHED +1061 2+00 PROFILE ° C° SCALE: I,"= 40' HORIZ M 1 - Id VERT. 1?1`�Elt SEE c'ETA t._ 0 EXIST. r;IeCU112 50 60 40 GNCADE. --- tnca714r..+E > gibL.00E. Ex%er 5LCNwErt 50 2 b111J. c.OLlsK '9.. 30 40 20 • CS1oLI ,eirk ) WALL. 1 b!`S GE-TA1 SE-E- L7ETAIL Bre-L-OW 144L.F. test) PV.C. - 9GH17•dco cobtrr_. 1st. is,, licuo-ntzet.4 ENCi oK P. tn•sore Akio. 7 PROFILE.. "B11 & SECTION B-B SCALE: I" = 40' HORIZ., 1" = 10' VERT. cid 2.bd TT=1tKAGC CL tCTA IL N.T.S. WIPE, -ro E.t7lc A.-CE D -co 60 1-cy of I�1e C �?.cb' r 40 4) ►0.1 . c'. (WAG! are) 221/2 1?V c I?7r4-M7 •7T •l VAY NOTE: FOR HORIZONTAL CONTROL PLAN SEE SHEET NO. 3. A- • _ ..47. SCALE: x 100 ? MH 4 C. ware 31-4 '.546' b3, G2' • < • 6 C" x1005 r . • I . CONSTRUCTION NOTES: i". 165. 4 • CONSTRUCT 24" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L. CONSTRUCT 15" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L. CONSTRUCT 15" .Y.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT 12" V.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT 8" P.Y.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT 6" P.Y.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. CONSTRUCT CURB INLET TYPE OL-A PER CITY STD-305-L (LENGTH (L) AND DEPTH (H) PER PLAN. CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L. CONSTRUCT 30" C.S.P. (14 GOAGE) DESILTING RISER WITH GRATE PER DETAIL 6, SHT.4. ..-f CONSTRUCT 12" X 12" AREA DRAIN PER DETAIL 7, SAT. 4. CONSTRUCT INLET STRUCTURE AND MANHOLE PER DETAIL 5, SOT. 4. CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL 9, BHT. 4. CONSTRUCT'CONCRETE DOWNDRAIN PER DETAIL 1, SHT. 4. CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 2, BHT. 4. CONSTRUCT CONCRETE V-DITCH (3'-0" WIDE) PER DETAIL 4, SET. 4. REMOVE EXISTING CONCRETE V-DITCH. CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER DETAIL 10, SET. 4. REMOVE EXISTING 24 t,c,S.P. INLET RISER AND OUTLET PIPS. CONNECT 24" R.C.P. STORM DRAIN TO EXISTING 30" R.C.P. WITH CONCRETE COLLAR PER CITY STD-313-L. CONNECT DRAIN PIPE TO EXISTING CATCH BASIN BY CORE DRILL. GROUT AND. EPDXY SEAL IN PLACE. PLACE SINGLE ROW OF SANDBAGS TWO (25 BAGS HIGH AT TOE OF ELOPE. RAISE EXISTING SEWER MANHOLE TO GRADE. RAISE EXISTING GAS WELLHEAD (WELL NO. 7-A) TO GRADE. CONTRACTOR TO COORDINATE WITH CITY UTILITIES DEPT. AND HOAG ENGINEERING PERSONNEL ON SHUTDOWN SCHEDULE. REMOVE. EXISTING RETAINING WALL AND CONCRETE V-DITCH. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" CURB FACED -PER CITY STD- 182-L. CONSTRUCT TYPE "B" P.C.C. CURB, 6" CURB FACE, PER CITY STD-182-L. CONSTRUCT TYPE "E" A.C. CURB, PER CITY STD-182-L. CONSTRUCT ASPHALTIC CONCRETE OVER 1 BASE MATERIAL. (STRUCTURAL SECTION TO BE DETERMINED BY SOILS ENGINEER AND APPROVED BY CITY PRIOR TO PLACEMENT OF PAVEMENT). CONSTRUCT 4" P.C.C. SIDEWALK (WIDTH 4'-0", UNLESS OTHERWISE NOTED ON PLANS) CONSTRUCT CURB ACCESS RAMP, CASE "C", PER CITY STD-181-L-A i B. REMOVE. EXISTING CURB AND GUTTER SIDEWALK AND A.C. PAVEMENT PER PLAN. REMOVE EXISTING STREET LIGHTS, HOSPITAL SIGNAGE AND TRAFFIC SIGNAL SIGN. REMOVE EXISTING CHAIN LINK FENCE. EXISTING DRAIN LINES TO BE PROTECTED IN PLACE, OR RE -LOCATED AS NECESSARY. CONTRACTOR TO POTHOLE TO LOCATE EXISTING GAS AND ELECTRICAL LINES PRIOR TO START OF WORK.' e-- CONSTRUCT SPLASH WALL PER DETAIL 9, BHT. 4. CONSTRUCT BASE MATERIAL OVER HAUL ROAD (SECTION TO BE DETERMINED BY SOILS ENGINEER). - . 0 .• 1 s `r` ✓ yhC et . c t" l a ram.'. =`-'-' APP' DATE BY DESaPTION APP'D • NOTICE TO .CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT N ACCORDANCE WITH GENERALLY ACCEPTE( CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL SE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOS SITE CONDITION ammo THE COURSE OF CONSTRUCTION OF INC PROJECT, INCLUDING SAFETY of ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL SE MADE TO APPLY CONTEAIOUSLY AND NOT. SE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRAcro* FURTHER AGREES TO DEFEIC, INDEMNIFY, AND HOLD DEMON PROFESSIONAL HARMLESS FROM ANY AND ALL UASILITY, REAL OR ALLEGED, M CONNECTION WITH THE PERFORMANCE Of WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- SIONAL. l 1 UNDERGROUND STRUCTURES ALL WCCN RODIO owns M S7fuctOR[s REPORTED SY THE OWNER OR OTHERS ANO THOSE SHOWN 040 THE RECORDS EXANIN D ANC PO GATED WITH THEO AMRON- WATE LOCATION Ate EXTENT. THE OWNER OY ACCEPTOIO THESE PLANS OR PRO- CEEM • MTN OeROV[Y[NTS PURSUANT THERETO UMW TO ASSUME LIABILITY Me TO "06D MIOERSINRD ~ours: FM ANY Wald RESULTING FROM 7N[ MST- Da OF IINOflMOUHO UTLITES OR STRUCTURES N07 RPORT= TO 7K UNGER- 1* 10, NOT SATED ON THE PYOLIC RECORDS EXAAM EIN LOCATED AT VARIANCE RAN TNAT RPORIED OR SOWN ON RECORDS EXAMINED. M CONTRACTOR IS REOUREO TO TAME DUE PRECAUTIONARY MEASURES TO PROTECT THE UTLRES M STRUCTURES SHOWN ANO ANY •TIER UTLRwwS M STRUCTURES FOUH10 AT THE en A SHALL OE ME COMIPACTOO S RES•ONSINLT' TO NOTIFY INC OMRRS Or THE UTILITIES OR STRUCTURES CONCERNED OE*ME STARTING WON. - • Ilinverest by s t GMIN W llin ea MIS MRS A TM--SEP-11114 "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER .MY SUPERVISION" JOSEPH . 801(LE UC. EXP. 3-31-98 HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I -GRADING AND PARKING LOT PLAN LOWER CAMPUS i SHEET OF 4 SHEETS A INt L Prol.: 1950076-01 ISGaie• 1" = 40' Date:10/21/96 Engineer/Geologist: DJC / EAS l Drafting By: LAF / KP LEIGHTON AND ASSOCIATES, INC. LEGEND Af Qtms Qtm sit Tm ARTIFICIAL FILL, QUATERNARY AGE TERRACE DEPOSITS, MOSTLY SANDY, CIRCLED WHERE BURIED QUATERNARY AGE TERRACE DEPOSITS, MOSTLY SILTY, CIRCLED WHERE BURIED TERTIARY AGE, MONTEREY FORMATION • • • APPROXIMATE LOCATION OF GEOLOGIC CONTACT, DOTTED WHERE BURIED ss, • a Mal 10.50 STRIKE AND DIP OF BEDDING STRIKE AND DIP OF JOINT ATTITUDE APPROXIMATE LOCATION OF FAULT TRENCH THIS INVESTIGATION A. APPROXIMATE LOCATION OF FAULT TRENCH, WRIGHT, 1993 REFERENCE STATION FOR THIS STUDY L PLATE 1 vet .,"y `�•'•i'�t• .y�D L M R.OiNiSSi s!.,aMM-4- • •"': - �ia.iWrf.SY6_•' wt'JOi�ai_��•(�! , _ ^...�p".=L.'•., _ . V`o _'..4�i. ..:: - 1 12 HOAGHoag Memorial Hospital Presbyterian HOSPITAL 301 Newport Boulevard, P.O. Box 6100_ ^ Newport Beach, California 92658-6100 Phone 714/645-8600 September 5, 1996 Mr. Gerard J. Thibeault Executive Officer California Regional Water Quality Control Board Santa Ana Region 3737 Main Street, Suite 500 Riverside, CA 92501-3339 Re: Hoag Project #1252.78 Lower Campus West Parking Lot Dear Mr. Thibeault: On May 3, 1996, Hoag Hospital was authorized to discharge groundwater resulting from its Lower Campus parking lot construction project (NPDES No. CAG.998001, enclosed). That project is currently underway and is being monitored in accordance with the requirements of Monitoring and Reporting Program No. 93-49-035. The Master Plan for development at Hoag Hospital was approved by the City of Newport Beach in August of 1992. A final environmental impact report for the Master Plan project was also certified at that time. Mitigation Measure #12 requires the following: Upon completion of final building construction plans, and prior to the issuance of a grading permit for each phase of development, the Project Sponsor shall ensure that site hydrological analyses are conducted to verify that existing drainage facilities are adequate. The applicant shall submit a report to the City of Newport Beach Building Department for approval, verifying the adequacy of the proposed facilities and documenting measures for the control of siltation and of erosive runoff velocities. A copy of this report shall be forwarded to the California Regional Water Quality Control Board, Santa Ana Region. In accordance with Mitigation Measure #12, enclosed, for your information, is a report entitled "Hydrology and Erosion Control Report for Lower Campus Phase I Grading and Parking Lot Plan," prepared by David A. Boyle Engineering and dated February 1996. Sincerely, Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc c: Genia Garcia File: 1252.7832.15-TH I B EAU LT. LTR A NON-PROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS VHA notkilissi 1 > STATE OF CALIFORNIA--CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY File 125 _ • - - -- WILSON, Governor REGIONAL WATER QUALITY CONTROL BOARD CALIFORNIA�ANTA ANA REGION 3737 MAIN STREET, SUITE'500 RIVERSIDE, CA 92501-3339 RECEIVED PHONE: (909) 782-4130 FAX: (909) 781-6288 0 6 1996 May 3, 1996 NiAY, FACILITIES DESIGN & CONSTRUCTION • Leif Thompson, Vice -President Facilities Design and Construction Hoag Hospital P.O. Box 6100 Newport Beach, CA 92658-6100 WASTE DISCHARGE REQUIREMENTS, ORDER NO. 93-49, NPDES NO. CAG998001, HOAG MEMORIAL HOSPITAL PRESBYTERIAN, NEWPORT BEACH, ORANGE COUNTY Dear Mr. Thompson: On April 1, 1996, you submitted a complete NPDES application for the discharge of groundwater ' associated with the construction of a new parking lot and subterranean seepage at the Hoag Memorial Hospital Presbyterian located at 301 Newport Boulevard in Newport Beach to a nearby storm drain which is tributary to the Pacific Ocean. On July 16, 1993, the Regional Board adopted a general NPDES permit, Order No. 93-49, NPDES No. CAG998001, (copy enclosed) for discharges associated with specific types of activities, including construction dewatering projects, within this Region. Effective immediately, you are authorized to discharge groundwater resulting from the construction dewatering project under the terms and conditions of Order No. 93-49 as amended by Order No. 96-17, including Monitoring and Reporting Program No. 93-49. This permit has been assigned the sequence number 035 for tracking purposes. Therefore, all future correspondence should refer to this authorization as Order No. 93-49-035. Monitoring and Reporting Program No. 93-49 has been modified to be applicable to the dewatering activities that Hoag Memorial Hospital Presbyterian may undertake within the above -referenced site and is enclosed as Monitoring and Reporting Program No. 93-49-035. Order No. 93-49 will expire on July 1, 1998. However, if you wish to terminate coverage under this general permit when the above -referenced project is concluded, please notify us immediately upon project completion so that we can rescind this authorization and avoid billing you an annual fee of $400.00. If you have any questions regarding the permit or the monitoring and reporting program, please contact Steve Mayville at (909) 782-4992. Sincerely, Gerard J. Thibeault Executive Officer Enclosures: Order No. 93-49, 96-17 and Monitoring and Reporting Program No. 93-49-035 cc w/o enc: U.S. Environmental Protection Agency, Permits Issuance Section - Terry Oda (W-5-1) State Water Resources Control Board, Division of Water Quality - John Youngerman SKa1haaghaap4e California Regional Water Quality Control Board Santa Ana Region Monitoring and Reporting Program No. 93-49-035 NPDES NO. CAG998001 for Hoag Memorial Hospital Presbyterian, Newport Beach General Waste Discharge Requirements for Dewatering Projects Santa Ana Region A. Effluent Monitoring 1. All analyses shall be conducted at a laboratory certified for such analyses by the State Department of Health Services or at laboratories approved by the Executive Officer of the Regional Board. 2. All samples shall be representative of the waste discharged under the conditions of peak load. 3. A sampling station shall be established for the point of discharge and shall be located where representative samples of the discharge can be obtained. The following shall constitute the effluent monitoring program: Constituent Type of Sample Tlnits Minimum. Frequency Of Analysis Flow -------- GPD Daily Suspended Solids Grab mg/1 Weekly Sulfides Grab mg/1 Weekly Total Chlorine Residual' Grab mg/1 Weekly Oil and Grease Grab mg/1 Weekly Total Petroleum Hydrocarbons Grab mg/1 Weekly Settleable Solids _ Grab m1/1 Weekly 4. Unless otherwise noted, all sampling, sample preservation, and analysis shall be performed in accordance with the latest edition of "Guidelines Establishing Test Procedures for Analysis of Pollutants" promulgated by the United States Environmental Protection Agency (40 CFR 136). t Only if chlorine is used for treatment of wastes. Page I of 4 • M&RP No. 93-49-035, NPDES No. CAG998007 Page 2 of 4 Hoag Memorial Hospital Presbyterian, Newport Beach 5. Weekly samples shall be collected on a representative day of each week. 6. Annual samples shall be collected during January. B. Reporting 1. Five days prior to any discharge, the Regional Board staff shall be notified by phone and or by a fax letter indicating the date and time of the proposed discharge. 2. The results of the above analyses shall be reported to the Regional Board within 24 hours of finding any discharge that is in violation of the discharge specifications in Order No. 93-49. 3. Monitoring reports shall be submitted by the 30th day of each month and shall include: a. The results of all chemical analyses for the previous month, and annual samples whenever applicable, and b. The daily flow data, c. Toxicity Test data, and d. A summary of the month's activities. 4. If no discharge occurs during the previous monitoring period, a letter to that effect shall be submitted in lieu of a monitoring report. 5. All reports shall be arranged in a tabular format to clearly show compliance or noncompliance with each discharge specification. 6. For every item where the requirements are not met, the discharger shall submit a statement of the actions undertaken or proposed which will bring the discharge into full compliance with requirements at the earliest time and submit a timetable for correction. 7. Upon completion of the project, the discharger shall notify the Executive Officer of the Regional Board in writing about cessation of the discharge and request for a rescission of the permit. Page 2 of 4 " M&RP No. 93-49-035, NPDES No. CAG998001 Hoag Memorial Hospital Presbyterian, Newport Beads Page 3 of 4 All reports shall be signed by a responsible officer or duly authorized representative of the discharger and shall be submitted under penalty of perjury. Ordered by G: . J. Thibeault Executive Officer May 3, 1996 Page 3 of 4 a M&RP No. 93-49-035, NPDES No. CAG99800I Page 4 of 4 Hoag Memorial Hospital Presbyterian, Newport Beach Volatile Organics Portion of EE. Priority Pollutants Method Constituent Acrolein 603 Acrylonitrile " Benzene 601/602 Bromoform II Carbon Tetrachloride Chlorobenzene il Clilorodibromomethane ,, Chloroethane " 2-Chloroethylvinyl Ether " Chloroform ii Dichlorobromomethane ,, 1, 1 - Dichloroethane " 1, 2 - Dichloroethane " 1, 1 - Dichloroethylene " 1, 2 - Dichloropropane " 1, 3 - Dichloropropylene " Ethylbenzene ii Methyl Bromide " Methyl Chloride Methylene Chloride " 1, 1, 2, 2 - Tetrachloroethane ,, Tetrachloroethylene o Toluene " 1, 2 - Trans Dichloroethylene " 1, 1, 1 - Trichloroethane 1, 1, 2 - Trichloroethane " Trichloroethylene " Vinyl Chloride " Page 4 of 4 l HOAGHoag Memorial Hospital Presbyterian 301 Newport Boulevard, P.O. Box 6100 Newport Beach, California 92658-6100 Phone 714/645-8600 HOSPITAL September 5, 1996 Mr. Gerard J. Thibeault Executive Officer California Regional Water. Quality Control Board Santa Ana Region 3737 Main Street, Suite 500 Riverside, CA 92501-3339 Re: Hoag Project #1252.78 Lower Campus West Parking Lot Dear Mr. Thibeault: On May 3, 1996, Hoag Hospital was authorized to discharge groundwater resulting from its Lower Campus parking lot construction project (NPDES No. CAG.998001, enclosed). That project is currently underway and is being monitored in accordance with the requirements of Monitoring and Reporting Program No. 93-49-035. The Master Plan for development at Hoag Hospital was approved by the City of Newport Beach in August of 1992. A final environmental impact report for the Master Plan project was also certified at that time. Mitigation Measure #12 requires the following: Upon completion of final building construction plans, and prior to the issuance of a grading permit for each phase of development, the Project Sponsor shall ensure that site hydrological analyses are conducted to verify that existing drainage facilities are adequate. The applicant shall submit a report to the City of Newport Beach Building Department for approval, verifying the adequacy of the proposed facilities and documenting measures for the control of siltation and of erosive runoff velocities. A copy of this report shall be forwarded to the California Regional Water Quality Control Board, Santa Ana Region. In accordance with Mitigation Measure #12, enclosed, for your information, is a report entitled "Hydrology and Erosion Control Report for Lower Campus Phase I Grading and Parking Lot Plan," prepared by David A. Boyle Engineering and dated February 1996. Sincerely, Leif N. Thompson, AIA Vice President Facilities Design and Construction LNT:ksc c: Genia Garcia Pile: 1252.78.32.15-THI BEAULT. LTR A NONPROFIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS OVHA • HOAG° Hoag Memorial Hospital Presbyterian One Hoag Drive PO Box 6100 Newport Beach CA 92658-6100 Phone 949/645-8600 Internet: www.hoag org August 22, 2000 HOSPITAL Genic Garcia City of Newport Beach, Planning Department 3300 Newport Boulevard P.O. Box 1768 Newport Beach, CA 92658-176B Subject: Permit Number B9906933 Hoag Project 1255.20 — East Parking Structure Regarding: Parking Structure Lighting, Mitigation Measure 44 Dear Genic: • RECEIVED BY PLANNING DEPARTMENT CITY OF NIFWA./PnAT E EACH AM AUG 2 G 2000 PM 718191101111121112, 3141616 Taylor and Assodates submitted plans for parking structure to be constructed on the North East comer of our property. A permit has been issued and we are under construction. The Illumination of the structure is very important to Hoag; the structure will be the cornerstone of our front entrance and thousands of'patients will navigate through this building when they use the hospital fadlltles. We -have spent thousands of dollars designing a lighting system that would meet the city requirements and the hospital spedal needs. I respectfully request that the city review our general lighting plan and photometric studies for the project; provide written comments or approve the plan as designed before it is cast in concrete. Hoag recently completed the Conference Center parking structure. During the design, Hoag's electrical engineer worked with lighting manufacturers to select the best available fixture that would meet the city requirements; however, during the final inspection of the project, we were directed by the city to modify the designed lighting scheme to reduce light spilling to the adjacent development. This process Is very subjective. There was no measurable'light projecting from our property. A similar amount of Tight shines from adjacent developments on to hospital property. The light from the city streetlights is significantly brighter space. Hoag was forced to spend thousands of dollars to comply with the request by installing Jouvers over the lights, which decreased their efficiency. It took weeks to spedal order the louvers, and the building could not be occupied until they were installed. The result met the city requirements; however, now I receive numerous complaints from our staff and community members who use the center at night because the level is dimly lighted and does not feel safe. We believe that we.have'found a better way to light the Interior of the new structure. We studied several methods to conceal the light source and still provide suitable safe and comfortable lighting levels. We ruled out screens or louvers on the outside of the building shell, because they would create a "boxy" structure; Instead, we designed an `open" structure that has been favorably received by city planners and councilpersons. We ruled out standard fluorescent fixtures and the contemporary fixtures that were rejected by the City in the Conference Center structure. We studied indirect lighting and decided to paint the structure ceiling to create a very finished interior and provide a soft light bounce from a "state of the art" up -light fixture. The selected fixture is designed to conceal the light source and minimizes Tight spillage and glare. In order to avoid the previous fiasco, we requested that Jim Sinasek, City of Newport Beach Code Enforcement, provide an Informal review of a full size lighting mock-up of one bay of this structure. He reviewed the mock up and on July 17, 2000, he replied to Jim Easley, Hoag Project Manager, stating his concem that the ceiling is illuminated with some "hot spots" and Hoag's neighbors may be upset with four levels of illuminated ceilings shining in their eyes. He declined to provide further comment, because he would not be able to evaluate the light until the total structure is constructed and illuminated. I am sure you can understand our concern that any objections to the design that are raised after the project is complete, will be very costly to correct. We believe that the design exceeds the mitigation requirements and can be reviewed and approved prior to construction as noted in the measure. If our architects or I can be of help or provide additional information, please call me. Thank you in advance for your consideration. I look forward to your response. Sincerely, HOAG MEMORIAL HOSPITAL PRESBYTERIAN Leif Thompson, A Vice President Facilities Design Design and Construction LW:' jr- ' Cc: Patricia Temple Advanced Planning Manager, Oty of Newport Beach, Planning Department Jim Sinasek, Code Enfoicemeot, Obi of Newport Beach, Code Enforcement ' Bob Burnham, City Attorney, City of Newport Beach, City Attomey's Office Mick Cunnngham, Associate / Architect, Taylor & Associates Architects Linda Taylor, President, Taylor & Associates Architects Ped Muretta, Environmental Consul ant Pete Foulke, Ezedudve Vice President, Hoag Hospital File: 1255.20-36.00-CITY LETTER RE LIGHTING A NON-PROPIT COMMUNITY HOSPITAL ACCREDITED BY THE JOINT COMMISSION ON ACCREDITATION OP HEALTHCARE ORGANIZATIONS OVHA Madoe1x0on MERRILL E. WRIGHT Geological & Petroleum Consultant 16168 Beach Blvd., Suite 201 Huntington Beach, CA 92647 (714) 375-4471 November 10, 1993 Hoag Memorial Hospital Attn. L. Thompson F.D.& C. 301 Newport Blvd. Box Y Newport Beach CA 92658-8912 Gentlemen: Mitigation Measure # 51 of EXhibit A of the Findings and Conditions for Approval for the Hoag Hospital Master Plan requires that a study of the gases from different areas near the Lower Campus be conducted prior to implementing soil grading. The measure reads as follows: "To further determine the source of the gas on the Lower Campus site, prior to the issuance of a grading permit on the Lower Campus, Project Sponsor shall collect gas samples from the nearest fire flooding wells and at Newport Beach Townhomes and compare the gas samples to samples taken from the Hoag gas collection wells prior to •site grading and construction." The samples from the Newport Townhomes and from the Hoag Hospital Lower Campus gas collection wells have been taken. The fire flood well samples will not be available. The operator, West Newport Oil Company, has declined to allow the taking of samples on their leases. Requests for sampling were made twice in late 1992 and again in October 1993. A composite sample of the gas produced at the City.of Newport Beach wells tank farm, at 5810 Pacific Coast Highway, was taken. This is the gas that is produced and sold to Hoag Hospital. The production is from the offshore oil reservoirs. In September of 1992 samples were also taken from the Newport Beach Townhomes. They are at the far west side of the Balboa Coves area at 4401 Coast Highway. There are four vent locations on this site. An attempt to sample the most recently installed vents, those that were installed in 1991 was made. There was insufficient gas flow from either of these to assure a quality sample. The final •sample was obtained from one of the two old non-functioning ornamental gas torches. The sample came from the torch on the right hand side of the front man gate, as one looks at it from the inside. Hoag Memorial Hospital L. Thompson Page two The Hoag gas collection wells were sampled in nearly the same time frame. Wells number 5, 6, and 7A were sampled one at a time by closing in two wells and sampling the other well. New valve systems were installed on two of the wells prior to the sampling. This was needed due to leakage at some points and uncertainty in the isolation capabilities of the 1989 brass valves. There is a high probability that at least some of the brass valves, that were installed shortly after the wells were redrilled in 1989, are no longer functional. Some appear to be both frozen and corroded. Not all of them were checked or tested. This gas flow manifolding center will be replaced during the Lower Campus building project. No danger is caused by the valve condition. The samples were analyzed, using protocol EPA 8015. Their hydrocarbon components were measured in ppm (parts per million) by volume, from Cl through C6, which is methane, ethane, propane, butane, pentane and hexane. The remaining hydrocarbons above C6 are given as a total, and are designated as >C6. The other analyses which were also measured, in ppm for hydrogen sulfide gas and the atmospheric gases oxygen, nitrogen, and carbon dioxide. The British Thermal Units (BTU) value, a measure of heating quality, for each of the gases was also reported for some of the samples. A composite sample of gas that is presently burned in the Hoag Hospital flare was also taken from the flowline to the flare and analyzed. It is reported in Table I for comparison. The samples were taken in tedlar bags with a vacuum pump. The bags were filled and evacuated three times to get the final sample. Two samples were taken from each site and analyzed and an average obtained. The Del Mar Analytical Laboratory reporting data sheets and the Chain of Custody forms are included in the appendix. Table I is a summary of the reported data. (see Table I) These data show that the gases from the City oil wells and the Newport Townhomes are very different both from each other and from the Hoag Hospital collection wells. The data suggests that each source of gas is distinctive from the other. It is therefore unlikely that they are a product of the fire flood. While this may be the case it is doubtful that all the areas gas sources are unrelated. The Newport City oil field gas is rich in the heavier gases and liquids and the other sources are not. This to be expected, but the extremely low methane content of the Newport Beach Townhomes Hoag Memorial Hospital L. Thompson Page three gas is unusual. The higher amounts of 02, N2, and CO2 are near atmospheric amounts and probably indicate a leak in the collection system. The Hoag collection wells do not show an atmospheric leak. The low oxygen and greater than atmospheric CO2 content may indicate bacterially derived or altered gases. The low levels of butane (C4) through the higher weight hydrocarbon gases is also an indication of a possible bacterial source. The analyses of the City wells are a typical example of the contents of oil reservoir gases. The wet and higher fraction gases are much more abundant. The composite sample, of the three (3) Hoag hospital wells, shows some unusual features. The occurrence of hydrocarbons C3 thru C6 and the higher than average nitrogen are both of special interest. The H2S amount is considerably higher than an average from the three wells. The fact that the most shallow producing well, #6, has the highest H2S reading may have some significance. It is possible that the reaction that forms the H S gas is taking lace near the surface and that the gases that are not high in H2S are from the deeper reservoirs. Some early studies concerning the formation of the hydrogen sulfide have related it to a reaction with sea water. Some of the conclusions that can be made concerning the source of these gases are as follows. The sources seem to vary. This is a very small sampling, but it is from three different locations and even with the collection problems the variation appears to be great enough to theorize that the gases are from three different sources. The Newport City wells exhibit a typical oil field gas analysis. The heavier hydrocarbons, C3 through C6 and above, are very evident. The oxygen, nitrogen, and carbon dioxide are not present in atmospheric quantities, and the hydrogen sulfide is present at a nominal level. The analyzed amount is high, but not as high as the Hoag collection wells. The Newport Townhomes samples are unusual, compared to the Hoag wells, in their lower methane level and their very low hydrogen sulfide content. The oxygen, nitrogen, and carbon dioxide are present in near •atmospheric amounts. This is probably due to leakage in the old collection system, but the low methane and H2S indicate a source other than the Hoag site reservoir. Hoag Memorial Hospital L. Thompson Page four The fire flood West Newport oil Company area, to the north- west, may have been a minor contributor to the Hoag Hospital produced gases, but the recent evidence, that follows, would indicate the effect was minimal. The lease gas production during air injection was 10,000 MCF (Thousand Cubic Feet) per day. Now that injection has ceased, it is approximately 300 MCF/day, but no change in the Hoag wells production has been noticed in the two years since it has stopped. The gas produced at the fire flood has a BTU value of less than 200, the Hoag wells' gas has always had a BTU value of 600 to 700. This should have decreased over the years as the theorized fire flood influence was felt. The fact that no resultant production or gas content change has been detected would strongly suggest that it is unlikely that the fire flood was having much effect on the Lower Campus gas. The Hoag Hospital wells have produced gas at approximately the same rate since the early 1970's. This fact and the differing gas analyses seem to indicate that the wells are in a separate source area from the other two sites that were studied. The collection wells are each some what different, but basically are more similar than the other two (2) tested gas sources. The collection well tests did show anomalies that were unexpected. For example well #7A did not match wells #5 & 6 in the content of methane, oxygen, nitrogen, carbon dioxide, or hydrogen sulfide. The actual reason for this is unknown, but the producing interval, and well tests for previous well #3 & its replacement #7A, have always been different from the other two. The oxygen, nitrogen, and carbon dioxide content of any of the wells is not indicative of an atmospheric origin, and could be interpreted as by- products from bacterial action. The gas could either be formed by bacteria or' altered in its migration from the reservoir to the surface. The composite sample of the three (3) wells has variations in its content that do not correspond to any expected numerical average of the individual well tests. The majority of the production is from wells #5 & #6 so the reduced composite sample methane is probably too low. The average should be over 600 ppm. The reduced C2 (ethane) which is lower than the average of all the wells doesn't equate. The oxygen, nitrogen, and H2S are all too high, but the carbon dioxide is near average so this increase is probably not caused by air leakage. The hydrogen sulfide is higher than a weighted average by a factor of approximately four. Sulfur deposits in some of the flare equipment lines may explain the H2S. Production slugging, where unequal amounts of gas of varying content are produced over a given period may also be the cause. Hoag Memorial Hospital L. Thompson Page five Past investigations indicate that the easterly portion of the Balboa Coves housing site, across Pacific Coast highway from the Hoag collection wells, is connected to and influenced by their gas production. If the well production is interrupted, the methane and H2S begin to show in the area very quickly. It is important that Hoag Hospital be allowed to continue the withdrawal of the gases. The early interpretation of the data acquired during this test would indicate that the fire flood is not the primary source of the gas produced from the Hoag Hospital Lower Campus. This assessment has to be made without an analysis of that area's gas, but the variability of gas content from site to site indicates a multiple rather than a singular source area. Thank you for this opportunity to be of assistance in Hoag Hospital's studies of the Lower Campus project. Sincerely M. E. WRIGHT Geological and Petroleum Consultant Attachments: Laboratory Sheets MEW:sc GAS SAMPLE ANALYSIS (IN PPM EXCEPT BTU) GASES & CITY NEWPORT HOAG HOSPITAL WELLS BTU WELLS TOWNHOMES 5 6 7A COMPOSITE C1 760,000 7,500 690,000 680,000 510,000 555,000 C2 27,000 3.9 640 700 770 510 C3 48,000 N.D. 28 28 41 36 C4 37,000 N.D. N.D. N.D. N.D. 14 C5 21,000 N.D. N.D. N.D. N.D. 6.1 C6 11,000 N.D. N.D. N.D. N.D. 5.9 >C6 28,000 1.4 130 130 98 12 02 510 220,000 3,000 2,600 4,600 4,700 N2 3,400 760,000 160,000 160,000 270,000 300,000 CO2 23,000 7,000 130,000 130,000 210,000 140,000 H2S 8.4 .32 840 1,000 40 2,600 BTU 1,400 700 710 530 LEGEND: N.D. = Not detectable at lower limit. 02 = Oxygen N2 = Nitrogen CO2 = Carbon dioxide H2S = Hydrogen sulfide TABLE I Del MarAnalytical 2852 Alton Avenue, Irvine, :iGeoRemediation, Inc. ::3002 Dow Ave., Ste. 414 'iTustin, CA 92680 : 'Attention: Gary Martens Californi 92714, (714) 261-1022, FAX (714) 261-1228 ClientProject ID: Hoag Hospital Sampled: Received: Analysis Method: Lab Number. Newport Beach Air Sample in Tedlar Bag 13101333 Analyzed: Reported: Sep 23, 1992 Sep 23, 1992-: Sep 25, 1992:. Oct 2, 1992; • A,A„,,„„,„„,„„,„ H.vw. Awe&e nw..•win£iv.mw�..mrv..wrwnwm....m..�im�.'nn..vmw...w.Yi.v.:.s..c...a..�..w..a. mmvn nGa,m.wear...Smm.xn.m.N.rw.mw........eb.nnmv>mtiSm'ox w... ma. wCvTh ..G.fww.. HYDROCARBON DISTRIBUTION (EPA 8015) Laboratory Sample Number Description Air B101333 Balboa Coves 1,2 Hydrocarbon Type C1 C2 C3 C4 C5 C6 > C6 Sample Results ppm by vol. 7,500 3.9 N.D. N.D. N.D. N.D. 1.4 Detection Limit: 0.5 DEL MAR ANALYTICAL e in Drape Project Manager 8101333.0R <1> Del MarAnalytical 2852 Alton Avenue, Irvine, Californi 92714, (714) 261.1022, FAX (714) 261.1228 `..>:;'......w,..a............w.,.......m..wx x... n �••�..w.n> ,a..........v n.,aw.n...xm........aa.mw.x w.",^x+o,," ma..wa„"wxm." ;."3 a'..n:rn n. n.'mm. •n xnJn/..ax x.�.m .. x�. mSx.n..• a1:w•a mmvmwNnmrmw.vivmm Nx+xrm GeoRemediation, Inc. Client Project ID: Hoag Hospital Sampled: Sep 23, 1992 3002 Dow Ave., Ste. 414 Newport Beach Received: Sep 23, 1992 ;!Tustin, CA 92680 Sample Descript: Air Sample in Tedlar Bag, Balboa Coves 1,2 Analyzed: Sep 24, 1992Ij :Attention: Gary Martens Lab Number: 8101333 Reported: Oct 2, 1992 P., "' "" on ""yx'wmw mw-tra..wwmta, "•henveiwe envn"".M .mam n.wxmav wnma.n •a.. an" .xw.mnaa. aa".n nrmm�..v "vna a .nn a. mvxn.a"n. .. maanima a Analytes Detection Limit Sample Results ppm by vol. ppm by vol. Oxygen 300.0 220,000 Nitrogen 1,000.0 760,000 Carbon Dioxide 100.0 7,200 Hydrogen Sulfide 0.04 0.32 Malytes reported as N.D. ware not present above the stated limit of detection. DEL. MAR ANALYTICAL evin Drap Project Manager 8101333.GRI <2> DeI MarAnalytical 2852 Alton Avenue, Irvine, Californi 92714, (714) 261-1022, FAX (714) 261-1228 GeoRemediation, Inc. ' 3002 Dow Ave., Ste. 414 • Tustin, CA 92680 Attention: Gary Martens ••• • .... — Laboratory Sample Number Description Air Client Project ID: Analysis Method: Lab Number: Hoag Hospital Newport Beach Air Sample In Tedlar Bag B100450 HYDROCARBON DISTRIBUTION (EPA 8015) B100450 Newport Bch-1,2 Hydrocarbon Type Cl C2 C3 C4 C5 C6 > C6 Sample Results ppm by vol. 760,000 27,000 48,000 37,000 21,000 11,000 28,000 Sampled: Sep 10, 1992, Received: Sep 10, 1992 Analyzed: Sep 11, 1992 Reported: Sep 17, 1992 Detection Limit: 5.0 DEL MAR ANALYTICAL An•-• n Drape Project Manager 8100450.GS! <1> Del MarAnalytical 2852 Alton Ave ue, Irvine. California 92714, (7I4) 261-1022. FAX (714) 261-1228 GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 Tustin, CA 92680 Attention: Gary Martens Analytes Oxygen Nitrogen Carbon Dioxide Hydrogen Sulfide Client Project ID: Sample Descript: Lab Number: • .... r...... ..•s Hoag Hospital Newport Beach Air Sample in Tedlar Bag, Newport Bch-1,2 B100450 Detection Limit ppm by vol. 300.0 1,000.0 100.0 0.4 Analytes reported as N.D. were not present above the statod limit of detection. OEL MAR ANALYTICAL Re In Drap Project Manager Sampled: Sep 10, 1992 Received: Sep 10, 1992:• Analyzed: Sep 10, 1992- Reported: Sep 17, 1992 Sample Results ppm by vol. 510 3,400 23,000 8.4 BI00450.GRI <2> Del MarAnalytical 2852 Alton Ave ue, •GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 .Tustin, CA 92680 Attention: Gary Martens Irvine, California 92714, (714) 261.1022, FAX (714) 261-1228 Client Project ID: Hoag Hospital Newport Bach Sample Descript: Air Sample In Tedlar Bag First Sample #: B100450 .,�....... ........�,.,..,.,.,,,,, .r�,�....... Sampled: Sep 10, 1992,• Received: Sep 10, 1992:. Analyzed: Sep 10, 1992:. Reported: Sep 24, 1992 LABORATORYANALYSIS FOR: BTU, byASTM D3599 Laboratory Sample Number Description B100450 Newport Bch-1,2 Sample Result BTU/ feet cubed 1,400 Analytes reported as N.D. were not present above the stated limit of detection. DEL MAR ANALYTICAL Ke41n Drap Project Manager B100450.BRI <3> Del MarAnalytical 2852 Alton Avenue, Irvine, CaWorn' 92714, (714) 261-1022. FAX (714) 261-1228 GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 Tustin, CA 92680 Attention: Gary Martens Laboratory Number B100436 Sample Description Air Client Project ID: Analysts Method: Lab Number: Hoag Hospital Newport Beach Air Sample in Tedlar Bag 6100436 HYDROCARBON DISTRIBUTION (EPA 8015) Well #5-I, #5-2 Hydrocarbon Type C1 C2 C3 C4 C5 C6 > 06 Sample Results ppm by vol. 690,000 640 28 N.D. N.D. N.D. 130 . . Sampled: Sep 9, 1992 Received: Sep 9, 1992 Analyzed: Sep 11, 1992 Reported: Sep 17, 1992 Detection Limit: 20.0 DEL MAR ANALYTICAL K n Drape Project Manager 8100436.GFII <1> Del MarAnalytical 2852 Alton Avenue, Irvine, Californi 92714, (714) 261.1022. FAX (714) 261.1228 GeoRemediation Inc. 3002 Dow Ave., Ste. 414 Tustin, CA 92680 ' Attention: Gary Martens Analytes Oxygen Nitrogen Carbon Dioxide Hydrogen Sulfide Client Project ID: Sample Descript: Lab Number: Hoag Hospital Newport Beach Air Sample in Tedlar Bag, Well #5-1, #5-2 B100436 ... . ...... ... .. . .. .... r... .......... . .. .. . Detection Limit ppm by vol. 300.0 1,000.0 100.0 40.0 Analytes reported as N.D. were not present above the stated limit of detection. DEL MAR ANALYTICAL Kevin Drap r Project Manager Sampled: Sep 9, 1992, Received: Sep 9, 1992. Analyzed: Sep 10, 1992 Reported: Sep 17, 1992' Sample Results ppm by vol. 3,000 160,000 130,000 840 8100436.GFil <4> Del MarAnalytical 2852 Alton Avenue, Irvine. Californi 92714, (714) 261-1022, FAX (714) 261-1228 • • • • • • • • • • l• • • GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 • Tustin, CA 92680 :Attention: Gary Martens . • • Laboratory Number B100437 Sample Description Air Client Project ID: Analysis Method: Lab Number: Hoag Hospital Newport Beach Air Sample in Tedlar Bag B100437 HYDROCARBON DISTRIBUTION (EPA 8015) Well 46-1, #6-2 Hydrocarbon Type Cl C2 C3 C4 C5 C6 > 06 Sample Results ppm by vol. 680,000 700 28 N.D. N.D. N.D. 130 . . . . . .— • Sampled: Sep 9, 1992 Received: Sep 9, 1992 ' Analyzed: Sep 11, 1992 Reported: Sep 17, 1992: Detection Limit: 20.0 DEL MAR ANALYTICAL Kevin Drap Project Manager 8100436.GRI <2> .GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 Tustin, CA 92680 Attention: Gary Martens Analytes Oxygen Nitrogen Carbon Dioxide Hydrogen Sulfide Del VlarAnalyticai 2852 Alton Avenue, Irvine, California 92714, (714) 261.1022. FAX (714) 261.1228 Client Project ID: Sample Descript: Lab Number: Hoag Hospital Newport Beach Air Sample in Tedlar Bag, Well #6-1, #6-2 13100437 Detection Limit ppm by vol. 300.0 1,000.0 100.0 40.0 Analytes reported as N.D. were not present above the stated limit of detection. DEL MAR ANALYTICAL Kevin Draper Project Manager Sampled: Sep 9, 1992.. Received: Sep 9, 1992 Analyzed: Sep 10, 1992 Reported: Sep 17, 1992 Sample Results ppm by vol. 2,600 160,000 130,000 1,100 810043e.GRI <5> Del MarAnalytical 2852 Alton Avenue, Irvine, California 92714, (714) 261-1022, FAX (714) 261.1228 ,. .. n� „.. .,.w...... •w•,. ,..,,....w ..... .. •....... ..........w..., GeoRemediation, Inc. A A Client Project ID: Hoag Hospital Sampled: Sep 9, 1992 • 3002 Dow Ave., Ste. 414 Newport Beach Received: Sep 9, 1992 .. 'Tustin, CA 92680 Analysis Method: Air Sample in Tedlar Bag Analyzed: Sep 11, 1992 .Attention: Gary Martens Lab Number: B100438 Reported: Sep 17, 1992 HYDROCARBON DISTRIBUTION (EPA 8015) Laboratory Sample Hydrocarbon Sample Number Description Type Results Air ppm by vol. B100438 Well #7A-1, #7A-2 C1 510,000 C2 770 C3 41 C4 N.D. C5 N.D. C6 N.D. > C6 98 Detection Limit: 20.0 DEL MAR ANALYTICAL Kevin Draper Project Manager B100436,GRI <3> Del MarAnalytical 2852 Alton Avenue, GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 Tustin, CA 92680 Attention: Gary Martens Analytes Oxygen Nitrogen Carbon Dioxide Hydrogen Sulfide Irvine, Callforni 92714, (714) 261-1022, FAX (714) 261-1228 Client Project ID: Hoag Hospital Newport Beach Sample Descript: Air Sample in Tedlar Bag, Well #7A-1, #7A-2 Lab Number: B100438 Detection Limit ppm by vol. 300.0 1,000.0 100.0 1.6 Analytes reported as N.D. were not present above the stated limit of detection. pEL MAR ANALYTICAL Sampled: Sep 9, 1992' Received: Sep 9, 1992 Analyzed: Sep 10, 1992' Reported: Sep 17, 1992. Sample Results ppm by vol. 4,600 270,000 210,000 40 Project Manager B100436,GRI <6> Del MarAnalytical 2852 Alton Avenue, Irvine. Californi 92714, (714) 261.1022, FAX (714) 261.1228 GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 Tustin, CA 92680 Attention: Gary Martens Client Project ID: Sample Descript: First Sample #: Hoag Hospital Sampled: Sep 9, 1992 Newport Beach Received: Sep 9, 1992>' Air Sample in Tedlar Bag Analyzed: Sep 10, 1992, B100436 Reported: Sep 24, 1992' • ••'e.xxrY'Y•rw•wry u•••�xxvxxvwxw.•....... xxv.mxxv. x. wxn.%er.r...,.Yw..v/tNr�••y•••N•awwvwwwv.wvn. w�xw,x..r•r .x.n.nx...�xn .-..u.rv..n".. nmw...... .itn.. wmxx.?*'•'A x..xe..nm.n.xm..n.xn...v.n nn.n .�... .�. .um .r• Axxnx m.wn xvnxwFnr.n.m'..nx+�vmxw+xam.r.... LABORATORY ANALYSIS FOR: BTU, by ASTM D3599 Laboratory Sample Number Description B100436 B100437 B100438 Well 15-1, #5-2 Well #6-1, #6.2 Well #7A-1, #7A-2 Sample Result BTU/ feet cubed 700 710 530 Analytos reported as N.D. were not present above the statod limit of detection. DEL MAR ANALYTICAL K 41n Draper Project Manager 13100438.GRI <7> Del MarAnalytical 2852 Alton Avenue. Irvine, California 92714. (714) 261-1022. FAX (714) 261-1228 w...,.v„ .....,. .w. w...v..vvw.......w........w.....,,.w----...........-..w........w..,,-,,....Mw........w............:...r.-�..vv..v............,.w...w....,w.....�..,...�v,.v+wn...�.,w.o w...w......: GeoRemediation, Inc. . 3002 Dow Ave., Ste. 414 Tustin, CA 92680 Attention: Gary Martens Laboratory Number Client Project ID: Analysis Method: Lab Number. Hoag Hospital Sampled: Newport Beach Air Sample in Tedlar Bag BI01531 TOTAL PETROLEUM FUEL HYDROCARBONS Sample Description Air BI01531 Hoag Comp 1-1, 1-2 Hydrocarbon Type C1 C2 C3 C4 C5 C6 > C6 Sample Results ppm by vol 550,000 510 36 14 6.1 5.9 12 Sep 24, 1992 Received: Sep 24, 1992 Analyzed: Sep 25, 1992•- Reported: Oct 2, 1992•• Detection Limit: 5.0 Hydrocarbons detected by this method range from C5 to C30. The carbon range distribution Includes tho highest carbon number reported, le C6-C7 includes hydrocarbons greater than C6 and including C7. Analytes reported as N.D. were not present above the stated limit of detection. DEL MAR ANALYTICAL Kevin Draper Project Manager B101531.GRI <1> C� Del MarAnalytical 2852 Alton Avenue, Irvine, California 92714, (714) 261.1022, FAX (714) 261-1228 ,n nx,..,m., n , .w, ,,. , ., m.., n.mmA mm...wn J..r..., :,dA w„am wmwww GeoRemediation, Inc. 3002 Dow Ave., Ste. 414 .Tustin, CA 92680 Attention: Gary Martens Client Project ID: Sample Descript: Lab Number: Hoag Hospital Sampled: Sep 24, 1992., Newport Beach Received: Sep 24, 1992 Air Sample In Tedlar Bag, Hoag Comp 1-1,1-2 Analyzed: Sep 25, 1992,: B101531 Reported: Oct 2, 19921 n,.wn nn,wm.r „mmmv.mrm ,.,.r, .,. .,., i. •, .vv „m..,. m'.m ... ,mvx m,..n ..,..nmmnxnw,xn w,x ♦xn. r,i .., ..n.,..mmm, ♦..mm� w.wir mvmnMmw mmwwmm,Cx� Analytes Oxygen Nitrogen Carbon Dioxide Hydrogen Sulfide Detection Limit ppm by vol. 300.0 1,000.0 100.0 80.0 Analytes reported as N.D. were not present above the stated limit of detection. DEL MAR ANALYTICAL Kevin Project Manager Sample Results ppm by vol. 4,700 300,000 140,000 2,600 1301531.GR1 <2> GeoRemediation Inc. ENVIRONMENTAL CONSULTING AUT(OATION J001Dow Atrium; Sully 414 hallo, CA ,J610 PHONE:(714) 573-0435 DATE COLLECTED:9123h2, SAMPLED BY: C l(✓l CHAIN -OF -CUSTODY PROJECT NAME/ l : //Q1h %X(LA1i covS LOCATION: a&}AOrr$el/J C'A, FAX (714) 573-0438 ANALYSIS SAMPLE I.D. DATE DESCRIPTION •K H R R NAME: O E E L L L D E E A A DATE: S S E E MlboI( eaeS )sia Rr 97;3 (*IS STAik CD'M�rt (45 64 0144 ANALYSIS AUTITORIZATION GOVERNMENT AGENT: SAMPLING PLAN: FILE !: CONTRACT: OTHER: RELINQUTSHE .i 1U/1 DATE/TIME: Gjy,�� RECIEVED: DATE/TIME: CONDITION: RELINQUISHED: DATE/TIME: RECIEVED: DATE/TIME: CONDITION: A TIRE: U T O R I Z T I 0 '17 3'. c -, Pl'�t�rJ !rr,n,n P RELINQUISHED: DATE/TIME RECIEVED: DATE/TIME: CONDITION: RELINQUISHED: DATE/TIME: RECIEVED: DATE/TIME: CONDITION: R GeoRemediation Inc. 1601 Dow I ENVIRONMENTAL CONSULTING A MITIGATION wAnrnut-, Sulrf III, nails, CA 91610 PHONE:(714) 573-0435 SAMPLE I.D. ijew/r ehi- l *Veal/ lkit 2 ANALflus AUTITORIZAT GOVERNMENT AGENT: SAMPLING PLAN: FILE I: CONTRACT: OTHER: DATE COLLECTED: ViQ%qa SAMPLED HY: ()/0/0 ELINQUIEITE DATE/TIME: CIO? l,p RECIEVED: 41:n DATE/TIME: C�y1,O .��� CONDITION: n ,- �C)1.7trAcl;L RELINQUISHED: DATE/TIME: CHAIN-OF-CUSTODYPROJECT %. / NAME/ I : /VO Q f'�%!CQ5P/ RECIEVED: DATE/TIME: CONDITION: LOCATION: 4)44 P r c'oo'19 IELINQUISHED: DATE/TIME RECIEVED: DATE/TIME: CONDITION: RELINQUISHED: DATE/TIME: RECIEVED: DATE/TIME: CONDITION: R NAME: E L A DATE: S E A TIME: U T 0 R I Z A T I 0 GeoRemed(atton Inc. ENVIRONAIRNTAI. CONSULTING MITIGATION 1007IAnw4, nnr, Suer IN, Man, CA NAAO PHONE:(714) 573-0435 SAMPLE I.D. well 4.5- lot)I11.6-�2 tail 019-I WLII'I,-2 ��elld74-1 well $74 ;2 419199 9� 19a • DATE COLLECTED: d1/q)q 2 SAMPLED BY: E to, /4ARY(1c/..5 FAX (714) 573-0438 Ive/I gi45 i 5'smP' CHAIN—OF—CUSTODYPROJECT'/ ] NAME/i: llo4 /—M6P/Pk/6/N}C LOCATION :,VCtc7Porr fiepi, a"A8/41-S idez tiMil C74 S 1 %ipii'c Coliasitti e GOVERNMENT AGENT: � rLE�{ � � P �� lI iGvG SAMPLING PLAN: FILE is CONTRACT: OTHER: DATE/TIME: RECIEVED:(;1 DATE/TIME: q G. 0 041, CONDITION: 2t y y ANALYSIS c Y }{ O L D R E L E A S E RELINQUISHED: DATE/TIME: RECIEVED: DATE/TIME: CONDITION: RELINQUISHED: DATE/TIME RECIEVED: DATE/TIME: CONDITION: R NAME: E L E A DATE: S E A TIME: U T H 0 R I Z A T I 0 N RELINQUISHED: DATE/TIME: RELIEVED: DATE/TIME:. rnNnTTTnN• • VRGeoRemediation Inc. VIRONAMENTAI. CONSULTINUA AIITICATIUN 01AnwAlrnur, Sidle lll, 7WIln, CI P1610 PHONE:(714) 573-0435 SAMPLE I.D. DATE COLLECTED: 4472 SAMPLED DY: C4,2rl CIIAIN—OF—CUSTODY PROJECT NAME/ I : /IOk7 LOCATION: .( Pc, '26ilr. fr 1,••I• •1 DATE ec'o/-) 914,2 ANALYSIS AUTHOR GOVERNMENT AGENT: FAX (714) 573-0438 DESCRIPTION C�AS.571hPC . I� X 14.'C L( Q hit) . kkno'r1 At, rd) pA!r SMJLS %►d15 I YC� SAMPLING PLAN: FILE 1: CONTRACT: OTIIER: IIED: x x ANALYSIS DATE/TIME: 7 tlJ� , ; 5bPrJ RECIEVED: _ � 9_1 y _9.2 S'. so DATE/TIME: CONDITION: RELINQUISHED: DATE/TIME: RECIEVED: DATE/TIME: CONDITION: l.✓ qq CT RELINQUISHED: DATE/TIME. RECIEVED: DATE/TIME: CONDITION: RELINQUISHED: DATE/TIME: RECIEVED: DATE/TIME: CONDITION: H 0 L D R E L E A S E R NAME: E L E A DATE: S E A TIME: T H 0 R I Z A T I 0 N • r-.NCr. LI FAETF_•OL eEU 1`1 /,giolc 7Xed setz P a� 1 STATE OF CALIFORNIA—THE RESOURCES AGENCY DC PAR I MEN Of CONSERVATION IIVISION OF OIL AND GAS .15 WEST RADA/MAY. SUI I 475 LONG BEACH. CA 908024455 (310) 590.5311 'CLCrAX (310) 5905301 December 22, 1992 M. E. Wright 5772 Bolsa Avenue, No. 210 Huntington Beach, CA 92649 Subject: Dear. Mr. Petition Wright: for Approval of the Well The review of your petition for interpretation dated November 9, 1992 Your interpretation and analysis fully acceptable to the Division of approved. The completeness and accuracy of much easier and for that I thank you. PETE WILSON, COMM, Status Interpretation approval of the well status , has been completed. of the status of the wells it Oil and Gas and, therefore, your report has made our job re is, City ofeNewport "state of California"however, taminor nyour report refers to tI#3. This should be referred to as Nogg Memorial Hospital, "State of California" #3 as indicated on your enclosed plot plan. Sincerely, R. C. Manuel Operations Supervi.s RCM:ses Post-IIt'• brand fax transmittal memo 7671 j w of Pages . (TO .)ubb`1 From `/(EL Co. CO t\ P N e 60' Phone Fax4 5-6 Fexx-.....I0 -2099' 0 k ov--' a) '-t d- c C U t s h -67 p r etas,( -"cc* 410 ` &e a.itl /erie yak MERRILL E. WRIGHT Geological & Petroleum Consultant 5772 Bolsa Ave., Suite 210 Huntington Beach, CA 92649 (714) 894-3533 November 9, 1992 RfiCE111F17 NOV 1 2 1192 Division of Oil & Gas • Attn: Rich Manuel 245 W. Broadway, Suite 475 Long Beach, CA 90802 Dear Mr. Manuel: Recently Hoag Hospital Memorial Presbyterian received approval of its Master Plan and certification of its Environmental Impact Report. As part of the approval by the City of Newport Beach, certain conditions and mitigation measures were adopted. One of these measures concerns the investigation of the abandonment quality of well Exxon Newport #1, and other abandoned wells near the project. This mitigation measure reads as follows: #50 Prior to construction of structures over or near the Wilshire oil well, Project Sponsor shall ensure that the Wilshire oil well, or any abandoned, unrecorded well or pressure relief well, is reabandoned to the current standards. Abandonment plans will be sub- mitted to D.O.G. for approval prior to the abandonment procedures. The City's building official shall be notified that the re - abandonment was carried out according to D.O.G. procedures. We wish herewith to present the data on the abandonment quality of each well and petition your approval of our interpretation. There are seven (7) wells of different category near the Hoag Lower Campus property (see map). Three wells were production wells, or attempts at producing oil. Cagney #4 and #5 produced oil; they were abandoned in 1978. Exxon (Wilshire 0i1) Newport #1 was a dry hole, and abandoned as such in 1935. The other four wells which are Hoag Memorial Hospital, State of California wells #5, #7A and City of Newport Beach State of California #3, and #4 are either productive gas pressure relief withdrawal wells, abandoned withdrawal wells, or investigative gas source test wells. No "unrecorded well" is known to exist. The Hoag Memorial Hospital State of California wells #5 and #7A are presently producing gas and are two of the three wells, along with #6, that are controlling the Balboa Coves - Lower Campus methane and H2S problem. No abandonment is required. The City of Newport Beach State of California wells #3 and #4 are abandoned. Well #3 was a producing location from 1976 until 1989 when it was abandoned to make way for the widening of Pacific Coast Highway. r Mr. Rich Manuel November 9, 1992 Page Two It was originally drilled to 99'. A productive gas sand was encountered at 83'. 7" casing was set at 99' with the bottom 16' shop perforated. When the well was abandoned the 7" casing was recovered and the hole filled with drilling mud up to 60'. The remainder of the hole was filled with concrete up to within 8' of the surface. This well is abandoned according to current requirements of the Division of Oil and Gas. Well #4 was an investigative hole to determine if there were productive gas sand at that location. No gas sand was found in the 115' deep hole. Some H2S odor and minor amounts of methane were recorded emanating from the shale. The hole was abandoned by filling it with redimix concrete from 115' to within 2' of the surface. This well is abandoned according to the current requirements, no reabandonment is required. The three oil producing wells or wells which were attempts at producing are all abandoned. They are as follows: James and William Cagney #4 was drilled in 1948 to 1,292'. 5-1/2" liner was set at 1,290' with the top at 1,012'. Perforations were at 1,290' to 1,028' and 8-5/8" casing was cemented at 1,029' and 14" surface casing was cemented at 40'. The well produced 9° gravity oil in late 1948 and early 1949. In 1978 the well was abandoned. It was cleaned out to 1,020' and squeeze cemented from there up to the surface. 1-1/2 yards of cement was added to fill the hole. This well is among the Versailles Apartments and is 390' straight back at right angles to the present bluff cliff. The abandonment is not up to current regulations due to the production perforations not being cemented off. The distance from the proposed upcoming building project precludes the need for its reabandonment. James and William Cagney #5 was drilled in 1948 to a total depth of 3,878'. It produced 9° gravity for approximately 7 months. 5-1/2" liner was set at 1,239' with the top at 1,024'. Perforations were from 1,239' to 1,051'. A cement plug had been placed from 1,395' to 1,240'. Other plugs were placed from 3,050' to 2,907'. 8-5/8" casing was cemented at 1,053' and 14" surface casing was cemented at 40'. The lower most potentially productive and water bearing sands below 1,400' should be sealed off. This is shown by the well's low 4% water cut during its production. In 1978 the well was abandoned. It was cleaned out to 1,185'. Three joints of tubing were stuck in the hole. Most of the 5-1/2" liner was recovered. The hole was cemented with 351 cu. ft. of cement from approximately 1,050' to the surface. This well is also among the Versailles Apartments and is 220' north of the bluff cliff and 180' east of the present flare location. The abandonment is not current with present Division of Oil and Gas requirements. The perforations are not cemented off. Its distance from the proposed building project should preclude the need for its reabandonment. Exxon Newport #1 was drilled in 1935 and never produced. This is the so called Wilshire oil well named in Measure #50. Mr. Rich Manuel November 9, 1992 Page Three "Newport" #1 was originally drilled in April of 1935 to a total depth of 1,946'. No electric log was run. A drillers log was kept and 13 cores were taken, at selected intervals, from 1,565' to 1,867'. The top 79' of coring detected six weak "heavy" oil shows that, according to the core description, had high water saturation and would not be economically productive. The drillers log, which is less precise than the core data but includes the complete well, found oil and gas shows at 586', 935', 962', 1,275', 1,540' and 1,548'. The show at 1,540' is described as "sandy shale showing lots of oil". No gas is mentioned. The show at 586' is described as "heaving (soft) sand with gas". No oil is mentioned. The well was originally, during drilling, cased from the surface with 10-3/4" casing to 1,930'. 13-3/8" casing was landed at 887', and 18" conductor pipe was cemented at 14'. In July of 1935 the hole was drilled to its total depth and the 10-3/4" casing recovered. The hole was filled with heavy mud. Attempted to recover the 13-3/8" casing, it did not come. The 13-3/8" casing was cemented with 10 sxs. of cement from 865' to 848'. The 13-3/8" was shot at 576', 416' and 320'. It was recovered from 320'. This means that from at least 416' down to the bottom at 887', the casing is locked solid in the hole. The hole was filled with heavy mud from 848' to the surface. A wooden plug was driven into the open hole to 30'. The open hole and 18" casing were cemented from 30' to the surface (see well diagram). This description offers the present following hole conditions. The hole is open to 1,946'. It has thirteen (13) oil and gas shows. 13- 3/8" casing is stuck in the hole from 887' to 320'. There is a 17' cement plug in this casing from 865' to 848'. The hole above the cement plug is filled with heavy drilling mud. The hole is open formation from 320' to the shoe of the 18" surface casing. The hole is filled from 30' to the surface with a cement plug on a wooden plug to bridge off the hole. (see diagram). The following factors become apparent during an analysis of this well: 1. The well has some oil and gas shows in it. 2. The well is mostly mud filled open hole. The hole is open or non - cased from 1,946' to 887' and 320' to 18'. 3. All, but one, of the reported oil and gas bearing sands are presently exposed in the open hole well bore. 4. Two cement plugs and heavy mud are protecting against the migration of gas and fluids up and down the hole. 5. The filling of the hole with heavy drilling mud should control oil or gas influx, as long as the reservoir pressures are maintained near hydrostatic or below. 6. Re-entering the old hole may not be possible due to the 300' length of open hole section above the top of the 13-3/8" casing. Mr. Rich Manuel November 9, 1992 Page Four It is highly unlikely that this well is the source of the gas in the flare area. If it were the major source leak, the gas presence in the well area of the bluff should be much more apparent. The likelihood of entering the hole to the oil and gas shows without casing to total depth, is very low. The reported heavy drilling mud fill left in the hole should be capable of containing gases and liquids up to and somewhat over hydrostatic pressure. The present building plans for the well area are that it will not have construction placed over or near it. It will be left in an open park setting. If the well should ever require work, its location will be highly accessible. It is my professional opinion and recommendation that this well does not, at this time, require reabandonment. It is the intent of the foregoing to offer the well data and analysis needed for your offices to make a decision as to the acceptance of the abandonment quality of these wells. We would ask that you either approve of the analysis by signing this document in the space provided or advise us, in writing, of your conditional approval or disapproval. If it is the latter, please include the well numbers and required changes. Sincerely, M. E. WRIGHT Geological & Petroleum Consultant Attachments: Map, Well Diagram, Histories APPROVED: DATE: NOT APPROVED: DATE: MEW:DOGHOAG/sc SuraFvs s PtAiG CMT. wocrosay ?LUG i6.'3t.10orJ MEN 1 �(751-5 CMT® � 8S't-o845 r c=LL lAL, (u_ry, Ecccv E \M Po Cam,: \ C wro. 4 00 LU a, 1-4eAvv Mu P s 941 1j276 2 ULLEID aNLL aRTt-tt_. ta3/4. . 32d 1 '3 % p u Lc D 5a6 / zs S D. Fn'o>M l+Eea 13 %Cs‘8S7 D akv �l vs K aD TaTH'S OePTI+. ow_ `a AS 5 ("0 W lr') etc. cyors S tow IN LL %rara.5tiAVF t2,•N $RAL C tS) 00A./Ac.arn E2/4-TC- •I540> drL le e 4-5J 5'A-No�J $ tft¢GG- • /jS49�j'' (2j o72 �s.i-R, o . icoIC 'en.-s0 to:Zex 612 So II(o218/ aft- CO 1036 giE-ig I(a 50 Fo,L cool Sp 1P4GI r 629 South Bill Street Loa Angeles, California August S, 1935. t)t,o•+v et re Mr. C. 2. Waffle, 2424 Valencia St., .Santa Ana, Calif. 'Agent for Wilshire Oil Corzpany, Inc. ' �;•LG 0s 0 7 u ..Dear ;sir: Your report of . abaidomnent of Well '2to. 'i'iewcortN 1 Sec, 29, x. 6 s., R. 10 W.. S. B. B. Z M. Newport oil field,. Ora nge County, dated August 7. 1935,'and ;ubnitted to this Division on our form 102, has been examined in conjunction wits•records filed in.this office.' A review of the reports and records shows that the requirements of this Division, which are based en all inform- ation filed with it, hove now been fulfilled,,. Yours truly, • R. D. Bash • State 011 and Gas Supervisor • CO - Mr. D. K, Weaver Depq jq Supervisor. Mr, W. D. with Hnatington Beach Mr. R. D. Bush WJG:fltS :14nx ;.t p .472 .Paot!J; 5l • • POEM 102. e10e7 1241 10N )uUm.ouuR vwn.. n.au( STATE OF CALIrORNIA DEPARTMENT OI NATURAL RESOURCE DIVISION OF OIL AND GAS 1_. i113L. LOG OF OIL OR GAS WELL Frain Newport' CDMPANY—Sailahlre Oil Company ,Sec. 29 ,T 6 s , R 10 W s. B._g, & M., Well No Newport #1 In compliance with the provisions of Chapter 718, Statutes 1915, as amended, the information given herewith is a complete and correct record of all work done on the well since the previous record, dated July 30, 1935 , was filed. Date ADaust 7, 1935 Y4.t -'ad SIGNED C. $. Waffle Title Agent • by (President, Secretary or Agent) Corrected total depth 1946'. 7/30/35 Pulled 1930' of 10-3/4" casing and filled hole with heavy mud. 7/31/35 Attempted to pull 13-3/8" casing with jacks. to 8/1/35 8/2/35 Dumped 10 sacks Santa Cruz cement at 865'. 8/3/35 Shot 13-3/8" at 576', 416' and 320'. 8/4/35 • 'Pulled 320' of 13-3/8" casing. Billed hole with heavy mud and set wooden plug in'hole at 30' depth. 8/5/35 Dumped. 30 sacks cement on bridge filling hole to }� surface. Abandoned. Y`‘tl :le61 IL co 9 36 5 & 2 12 I i 1 1 , t 11142) 11;... Lj 160.1., \ i»%'') 16 2 ) 1 `, r \ l l Gy) I Ca° , • RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT Long Beach October 12, 1989 California Sherwin D. Yoelin 7261 Mars Drive Huntington Beach, CA 92647 Hoag Memorial Hospital Presbyterian/ Your report of abandonment of well "State of California" 1 (Name and number) A.P.I. No 059-20846 , Section 28 , T. 6S H lOW , • S.B. B. & M., Newport field, Orange County, dated September 15, 1989 received September 19, 1989 . has been examined in conjunction with records filed in this office, and we have determined that all of the requirements of this Division have been fulfilled. DEC:mh cc: Update Conservation Committee Environmental Management Agency Regulation — Mike Matkosky Hoag Memorial Hospital Presbyterian EDP No Bond Required M. G. MEFFERD State 01l and Gar Supervisor By Deputy Supervisor for R. K. Baker OGteo(BRwOHMRIM) RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS WELL SUMMARY REPORT SUBMIT IN DUPLICATE City ,y rotor City of Newport Beach , Well No hr State of California API No /.ti % cJ.Y Sec..28 , T.6 S R, 10W S.B. B, & M Newport Field, Orange County Location 3730 feet west and 2976 feet north from the southeast corner of Section 28 (Cede surface location from property or section comer, or street center lino and/or lambert coordinates) Elevation of ground above sea level 10.4 feet. All depth measurements taken from kxof ground 1 evel which is 0 feet above ground. (Derrick Floor, Rotary Table or Kelly Bushing) In compliance with Sec. 3215, Division 3 of the Public Resources Code, the information given herewith is a complete and correct record of the present condition of the well and all work done they n, so far as can be deter ined froma 1 available Signej c Devlin records. 26 August 1976 D1te George P. Zebal (Engineer or Geologist) Title oseph/T, gent\ Commenced drilling 8-03-76 Completed drilling 8 05 76 G•• OGICAL MARKERS Top Miocene Shale DEPTH Surface Total depth (1st hole) 42 ft•(2nd) (3rd) Top dry gas sand 15' Present effective depth 42 feet Base dry gas sand 42' Junk_ None Commenced producing 8-06-76 Flowing/aarhftfptrmpiing (Date) (Cross out unnecessary w•or ) Initial production Production after 30 days Formation and age at total depth Mi ocene sand Name of producing zone Division A stray sand bbleper day Clean Oil lnclud eg tWater emulslon Mcf. per day Tubing Pressuro Casing Pressure N.A. N.A. Dry Unknown N.A. 1.1 psig CASING RECORD ( Present Hole) roof Casing A. P.I.) Depth of Shoe Top of Casing shtin ofc Casing Grade and Type of Caslag New or Second Hand Size of Boll• Drilled Numbers of Sacks Cubic Feet of Cement Depth of Cementing If through raor perfodosu 2611 17' GL 40# line pipe SH 38" 54 cu.ft. N.A. 7" 42' GL 23# J55, range 2, 8 SH 16" Gravel pack to 10 feet round, short T & C (10 Mesh quartz grave'. C PERFORATED ASLNG (Size, top, bo tom, perforated intervals, size and spacing of perforation and method.) Bottom joint of 7" is perforated for distance of 25 feet from open base; precut perforations are 2-inch 40 mesh slots on 6-inch centers at 48 slots per foot shop cut with a multiple milling Was the well directionally drilled? N o . lectrical log depths Not run Other surveys 7GIOO II-76-OSRI-SM) ATTACH ONE COPY OF EACH LOG AND SURVEY If yes, show coordinates at total depth_ Sample log RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT .... Jam Beach, August 262 1976 r1 ry Newpart_Baach.__CA. 32660 DEAR Sm: Caliifomia Your report of abandonment of Well No. "Stata__vs__CaMifornia" 2 [059-20847) Sec 28 , T 6S , R_ QW--__, S•13._B. & M., Newport field, Dxange. County, dated 8/6/76 , received 8/11/76 has been examined in conjunction with records filed in this office. A review of the reports and records shows that the requirements of this Division, which are based on all information filed with it, have been fulfilled. LSO:rf cc - Conservation Comm. Orange County Dept. of Bldg. & Safety HAROLD W. BERTHOLF sore. oR and Ca supnui,or NO BOND REQUIRED By----- f.' — — — — — Deputy Supnvi+or 0G159 12-75-GSR 14M1 • AM IO3-G RESOURCES AGENCY OP CALIFORNIA DEPARTMENT OF CONSERVATION Date 3-5-76 DIVISION OF OIL AND GAS History of MatlkififilWRWSIIIQVs Well SUBMIT IN DUPLICATE City of Newport Beach Newport OPERATOR FIELD We11No..La TN"State of Californiay� Sec 28 T 6 S. R 10 W. S.B. B.&M. (06-i-,720Y7) August 6, 1976 Date—...._.�..._.._.._, 19 Sign `' \r.:. .. City Hall 3300 W. Newport Blvd. (714) 640-2281 (Address) Title Agent (President. Seertnry or Agent) It is of the greatest importance to have a complete history of the well. Use chis.- rScm to report a full account of all important operations during the drilling and testing of the well or during re -drilling, altering of casing, plugging, or abandonment with the dates thereof. Be sure to include such items as hole size, formation test details, amounts of cement used, top and bottom of plug , perforation details, sidetracked junk, bailing tests, shooting and initial production data and tam temperature Spud well, 8:00 A.M.; 28-inch hole to 15 feet, 16-inch hole to 34 feet. At depth of 34 feet (ground level datum) penetration ceased due to very hard formation, 10:00 A.M. no gas sand encountered; water slowly leaking into hole below 22 feet. Notified D.O.G. by telephone re status of well and requested permission to abandon same. Abandoned hole at 11:00 A.M. by dumping 22 cubic yeads of ready -mix slurry in hole; top cement at 4 feet below ground level; filled remainder of hole with clay soil. RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT Long Beach October 12, 1989 Sherwin D. Yoelin 7261 Mars Drive Huntington Beach, CA 92647 California Hoag Memorial Hospital Presbyterian/ Your report of abandonment of well "State of California" 3 (Name and number) A.P.I. No 059-20849 ,Section 28 , T. 6S ,R lOW S.B. B. & M., Newport field, Orange County, dated September 16, 1989 received September 19, 1989 has been examined in conjunction with records filed in this office, and we have determined that all of the requirements of this Division have been fulfilled. DEC:mh cc: Update Conservation Committee Environmental Management Agency Regulation — Mike Matkosky Hoag Memorial Hospital Presbyterian EDP No Bond Required M. G. MEFFERD State` Oil and Gas Superutsor By s A Deputy Superotror for R. K. Baker OG159 (9/DNOWRRM) rator RCSOURCES AGENCY Or CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS City of Newport Beach Sec.. 28 , T. 6 S, R. 10W S.B. R & i\L, Location_ WELL SUMMARY REPORT SUBMIT IN DUPLICATE fr We11 No state of California 3API No D S9- ePY( Newport Field, Orange County. 4223 feet west and 3058 feet north of the southeast corner of Section 28 (Give sudnce location from property or section corner, or street center line and/or lambert coordinates) Elevation of ground above sea level 11.0 feet. All depth measurements taken from ttgroun rof- Gd l axed_ — which is 0 feet above ground. ( Derrick Floor, Rotary Table or Kelly Bushing) in compliance with Sec. 3215, Division 3 of the Public Resources Code, the information given herewith is a complete and correct record of the present condition of the well and all work done there so far as can determined from all available Date 26 August 1976' Signed Cry 4,� \Jst� records. oseph(Tx Devlin George P. Zebal Agent tle (Engineer or Geologist) Commenced drilling 8-11-76 Completed drilling 8-20-76 Total depth (1st hole) 99 ' (2nd) (3rd) Present effective depth 99 Junk None Commenced producing 8-16-76 (Date) Initial production Production after 30 days Flowing/ oas-lift fpurxtPino (Cross out unnecessary worsts) G kd LOGICAL MARKERS Top Miocene shale Top dry gas sand DEPTH 4' 83' Base dry gas sand 87' Top water sand 96' Formation and age at total depth Miocene sand Name of producing zone Division A stray sand Clean oB bbl. per day Gravity Clean oil Per Cent Water including emulsion Gas DSci. per day Tubing Pressum Casing Presauro N.A. N.A. Dry Unknown N.A. 5.0 psig CASING RECORD (Present Hole) e of Cuing A P I) Depth of Shoe Top of Casing �S'eight of Casing Crade and Type of Casing New or Second Hand Size of Hole Droed Numbers of Sacks or Cubic Feet of Cement Depth of Ccmeuting if through perforations 20" 83' GL 48# line pipe SH 32" 184 sax N.A. 7" 99' 2' 23# J55. range 2, 8 SH 16" Gravel pact to 50 feet round, short T & C (10 mesh giartz gravel PERFORATED UASLVC (Size, top, bottom, perforated intervals, size and spacing of perforation and method.) Bottom joint of 7" casing is perforated for a distance of 16 feet from welded bull plug at h--e; precut perforations are 2-inch 40 mesh slots on 6-inch centers at 48 slots per foot cut. with a multiple milling maching. Vas the well directionally drilled? 'slectrical log depths Not run '0100 II,76.03RI.3M) No if yes, show coordinates at total depth Other surveys Sample log ATTACH ONE COPY OF EACH LOG AND SURVEY RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT -..—_Lnng.Beaah.. Caliifornia Mr J. Devlin, Agent CITY OF NEWPORT BEACH., City Hall 3300 Newport Blvd.`__ Newport Beach,, CA 92660 DEAR SIR: Your report of abandonment of Well No.._`S.t.a.te of-Qalifol<nja_!L .. Sec._28 T fS____, Row , _S.B....B. $L M.,Newpnrt field, .grange County, dated_ -._J0121!?6 , received....11/_2/26 has been examined in conjunction with records filed in this office. A review of the reports and records shows that the requirements of this Division, which are based on all information filed with it, have been fulfilled. RC:d cc Conservation Committee Orange County Dept. of Bldg. & Safety Dept. of 0i1 Field Control BOND NO. II 908 717 Dated 10/15/76 M. G. MEFFERD, Acting Chief xtagethilanOCCOLTU gkithitteditttc By 0 G 159 12-75_G5R 1.8 &I1 • RESOURCE! AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS Total depth (1st hole) 115 (2nd) (3rd) Present effective depth 115 feet Junk None Commenced producing_W. A) Flowing/gas lift/pumping (Date) (Cross out unnecessary words) Initial production Production after 30 days WELL SUMMARY REPORT SUBMIT IN DUPLICATE Operator City of Newport Beach , Well No 4, State of California , API No ekr—i - a03 'q sec. 28 Tf6 S. g, 10W S. B. R & \I , Newport Field, Orange County Location 4909 feet west and 3202 feet north from the southeast corner of Section 28, T.6 S., (Give surface location from property or section comer, or street center line and/or lambert coordinates) R. 10 W., S.B.B. & M. Elevation of ground above sea level 10.7 feet. All depth measurements taken from wind ground 1 evel whioittis 6(xxxi o(wxgment (Derrick Floor, Rotary Table or Kelly Bushing) In compliance with Sec. 3215, Division 3 of the Public Resources Code, the information given herewith is a complete and correct record of the present condition of the well and all work done the n, so far as can b termined fr m _all available records. `—� r Date 10-21-76 Signed X George P. Zebal Title.(Adent (Engineer or Geologist) Commenced drilling 10-19-76 Completed drilling 10-19-76 Top Miocene Division "A" shale GEC\QICAL MARKERS DEPTH 2 feet Formation and age at total depth Miocene Div. "A" s hal e Name of producing zone Nnnp Clean Oil bbl. per day Gravity Clean OR Per Cent Water including emulsion Gas Md. per day Tubing Pressure Casing Presnurc CASLNTC RECORD (Present Hole) 31ze of cnsiag (A. P. I.) Depth of Shoe Top of Casing Weight of Casing Grade and Type of Casing New oe Second Hmd Size of Halo Drilled Numbers of Sacks 0r Cementer Depth of Cementin_ if perforations PERFORATED CASLVG (Size, top, bottom, perforated intervals, size and spacing of perforation and method.) Was the well directionally drilled? No If yes, show coordinates at total depth Electrical log depths OGIOO (I-15 00R1•!M) None Other surveys Lithologic log ATTACH ONE COPY OF EACH LOG AND SURVEY • a _ aunMIT LOG IN DUPLICATE FILL. ILANE IN WITH TYPEWRITER. WRITE ON ONE SIDE OF PJ ONLY Operato STATE OF CALIFORNIA DEPARTMENT OF NATURAL RESOURCES DIVISION OF OIL. AND GAS 17173 1 i :1241 WELL. SUMMARY REPORT XergiaS-_Oil Company . Field Nemaxt_ Well No Cage. ' T' 11. Sec 28 a A•• , T 6s , R Location72111 S & 59221 E from N.W.Corner of Elevation of dtrnek9Gor above sea level a01 feet. Sec.20 — 6S — 101ti ground In compliance with the provisions of Chapter 93, Statutes of 1939, the information given herewith is a complete and correct record of the present condition of the well and all work done thereon, so far as can be determined from all available records. Date Feb.1C 19219 Signed__"=/; /fr �li� ___�._-_�_ D.M.Anderson J.D.fc3ennee ___ (Engineer or Geologist) (Superintendent) (President, Secretary or Agent) Commenced drilling 10L171L ___.- —_—_ _....Completed drilling _-10/2i / L.B.__--_.Drilling tools Cable Rotary Total depth 1292...._—_—.Plugged dept}I_ _. `__ —_ __ GEOLOGICAL MARKERS DEPTH Junk......._.-.. -- None Commenced producing-..--N.2er1.Qer. 29.4911-4 Initial production Production after 30 days (date) See.... f ivwirrg/gar lift/pumping (croft out unnecessary word.) Clem Oil bbl. pee day Gravity Clem Oil Per Cent Water including emulsion Gas Mcf. per day Tubing Pressure Casing Pressu 25 9.° We of 0 15 9.0 3.% CASING RECORD (Present Hole) If Casing Depth of Shoe Top of Casing Weight of Caring New or Second Hand Seamless or Lapweld Grade of Casing Sire of Hale Casing landed in Number of Sack, of Cement Depth of Cementing itthroughperforatauns 11}n 1101 Cellar Off wall New Butt vreld 20,, Ready mix 1•-5/811 10291 Ground .28# 11 Sills. II-40 ' 124t1 4-50 I j% et /290 /C/Z 2b# N-. o gkv h',.rr -, ,,,, a.i .,,` . PERFORATIONS • of Casing From To Site of Perforations Number of Rows Distance Between Centers Method of Perforations 54!1 1290 fe- 1026 fe. 190 Mesh 18 2" Shop slots ft. ft. — ft. ft. MAP BOOK CARDS I FORMS BOND 114 1 p I ft. ft. 1 ft. fe. . i Electrical Log Depths _-..._ :01- to 1292!__- (Attach Copy of Log) l too. SUBMIT LOG IN DUPLICATE FILL T .ANK IN WITH TYPEWRITER. WRITE ON ONE SIDE OF PN 'SLY STATE OF CALIFORNIA DEPARTMENT OF NATURAL RESOURCES DIVISION OF OIL AND GAS WELL SUMMARY REPORT Operator ..__._..._.._Telin;InF0 t Con_o^ ..--_..Field ^i evrlort FIB 11'IS Came . /'1 Sec.8__.._ _., T.._ es l C'" _.. WellNo,__._..w_____—___?r�` �_ ___ ._.._. _—_., R,_--___.___ , O __B. & M. 276I ,-1 61 from derrick floor 7 2T,;'d,roTni;r Lee ..Elevation above sea level E __feet. Location.---. ._ In compliance with the provisions of Chapter 93, Statutes of 1939, the information given herewith is a complete and correct •' record of the present condition of the well and all work done thereon, so far as can be determined from all available records. ., Date in-=l-'�8 Signed_ _D C.:, tr'v� )^=T•• t� i D.M.. _ derson. T. J4ciCenn y f ^, .e . r.../ Tide f.'_==— =— _---- (Engineer or Geologist) (Superintendent) : • (President, Secretary or Agent) Commenced drilling 9r23r )4_e__------------••—••Completed drilling..._ 32: y- -8_--•_— _—___ _Drilling cools Total ._Plugged depth.__1e4-0 Junk —___—_None --- Commenced producing /0727/48 (date) Initial production Production after 30 days GEOLOGICAL MARKERS See Electrical l o Flawing gas_li£t/Pumping (cross our unnecessary words) Cable Rotary DEPTH Clean Oil bbl. per day GravitY Clean Oil Per Cent Water including emulsion Gss ).tef. per day Tubing Pressure Casing Pressure 17 B/D 9. % 2.% 30 B/D 9. 0 4. % CASING RECORD (Present Hole) ae of Casing (A. P. I.) Depth of Shoe P To of Casin P g Weight of Casing New or Second Hand Seamless or Lapweld Grade of Casing Sire of Ede Casing landed in Number of Sacks of Cement Dee thof Cementing 1 thiough perforations 1)111 401 Cel_^.l r 1/4" well tTew Butt Vein - 20" aee.dy nix 8-c,/3I 1053 _ gr011nrl 28# slew S.mJ s H-4O 12 • ! iL " 42 .:) /az i/ 0/C46 /V—•(%0 73' l a,...7 " *+/o3 ,.ram: PERFORATIONS Site of Casing From To Site of Perforations Number of Rows Distance Between Centers Method of Perforations a•I 9.'" l ^', ft. l OFl R. l cC Mech18 211 whop '' 7,12) ft. fr. ft. ft. MAP ' BOOK CARDS BOND )-eiFIM b 1I4 1HH ft. ft. I• I ft. ft. 1 I �/ 7 Electrical Log Depths. :..7:C =3 4 7 /- _.___-_.(Attach Copy of Log) RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL. AND GAS 167144 4AC4Or141 1-fsf�L SUMMARY REPORT O .S7- orp Ji �Qr/ MoistSon SUBMIT IN DUPLICATE• / r v erator Cit of Newport Beach , Well No B'."State of Cal ifornia�j,ApnNo 05920849 Sec. 28 , T._ S, R 1(L1j S B R & \1, Newport Field, Orange County. Location 3 791 feet west and 3.240 feet north of the southeast corner of Section 28 I (Gave)surtace location from property or section comer, or street center line and/or lambert coordinates) 6 r ,2..O . P 5 ! rf sf r F tr /3 W Go r z,-� c'e.. 2. g Elevation of ground above sea level 23.7 feet. All depth measurements taken from tep.of• groUTJd sltrfaca which -is feet abevelrounel. (Derrick Floor, Rotary Table or Kelly Bushing) In -compliance with Sec. 3215, Division 3 of the Public Resources Code, the information given herewith is a complete and correct record of the present condition of the well and all work done ther n, so far as can be determ' ed from all available records. Drte Dec. 14. 1976 Signed •c �� 1 //Joseph T. Devlin, lrublic Works Dir. George P. Zebal Title Men' (Engineer or Geologist) I. i Commenced drilling Completed drilling Total depth (1st hole) 100' (9nd) (3rd) "A" Shale Top dry gas sand 70 ft. DEPTH 2 ft. Present effective depth 100 feet junk__ None Commenced producing 12-2-76 Flowing/gasrlical: oiling (Date) (Cross out unnecessary wor s) Initial production Production after 30 days GEO-LOGICAL MARKERS Top Miocene Division Formation and age at total depth Miocene gas sand Name of producing zone Stray sand Clean OR bbl. per day Gravity Clean oil Per Cent Water including emulsion Gas Mot. per day Tubing Pressure Casing Pressure CASING RECORD (Present Hole) ee of CnsNq (A, P.3.) Depth of Shoe Top of Casing weight of Casing Cade and Type of Casing New or Secoed Hand Size of Hole Drilled Numbers of Sacks onCubic Cem Feet Depth of Cementing perforationsthrough 20" 100' G.L. 48 lb/ft line pipe used 32" 213 sacks 7" 100' 2 23 lb/ft J 55 " 16it gravel pacted PERFORATED CASING (Size, top, bottom, perforated intervals. size and spacing of perforation and method.) Basal 30' of 7-inch shop perforated with 2-inch lone, 40 mesh slots with 48 slots per foot. .Vas the well directionally drilled? N0 None s"leetrical log depthsOther surveys s Lithologic log — If yes, show coordinates at total depth ATTArt.T n r rnpv nr r• Arw T nil ANT) STNRVRV e IESOLMCE P$ GENCY OF CALIFORNIA 3EPAHTMENT OF CONSERVATION DIVISION OF OIL AND GAS•:' WELL SUMMARY REPORT API No 059-21403 3o.rotor He " MEMORIAL HOSPITAL PRESBYTERIAN Well "State of California" No. 6 :le Newport County Orange Sac. 28 T. 6S R. 1 8.6.14. IOW (S.B. .acution (C,n surlau location from property of section cornet, shut cots line anJ/or California coordlnot..) 3,740' west and 3,056' north of the Southwest Corner Section 28 Elevation of ground above sea level 12.5' :wmm.nc.d Jrtblin.• (dot.) 8-14-89 Tutor J.prh Depth m.asur.m.nts taken from top oh Ground Level Derrick Floor Rotary Table • 0 Kelly Bushing Which is 0 f..t abor. ground (l 41 hole) 56 (2nJ) (3r4)c3 :ompleted drilling (date) 8-15-89 Present .ff.ctrr. depth 56 GE0L0•:.CAL MARKERS DEPTH :omm.nc.d producing Flowing 3 Gas lift (date) ■ Pumping Junk None • tame of producing zone(s) Miocene Gas Sand A-1 Formation and pg. at total- depth Miocene A-1 ���j /�//l�/ 1 Clean 0110 ) (bill nr Cro0 Clean rats Won InP.,c.s • Wel.c including pas (Met day). Tubing Prusure Co. lnq Pt.s sure Initial Production 0 0' Dry Unknown N.A. 5 psi Production Attar 30 do) s Yr _ ,sing (APO Top of Coring D.pth of Shoe Weight of Casing Crud. and Type of Casing New of Second Hand Slat of Hole Drilled Number of Sack or Cubic Fut of Cement Capin al Cementing (.1 through perforations) 24" 0 12' Plastic Class 120 100 psi, 4"wail New 36" ±2 yards 8" 0 56' Plastic Sch 40 PVC 1120, 160 psi New 18" Hung Gravel Packer • se, top, botany per Grated Intervals, *Ise and spacing of perforation and method.) 3" casing perforated 16 x 3" x 3/32" horizontal slots/ft. gravel packed. as the well directionally drilled? If yes, show coordinates at total depth ] Yes Q No Iectrical log depths lone her surr.ys lad Logger compliance with Sec. 3215, Division 3 of the Public Resource. Cod , Ih. Information giv.n herewith is a complete and correct record ci the sent condition of the w.11 and all work done thereon, so far as con b. J.I.rmin.d from all available record.. rn e therwin D. Yoelin drat '2 )(ars Drive- lup• ,.e Number 14/842-6331 100 (7/H4/OWKK/SM) 7.11. Engineer Crty Huntington Beach, CA 5i4 tar a eL Zip Cod. 92647 Dat. 8-20-89 SUBMIT IN DUPLICATE fIES09,galtieGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS WELL SUMMARY REPORT I API No 059-21409 Operator 141-1 MEMORIAL HOSPITAL PRESBYTERIAN Well "State of California" No. 7A Fr, Newport County Orange Sec. 28 T. 6S R. IOW e.d.ld. S.B. Location (Gins surface location from property or section comer, envoi center line and/or Calllotnla coordinates) 4,214' west and 3,091' north from Southwest Corner Section 28 Elevation of ground above 11.5 no loyal Commenced drilling (dal.) 8-14-89 Total depth Depth m.asur.menia token Detrick Floor II Which Is 0 from top oft Ground Rotary Table 0 Kelly Bushing 6ei above ground (lsl hole) 4.6 (2nd) 93.5 (3rd) Completed drilling (dote) 8-1E--89 Present .fl.ctiv. depth 93.5 GEOLOGICAL MARKERS DEPTH Commenced producing 0 Flowing 0 Gas lift (data) ■ Pumping Junk ' tome of producing aone(s) Formation and ago of total depth Miocene A-2 gas sand // . Clean Oil (bbGrovlly l per do ] Clean 011 Potent Wont Including enmblon Gat (Mcl per day) Tubing Pnuur• Casing Prsssut. Initial Production 0 0 Dry Unknown N.A. 5 psi Production ow 30 days Ice el Caring (API) Top of Casing Depth of Shoe W.Ipht of Casing GruJ• and Type el Collie Hew or S.uand Hand Slie of Hole Drilled Number of Sock Sock of C•m.nt Depth ol C.m.ndng in through routon D•r faros un s) - 24" 0 40' Unknown Unknown S.H. 36" 6.5 yds. 8" 0 93.5' Pla Sch 40 PVC 1120, 160 psi New 18" Hun, Gravel Packe lFDFnoercnrAtiun ,e. lap, bottom, far orate Imen ls, Ilse and spacing ol perforation and m.ihod.) 8" casing perforated 16 x 3" x 3/32" horizontal slots/ft. gravel packed. rat the well directionally drilled? II yes, show coordinates of iota) d•pih 3T•s gallo lootrieal log depths None ",•r surveys Mud Logger complionc• with Sec. 3215, Division 3 of the Public R.sourc.. CoJ., ih• information given herewith fs a complete and correct record of ih• •sent condition of ih• well and all work done Ihmon, so lot as con Ls d.temin•d from all avoilabl• records, ame Sherwin D. Yoelin dries so Mars Drive elep ens Number 714/842-6331 1:100 t7/04/0WRR/Sht) Sig d r TI11. En1ineer City Huntington' Beach, CA Date 8-20-89 Zip Code 92647 SUBMIT IN DUPLICATE MERRILL E. WRIGHT Geological & Petroleum Consultant 16168 Beach Blvd., Suite 201 Huntington Beach, CA 92647 (714) 375-4471 FAULT INVESTIGATION Mitigation Measure 67 Hoag Memorial Hospital Presbyterian Lower Campus Project Newport Beach, CA Client: Hoag Memorial Hospital Presbyterian 301 Newport Boulevard, Box Y Newport Beach, CA 92658-8912 Attention: Mr. L. Thompson, V.P., FD & C Job No: 1132 December 17, 1993 TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 2.0 PURPOSE AND SCOPE OF INVESTIGATION 1 3.0 PROJECT LOCATION 2 4.0 METHOD AND DESCRIPTION OF EXPLORATORY TRENCHING 2 5.0 BACKGROUND AND REGIONAL GEOLOGIC SETTING 2 6.0 LOCAL GEOLOGIC AND GEOMORPHIC CONDITIONS 3 7.0 TRENCH OBSERVATIONS 4 7.1 General 4 7.2 Trench No. 1 4 7.3 Trench No. 2 5 8.0 CONCLUSIONS 6 9.0 RECOMMENDATIONS 7 APPENDIX REGIONAL FAULT MAP Figure 2 TRENCH LOCATION MAP Plate A FAULT TRENCH NO. 1 Plate B FAULT TRENCH NO. 2 Plate C 1.0 Introduction This study represents the results of an investigation to meet the requirements of Mitiga- tion Measure 67. This measure can be found in the city of Newport Beach Findings and Conditions for Approval for the Hoag Hospital Master Plan. This investigation was performed according to our proposal dated September 17, 1993 and as authorized by you on November 18,1993. Mitigation Measure # 67 states, " Prior to issuance of a grading permit, the project sponsor shall ensure that the inferred fault traversing the site is trenched and monitored for gas prior to site grading and construction. If gas monitoring indicates a potential risk during grading, additional gas collection wells will be drilled to collect and contain the gas." There are two inferred faults shown on the various maps of the Lower Campus. The northwesterly trace is unnamed and is shown on old Division of Oil and Gas Maps (Zebal, 1968), while the principally northerly trace is named the Baico fault (Zebal, 1976). The approximate locations of these inferred faults are shown on the Trench Location Plan (Plate A). 2.0 Purpose and Scope of Investigation This fault investigation was performed to attempt to locate two faults inferred to exist on the site based on previous investigations by Zebal and Associates (1968) and Leroy Crandall and Associates (1989). To locate these faults, we have orientated and exca- vated two trenches approximately perpendicular to the inferred trends, as mapped by others. The location of these exploratory trenches is shown on the attached Trench Location Plan, Plate A. The objectives of this study were accomplished by the following scope of work: 1. Review of available published geologic data, and private geologic investigations performed by other consultants. 2. Limited geologic mapping of the site and vicinity. 3. Gas monitoring during exploratory trenching. 4. Excavation of two exploratory trenches across the projected alignments of both inferred faults. 5. Geologic evaluations, data compilation and review; and preparation of this report and attached drawings, including conclusions and recommendations. 1132faltgw Merrill E. Wright Page 1 Geological & Petroleum Consultant 3.0 Project Location The Hoag Hospital Master Plan Lower Campus project is located in the city of Newport Beach in Orange County, California. Specifically, the site is that area north of Pacific Coast Highway between Superior Avenue to the west and Hospital Drive to the east. The region of this investigation was limited to the northwest side of Hospital Drive. The location of the site and it's relationship to the nearby streets and the Alquist - Priolo Special Studies Zones is shown on Figure 1. 4.0 Method and Description of Exploratory Trenching The two exploratory trenches were excavated approximately 7 to 8 feet deep and 24 to 30 inches wide using a John Deere backhoe equipped with a 24 inch bucket. As these trenches encountered bedrock at a fairly shallow depth, it was not necessary to ex- cavate the trenches as deep as originally planned. The orientation, location, and depth of each trench were measured using a Brunton compass, 100 foot measuring tape, levels, and leveling string. The location of the trenches is shown on the Trench Loca- tion Plan (Plate A) and were determined by measuring from known structures shown on the Trench Location Plan. Each trench was measured and stationed in 5 foot intervals to provide horizontal control during the investigation and trench logging. In addition, a leveling line was placed in each trench to establish vertical control. 5.0 Background and Regional Geologic Setting The site lies along the southern margin of the central block of the Los Angeles Physio- graphic Basin. The geologic structure is dominated by northwest -trending faults associated with the San Andreas system. Faults, such as the Newport -Inglewood, the Whittier -Elsinore, the San Jacinto, and the San Andreas, are major faults of this sys- tem. They are all known to be seismically active, and the San Jacinto, San Andreas, and Whittier -Elsinore faults are known to have ruptured the ground surface in historic time. As a result of the Alquist-Priolo Special Studies Act of 1972, the State Geologist has delineated "Special Studies Zones" along known active faults. Cities or counties affected by the zoning must regulate development within the designated zones. Build- ing permits for sites within state designated zones must be withheld until geologic investigations demonstrate that a proposed development is not threatened by surface displacement from future fault movement (Hart, 1992). 1132fattgw Merrill E. Wright Page 2 Geological & Petroleum Consultant • 4 1! t OCF 44, EXPLANATION • FAULTS CONSDERED TO EE ACTIVE DURING HOLOCENE TIME WITH A HIGH POTENTIAL FOR SURFACE RUPTURE,. SOLID LINE WHERE ACLU- • RATELYtOCATEO, LONG DASH WHERE APPROX- •••s IMATELY LOCATED. SHORT GASH WHERE INFER- RED, DOTTED WHERE CONCEALED. QUERY (7) INDICATES ADDITIONAL UNCERTAINTY. Q Q SPECIAL STUDY ZONE BOUNDARIES. ! I . C 1 ��; . I • Tarty 144; .L Jar _.a t Svry, urn. .33ra,ught' ParYinc Ar ''I•: H: SCALE: 1 INCH = 2000 FEET. REFERENCE: STATE OF CALIFORNIA. SPECIAL STUDIES ZONES. NEWPORT BEACH QUADRANGLE. 190S. COLEMAN GEOTECHNICAL 3002 DOW AVENUE. SUITE 414 TUSTIN, CALIFORNIA 92650 PHONE (714) 573-0435 FAX (714) 573-0434 ' SITE LOCATION , - • • JOB NO. GATE DRIN I13a Ia/93 LAS 4 urc The Newport -Inglewood fault zone comprises a series of discontinuous faults and folds that trend northwest -southeast across the Los Angeles basin from Beverly Hills to Newport Beach and roughly parallels the more distant San Andreas faults zone, about 50 miles to the north. Based on the age of the rocks deformed or displaced, on the topographic expression within the zone, and on the large number of associated earth- quake epicenters, the age of faulting is youthful (Barrows, 1974 and Bryant, 1988). A small westerly portion of the site is included within the established Alquist-Priolo Special Studies Zone as shown on Figure 1. Aside from this area, no active or poten- tially active faults were detected within the site as mapped by Leroy Crandall and Associates during their geotechnical evaluation of the site in 1989. Figure 2 depicts the regional faulting within the general site vicinity. 6.0 Local Geologic and Geomorphic Conditions The project site is situated along the Northern side of Pacific Coast Highway between Superior Blvd. and Newport Blvd. The project site occurs as a narrow, relatively flat area bordered by an existing approximately 50 foot high, flat topped bluff to the east and by Pacific Coast Highway to the west. The moderately steep bluff is deeply eroded and incised by several shallow gullies and runnels . The Bluff has been interpreted as an ancient marine wave cut terrace which previously existed at the edge of Pacific Coast Highway, but has been cut back to its present location by excavation and borrow grading during the 1950's. Most of the current bluff exposes terrace deposits consist- ing of fine to medium grained, poorly to well bedded, white to light. grayish white sands, silty sands, and minor clayey siltstones. The unit contains occasional lenses of fossilif- erous sand containing mostly disarticulated bivalve shells. The distance from the base of the bluff to Pacific Coast Highway varies from 100 to 140 feet. As observed within our trenches, most if not all of the terrace deposits have been removed in the vicinity of the exploratory trenches. Terrace materials overlie the Miocene Monterey Formation bedrock along an old, nearly flat lying erosional contact which occurs approximately at the base of the bluff and is concealed by an extensive cattail wetland area that lies at the base of the bluff. The source of water for the wetlands is from groundwater seepage along the contact bet- ween the terrace materials and Monterey Formation. The Monterey Formation dips gently 5 to 15 degrees southwest within the project site. Beneath the site, The Monter- ey Formation is the apparent source of small quantities of natural gas, including hydro- gen sulfide gas, which is being produced from various sand horizons, that is currently being collected by three shallow wells. The gas from these wells currently flows through a series of pipes by a suction pump system and is then burned through a flare. These wells were installed in 1976 and have produced gas continuously up to this date. During 1989, two wells were relocated to allow widening of Pacific Coast Highway. 1132falt.gw Merrill E. Wright Page 3 Geological & Petroleum Consultant 7.0 Trench Observations 7.1 General The exploratory trenching exposed a surficial veneer of artificial fill overlying bedrock deposits within the depths explored. The artificial fill is essentially the same material as the Terrace deposits in the bluff face, but has been moved from ifs original location during the borrow grading which occurred at the site. The bedrock unit consists mostly of laminated to massive dark gray, slightly diatoma- ceous claystone and clayey siltstone with minor thin light. gray and brown sand beds, lenses, and stringers, and is referred to as the Monterey Formation. The bedrock is generally fresh to slightly weathered, but at some locations is moderately weathered up to a foot or more within the contact of the overlying artificial fill. The moderately weathered zone was also observed to contains trace amounts of secondary sulfur mineralization and un-identified yellow and orange oxide staining. The geologic features observed within each trench are shown on Plates B and C. 7.2 Trench No. 1 Trench No. 1 was excavated across the northwesterly trace of Zebal's unnamed fault approximately 250 feet west of Hoag Hospital Drive. The location of this trench is shown on the Trench Location Plan (Plate A). Geologic mapping within this trench revealed the following: Northeast of Sta 0+68, unfaulted bedrock was observed, evidenced by the presence of small mappable continuous sand stringers and beds within the Monterey Formation. These strata dip gently 5 to 10 degrees southwest. At Sta 0+68, a distinct and traceable bed of sand has been offset along a steeply dipping fault (southwest side up). Most of the movement along the fault appears to be vertical based on the uniform thickness of the marker bed across the fault. The fault appears as a approximately 1/16 to 1/2 inch wide zone of slickensided clay. Small elongated zones of cemented sand were also observed within the fracture zone. Southwest of Sta 0+68, the Monterey Formation is extensively jointed and fractured into a number blocks bounded by high angle fractures. Where discemible, sand stringers were observed to be offset from 1/16 to a few inches. Some of the fracturing/faulting (?) was accompanied by drag folding. A good example of drag folding occurs on the southwest side of first fault located southwest of Sta 0+68. Most of the sand stringers thin and thicken making these units difficult to follow. The rather indistinct nature of the beds made correlation between these beds and lens difficult to distinguish. Between Sta 0+97 to Sta 1+02, a highly sheared zone of claystone bedrock exists containing a 1132faltgw Merrill E. Wright Page 4 Geological & Petroleum Consultant number of slickensided, "polished" clay surfaces, several of which intersect and cross- cut one another. The original bedrock structure of the typical Monterey claystone as typically seen outside this zone has been destroyed within this zone. The general trend of the fracture/fault surfaces within this zone range from N 80 W to N 85 E. Several areas of seepage were noted within the northwest wall of this trench. The source of water is likely derived from the adjacent wetlands. The water is seen to be percolating along the contact between the bedrock and artificial fill, and in some cases within the uppermost portion of the bedrock unit. No seepage was noted past the fault at Sta 0+68. 7.3 Trench No. 2 This trench was excavated east of Trench No. 1 and across Zebal's inferred "Balco fault". Unlike Trench No. 1 , no continuous unfractured/faulted bedrock was noted for any appreciable distance along the the entire length of this trench. However, most of the fracturing/faulting observed consists of single, tight, high angle joints and fractures, with very few zones of sheared bedrock. In most cases, there is very little offset, and most of the sand stringers could be traced fairly easily across the fracture surfaces. Stratigraphic separations along many of the fractures and occasional drag folds in- dicate normal or reverse slip. A major exception to this is a sheared fault (?) zone which trends approximately N 17 E across the trench near Sta 1+10. Here, an approx- imately 2 inch thick sand marker bed has been offset a few feet. Evidence of horizontal movement is indicated by the non -uniform thickness of some marker sand beds on either side of this fault zone. A few sand marker beds adjacent to the fault zone have been drag -folded and smeared. In addition, differential deformation and shearing of the relatively incompetent claystone has destroyed most of the stratigraphic features within several inches of this fault. The bedrock adjacent to the fault fracture was chaotically slickensided. In addition, a slight hydrogen sulfide odor was apparent in fresh breaks of the claystone bedrock, which quickly dissipated. No measurable quantities of this gas could be detected with the monitoring device. Similar to Trench No. 1, seepage was noted in Trench No. 2 within the northwest wall of this trench. This was accompanied by precipitation of an unidentified rust -orange colored mineral upon coming in contact with the air. 1132falt.gw Merrill E. Wright Page 5 Geological & Petroleum Consultant 8.0 FINDINGS Our exploratory trenching indicates fairly wide zones of faulted bedrock which have not been fully delineated. Trench No. 1 revealed faulting, shearing and offset bedding within the Monterey Forma- tion which begins near Sta 0+68 and continues southwestward for an undetermined distance beyond the end of the exploratory trench. The initial faulting at Sta 0+68 occurs approximately 15 feet southwest of the inferred fault trace mapped by Zebal. The proximi- ty of the inferred westerly most Zebal fault (see Plate A) to this fault suggests that these two faults are the same. The inferred fault trends approximately N 62 W while the fault trace mapped at Sta 0+68 has a more westerly trend that ranges from N 75 W to N 85 W. Significant fracturing/jointing occurs throughout the length of Trench No. 2, However, a distinct sheared fracture zone trending approximately N 17 E occurs at Sta 1+10. This fracture occurs 35 feet southwest of the inferred Balco fault trace mapped by Zebal (1976)(see Plate A). With the exception of a few bedrock fractures, no zones of exten- sively sheared and faulted bedrock were noted near Sta 1+45 where the Zebal's Balco fault would intercept our exploratory trenching. As a complete sequence of unfractured bedrock was not found, the true location of the Balco fault may be located northeast of Trench No. 2. On the other hand, the significant sheared fracturing seen at Sta 1+10 may be the true location of the Balco fault and the minor fracturing on either side of this zone may be minor faulting associated with this main fracture. Attitudes of several frac- ture surfaces trend toward the northwest, which is similar to the inferred fault direction. As stated previously, the full width of faulting seen within each trench was not fully delineated through the exploratory trenching. The only zone of relatively unfractured/un- faulted bedrock occurs northeast of Sta 1+ 68 as shown within Trench No. 1. Limitations imposed by the existing wetlands precluded this investigation from extending northeast to the foot of the bluff where Pleistocene terrace deposits overlie the Monterey Formation. The lack of Holocene or Quaternary deposits within the trenches removed any direct evidence to determine the recency of activity of the observed faults. No offset was seen at the irregular contact that separates the thin veneer of artificial fill from the bedrock. Geologic reconnaissance of the bluffs and surrounding flat area east of the bluff face did not disclose any offset beds or any geomorphic escarpments along the general trend of the observed faulting. Previous mapping by Leroy Crandall and Associates(1989) also found no evidence of faulting within the Terrace deposits, or on the exposed bluff face. Faulting of the Pleistocene terrace deposits against the Monterey Formation approximate- ly 850 feet west of Trench No. 1 was noted by Leroy Crandall and Associates (1989), Zebal (1968), and this firm. This would make this fault potentially active under the guide- lines of the Alquist-Priolo Zone Special Studies Zones Act. As defined by this act, a fault is potentially active if it shows evidence of surface displacement within Quaternary time (1.6 million years)(Hart,1992). 1132falt qw Merrill E. Wright Page 6 Geological & Petroleum Consultant The top of the bluff has been altered by recent construction activity and grading which has eliminated any geomorphic expression offaulting. Due to the complexity of the Newport -Inglewood fault zone, no attempt was made to correlate the observed faulting to any of the mapped fault traces seen within the Alquist Priolo Special Studies Zone located approximately 850 feet west of Trench No. 1 near the property corner. The overall regional faulting in the west Newport Beach area is shown on Figure 2. Results of Gas Monitoring During excavation, each trench was monitored for hydrogen sulfide gas and combustible gases (methane, etc.) using a Gas Tech Safe T Mate, type 102 and Neotronics Digiflam 2000 gas monitoring devices respectively. The H2S detector is capable of detecting hydrogen suede (H2S) in the range of 0 to 500 parts per million (ppm); whereas the combustible gas detector responds to gas concentrations from .0005% to 100%, by volume. Continuous monitoring during trench excavation and during geologic inspection did not reveal measurable and sustained amounts of H2S or combustible gas. However, a brief but short lived quantity of H2S gas was detected with the monitoring device within Trench No. 2 at Sta 1+44. Occasionally, faint traces of H2S gas could be detected by odor when fresh bedrock was fractured with a rock hammer. These trace amounts of gas quickly dissipated into the atmosphere and could not be detected by the monitoring device. Careful monitoring for H2S and combustible gases were also performed along zones of fracturing and faulting with no measurable amounts of H2S or combustible gas noted. 9.0 CONCLUSIONS The exploratory trenches have revealed zones of fracturing/faulting which may be the same faults as those mapped previously by Zebal and others. The fracturing observed within our trenches appears confined to the Miocene Monterey Formation. As previously mentioned, only a slight odor of Hydrogen Sulfide gas was detected within the exploratory trenches and with the exception of a brief measured amount of Hydrogen Sulfide gas at Sta 1+44 within Trench No. 2, no measurable or sustained amounts of combustible gas or Hydrogen Sulfide gas were detected within the trenches or along the zones of fracturing. Grading that does not exceed the trenching depths should be relatively safe from gas hazards. Based on the our observations, additional drilling of gas collection wells is not warranted at this time. 1132falt.gw Merrill E. Wright Page 7 Geological & Petroleum Consultant In any case, it is recommended that all deep utility trenches and other confined excava- tions be monitored for Hydrogen sulfide and combustible gases prior to entry to detect the presence of these gases. The main H2S production is from thick sand beds located at approximately 80 feet below existing grade in Wells #5, and #7A. At well #6, hydrogen sulfide production comes from sand layers found between 15.0 and 52 feet below exist- ing grade. No thick sand beds were observed during our exploratory trenching. If thick sand strata are encountered during future excavation, special care should be taken to check for H2S and methane. The risks involved and ultimate decisions should be careful- ly determined by the owner and applicable goveming agencies. We feel that this investigation has sufficient detail to meet the intent of Mitigation Meas- ure # 67. The conclusions and opinions contained in this report are based on the results of the described geotechnical evaluations and represent our best professional judgment. This report is issued with the understanding that it is the responsibility of the owner or his representative to insure that interested parties have this information. Thank you for this opportunity to assist Hoag Hospital with their building project. Respectfully Submitted, /JG.E.229ames R. Coleman Lee A. Shoemaker Staff Geologist 1132faft.gw Merrill E. Wright Page 8 Geological & Petroleum Consultant REFERENCES Barrows, A. G., 1974, " A review of the Geology and Earthquake History of the Newport - Inglewood Structural Zone, Southern California" : California Division of Mines and Geology Special Report 114. Bryant, W.A., 1988, " Recently Active Traces of the Newport -Inglewood Fault Zone", Los Angeles and Orange Counties, California; California Division of Mines and Geology, Open File Report 88-14. California Division of Mines and Geology, 1986, Alquist-Priolo Special Studies Zone Map, Inglewood Quadrangle, Scale 1: 24,000, California Division of Mines and Geolo- gy, Sacramento, California. California Division of Oil & Gas, reprinted 1984, California Oil & Gas Fields, Southern, Central, Coastal, and offshore California, in Volume 2. Hart, E. W., 1992, "Fault -Rupture Hazard Zones in California", California Department of Conservation, California Division of Mines and Geology, revised Special Publication 42., Leroy Crandall and Associates, 1989, " Report of Geotechnical Evaluation for the Preparation of Master Plan and Environmental Impact Report, Hoag Memorial Hospital Presbyterian Campus". Morton, P. K., Miller, R.V., and Fife, D. L., 1979, "Environmental Geology of Orange County, California", California Division of Mines and Geology, Open File Report 79-8LA. Zebal, G. P., 1976, "Noxious Gas Seepage Control Program", in preliminary report to City of Newport Beach. Zebal, G. P., 1968, "Noxious Gas Seeps in Newport Beach", compiled in coordination with the Newport Beach Public Works Department. Ziony J. I., Yerkes, R. F., 1985, "Evaluating Earthquake and Surface -Faulting Poten- tial", in Evaluating Earthquake Hazards in the Los Angeles Region, U. S. Geological Survey Professional Paper 1360. 1132falt.gw Merrill E. Wright Page 9 Geological & Petroleum Consultant 1 J 6 LourNiry NEWPORT WEST NEWPORT Ala • MOUNT MON,m AFTER DIVISION OF 01L MO EFS N/FE CNN E Un. LEGEND DOLT IUTN ONRKFiCNT OVER 1000 FT. OW- N TM r.acEARNF OAS 100 FF. FAULT MITI 09LJOryENT O/El 10 FT. 4 f i " � .:: a PLATE 1. STRUCTURE OF WEST NEWPORT BEACH AND NEWPORT AND WEST NEWPORT OIL FIELDS ON TOP MIOCENE ADAPTED FROM LEHERENCE: Zebal, G., P., Map 136, in Noxious Gas Seeps in Newport Beach, March 1468 = 136 COLEMAN GEOTECHNICAL 3002 DOW AVENUE, SUITE 414 TUS11N, CALIFORNIA92660 PHONE (714) 573-5714 FAX (714) 573-0438 REGIONAL FAULT MAP JOB NO. DATE DR. BY 113a 19113 LAS F•i3urpa MERRILL E. WRIGHT Geological & Petroleum Consultant 16168 Beach Blvd., Suite 201 Huntington Beach, CA 92647 (714) 375-4471 FAULT INVESTIGATION Mitigation Measure 67 Hoag Memorial Hospital Presbyterian Lower Campus Project Newport Beach, CA Client: Hoag Memorial Hospital Presbyterian 301 Newport Boulevard, Box Y Newport Beach, CA 92658-8912 Attention: Mr. L. Thompson, V.P., FD & C. Job No: 1132 December 17, 1993 L • TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 PURPOSE AND SCOPE OF INVESTIGATION 1 3.0 PROJECT LOCATION 2 4.0 METHOD AND DESCRIPTION OF EXPLORATORY TRENCHING 2 5.0 BACKGROUND AND REGIONAL GEOLOGIC SETTING 2 6.0 LOCAL GEOLOGIC AND GEOMORPHIC CONDITIONS 3 7.0 TRENCH OBSERVATIONS 4 7.1 General 4 7.2 Trench No. 1 4 7.3 Trench No. 2 5 8.0 CONCLUSIONS 6 9.0 RECOMMENDATIONS 7 APPENDIX Page REGIONAL FAULT MAP Figure 2 TRENCH LOCATION MAP Plate A FAULT TRENCH NO. 1 Plate B FAULT TRENCH NO. 2 Plate C 1.0 Introduction This study represents the results of an investigation to meet the requirements of Mitiga- tion Measure 67. This measure can be found in the city of Newport Beach Findings and Conditions for Approval for the Hoag Hospital Master Plan. This investigation was performed according to our proposal dated September 17, 1993 and as authorized by you on November 18,1993. Mitigation Measure # 67 states, " Prior to issuance of a grading permit, the project sponsor shall ensure that the inferred fault traversing the site is trenched and monitored for gas prior to site grading and construction. If gas monitoring indicates a potential risk during grading, additional gas collection wells will be drilled to collect and contain the gas." There are two inferred faults shown on the various maps of the Lower Campus. The northwesterly trace is unnamed and is shown on old Division of Oil and Gas Maps (Zebal, 1968), while the principally northerly trace is named the Balco fault (Zebal, 1976). The approximate locations of these inferred faults are shown on the Trench Location Plan (Plate A). 2.0 Purpose and Scope of Investigation This fault investigation was performed to attempt to locate two faults inferred to exist on the site based on previous investigations by Zebal and Associates (1968) and Leroy Crandall and Associates (1989). To locate these faults, we have orientated and exca- vated two trenches approximately perpendicular to the inferred trends, as mapped by others. The location of these exploratory trenches is shown on the attached Trench Location Plan, Plate A. The objectives of this study were accomplished by the following scope of work: 1. Review of available published geologic data, and private geologic investigations performed by other consultants. 2. Limited geologic mapping of the site and vicinity. 3. Gas monitoring during exploratory trenching. 4. Excavation of two exploratory trenches across the projected alignments of both inferred faults. 5. Geologic evaluations, data compilation and review; and preparation of this report and attached drawings, including conclusions and recommendations. 1132fattgw Merrill E. Wright Page 1 Geological & Petroleum Consultant L r I 3.0 Project Location The Hoag Hospital Master Plan Lower Campus project is located in the city of Newport Beach in Orange County, California. Specifically, the site is that area north of Pacific Coast Highway between Superior Avenue to the west and Hospital Drive to the east. The region of this investigation was limited to the northwest side of Hospital Drive. The location of the site and ifs relationship to the nearby streets and the Alquist - Priolo Special Studies Zones is shown on Figure 1. 4.0 Method and Description of Exploratory Trenching The two exploratory trenches were excavated approximately 7 to 8 feet deep and 24 to 30 inches wide using a John Deere backhoe equipped with a 24 inch bucket. As these trenches encountered bedrock at a fairly shallow depth, it was not necessary to ex- cavate the trenches as deep as originally planned. The orientation, location, and depth of each trench were measured using a Brunton compass, 100 foot measuring tape, levels, and leveling string. The location of the trenches is shown on the Trench Loca- tion Plan (Plate A) and were determined by measuring from known structures shown on the Trench Location Plan. Each trench was measured and stationed in 5 foot intervals to provide horizontal control during the investigation and trench logging. In addition, a leveling line was placed in each trench to establish vertical control. 5.0 Background and Regional Geologic Setting The site lies along the southern margin of the central block of the Los Angeles Physio- graphic Basin. The geologic structure is dominated by northwest -trending faults associated with the San Andreas system. Faults, such as the Newport -Inglewood, the Whittler -Elsinore, the San Jacinto, and the San Andreas, are major faults of this sys- tem. They are all known to be seismically active, and the San Jacinto, San Andreas, and Whittler -Elsinore faults are known to have ruptured the ground surface in historic time. As a result of the Alquist-Priolo Special Studies Act of 1972, the State Geologist has delineated "Special Studies Zones" along known active faults. Cities or counties affected by the zoning must regulate development within the designated zones. Build- ing permits for sites within state designated zones must be withheld until geologic investigations demonstrate that a proposed development is not threatened by surface displacement from future fault movement (Hart, 1992). 1132faltgw Merrill E. Wright Page 2 Geological & Petroleum Consultant �- r— s '4 EXPLANATION • oc . N x FAULTS CONSIDERED TO t'F ACTIVE DURONG HOLOCENE TM/E WITH A HIGH POTENTIAL FOR SURFACE RUPTURE'. SOLID LINE WHERE ACCU_ RATELY LOCATED. LONG DASH WHERE APPROX. IMATELY LOCATED. SHORT DASH WHERE INFER- RED. DOTTED WHERE CONCEALED, QUERY C7) INDICATES ADDITIONAL UNCERTAINTY. SPECIAL STUDY ZONE BOUNDARIES. ' 1 I : r = \ \ParFinR Ar �3itro U/I't� SCALE: 1 INCH = 2000 FEET. REFERENCE: STATE OF CALIFORNIA. SPECIAL STUDIES ZONES, NEWPORT BEACH QUADRANGLE. 1911S. COLEMAN GEOTECHNICAL 3002 DOW AVENUE, SUITE 414 TUSTIN, CALIFORNIA 92000 PHONE (714) 5734435 FAX (714) 5774)406 ' SITE LOCATION , JOB NO. DATE OR. BY tin Ia/93 LAS I Ore I The Newport -Inglewood fault zone comprises a series of discontinuous faults and folds that trend northwest -southeast across the Los Angeles basin. from Beverly Hills to Newport Beach and roughly parallels the more distant San Andreas faults zone, about 50 miles to the north. Based on the age of the rocks deformed or displaced, on the topographic expression within the zone, and on the large number of associated earth- quake epicenters, the age of faulting is youthful (Barrows, 1974 and Bryant, 1988). A small westerly portion of the site is included within the established Alquist-Priolo Special Studies Zone as shown on Figure 1. Aside from this area, no active or poten- tially active faults were detected within the site as mapped by Leroy Crandall and Associates during their geotechnical evaluation of the site in 1989. Figure 2 depicts the regional faulting within the general site vicinity. 6.0 Local Geologic and Geomorphic Conditions The project site is situated along the Northern side of Pacific Coast Highway between Superior Blvd. and Newport Blvd. The project site occurs as a narrow, relatively flat area bordered by an existing approximately 50 foot high, flat topped bluff to the east and by Pacific Coast Highway to the west. The moderately steep bluff is deeply eroded and incised by several shallow gullies and runnels . The Bluff has been interpreted as an ancient marine wave cut terrace which previously existed at the edge of Pacific Coast Highway, but has been cut back. to its present location by excavation and borrow grading during the 1950's. Most of the current bluff exposes terrace deposits consist- ing of fine to medium grained, poorly to well bedded, white to light. grayish white sands, silty sands, and minor clayey siltstones. The unit contains occasional lenses of fossilif- erous sand containing mostly disarticulated bivalve shells. The distance from the base of the bluff to Pacific Coast Highway varies from 100 to 140 feet. As observed within our trenches, most if not all of the terrace deposits have been removed in the vicinity of the exploratory trenches. Terrace materials overlie the Miocene Monterey Formation bedrock along an old, nearly flat lying erosional contact which occurs approximately at the base of the bluff and is concealed by an extensive cattail wetland area that lies at the base of the bluff. The source of water for the wetlands is from groundwater seepage along the contact bet- ween the terrace materials and Monterey Formation. The Monterey Formation dips gently 5 to 15 degrees southwest within the project site. Beneath the site, The Monter- ey Formation is the apparent source of small quantities of natural gas, including hydro- gen sulfide gas, which is being produced from various sand horizons, that is currently being collected by three shallow wells. The gas from these wells currently flows through a series of pipes by a suction pump system and is then burned through a flare. These wells were installed in 1976 and have produced gas continuously up to this date. During 1989, two wells were relocated to allow widening of Pacific Coast Highway. 1132fak.gw Merrill E. Wright Page 3 Geological & Petroleum Consultant • 7.0 Trench Observations 7.1 General The exploratory trenching exposed a surficial veneer of artificial fill overlying bedrock deposits within the depths explored. The artificial fill is essentially the same material as the Terrace deposits in the bluff face, but has been moved from Ws original location during the borrow grading which occurred at the site. The bedrock unit consists mostly of laminated to massive dark gray, slightly diatoma- ceous claystone and clayey sittstone with minor thin light. gray and brown sand beds, lenses, and stringers, and is referred to as the Monterey Formation. The bedrock is generally fresh to slightly weathered, but at some locations is moderately weathered up to a foot or more within the contact of the overlying artificial fill. The moderately weathered zone was also observed to contains trace amounts of secondary sulfur mineralization and un-identified yellow and orange oxide staining. The geologic features observed within each trench are shown on Plates B and C. 7.2 Trench No. 1 Trench No. 1 was excavated across the northwesterly trace of Zebal's unnamed fault approximately 250 feet west of Hoag Hospital Drive. The location of this trench is shown on the Trench Location Plan (Plate A). Geologic mapping within this trench revealed the following: Northeast of Sta 0+68, unfaulted bedrock was observed, evidenced by the presence of small mappable continuous sand stringers and beds within the Monterey Formation. These strata dip gently 5 to 10 degrees southwest. At Sta 0+68, a distinct and traceable bed of sand has been offset along a steeply dipping fault (southwest side up). Most of the movement along the fault appears to be vertical based on the uniform thickness of the marker bed across the fault. The fault appears as a approximately 1/16 to 1/2 inch wide zone of slickensided clay. Small elongated zones of cemented sand were also observed within the fracture zone. Southwest of Sta 0+68, the Monterey Formation is extensively jointed and fractured into a number blocks bounded by high angle fractures. Where discemible, sand stringers were observed to be offset from 1/16 to a few inches. Some of the fracturing/faulting (?) was accompanied by drag folding. A good example of drag folding occurs on the southwest side of first fault located southwest of Sta 0+68. Most of the sand stringers thin and thicken making these units difficult to follow. The rather indistinct nature of the beds made correlation between these beds and Tens difficult to distinguish. Between Sta 0+97 to Sta 1+02, a highly sheared zone of claystone bedrock exists containing a 1132faltgw Merrill E. Wright Page 4 Geological & Petroleum Consultant number of slickensided, "polished" clay surfaces, several of which intersect and cross- cut one another. The original bedrock structure of the typical Monterey claystone as typically seen outside this zone has been destroyed within this zone. The general trend of the fracture/fault surfaces within this zone range from N 80 W to N 85 E. Several areas of seepage were noted within the northwest wall of this trench. The source of water is likely derived from the adjacent wetlands. The water is seen to be percolating along the contact between the bedrock and artificial fill, and in some cases within the uppermost portion of the bedrock unit. No seepage was noted past the fault at Sta 0+68. 7.3 Trench No. 2 This trench was excavated east of Trench No. 1 and across Zebal's inferred "Balco fault". Unlike Trench No. 1 , no continuous unfractured/faulted bedrock was noted for any appreciable distance along the the entire length of this trench. However, most of the fracturing/faulting observed consists of single, tight, high angle joints and fractures, with very few zones of sheared bedrock. In most cases, there is very little offset, and most of the sand stringers could be traced fairly easily across the fracture surfaces. Stratigraphic separations along many of the fractures and occasional drag folds in- dicate normal or reverse slip. A major exception to this is a sheared fault (?) zone which trends approximately N 17 E across the trench near Sta 1+10. Here, an approx- imately 2 inch thick sand marker bed has been offset a few feet. Evidence of horizontal movement is indicated by the non -uniform thickness of some marker sand beds on either side of this fault zone. A few sand marker beds adjacent to the fault zone have been drag -folded and smeared. In addition, differential deformation and shearing of the relatively incompetent claystone has destroyed most of the stratigraphic features within several inches of this fault. The bedrock adjacent to the fault fracture was chaotically slickensided. In addition, a slight hydrogen sulfide odor was apparent in fresh breaks of the claystone bedrock, which quickly dissipated. No measurable quantities of this gas could be detected with the monitoring device. Similar to Trench No. 1, seepage was noted in Trench No. 2 within the northwest wall of this trench. This was accompanied by precipitation of an unidentified rust -orange colored mineral upon coming in contact with the air. 1132faltgw Merrill E. Wright Page 5 Geological & Petroleum Consultant u `• 8.0 FINDINGS Our exploratory trenching indicates fairly wide zones of faulted bedrock which have not been fully delineated. Trench No. 1 revealed faulting, shearing and offset bedding within the Monterey Forma- tion which begins near Sta 0+68 and continues southwestward for an undetermined distance beyond the end of the exploratory trench. The initial faulting at Sta 0+68 occurs approximately 15 feet southwest of the inferred fault trace mapped by Zebal. The proximi- ty of the inferred westerly most Zebal fault (see Plate A) to this fault suggests that these two faults are the same. The inferred fault trends approximately N 62 W while the fault trace mapped at Sta 0+68 has a more westerly trend that ranges from N 75 W to N 85 W. Significant fracturing/jointing occurs throughout the length of Trench No. 2, However, a distinct sheared fracture zone trending approximately N 17 E occurs at Sta 1+10. This fracture occurs 35 feet southwest of the inferred Balco fault trace mapped by Zebal (1976)(see Plate A). With the exception of a few bedrock fractures, no zones of exten- sively sheared and faulted bedrock were noted near Sta 1+45 where the Zebal's Balco fault would intercept our exploratory trenching. As a complete sequence of unfractured bedrock was not found, the true location of the Balco fault may be located northeast of Trench No. 2. On the other hand, the significant sheared fracturing seen at Sta 1+10 may be the true location of the Balco fault and the minor fracturing on either side of this zone may be minor faulting associated with this main fracture. Attitudes of several frac- ture surfaces trend toward the northwest, which is similar to the inferred fault direction. As stated previously, the full width of faulting seen within each trench was not fully delineated through the exploratory trenching. The only zone of relatively unfractured/un- faulted bedrock occurs northeast of Sta 1+ 68 as shown within Trench No. 1. Limitations imposed by the existing wetlands precluded this investigation from extending northeast to the foot of the bluff where Pleistocene terrace deposits overlie the Monterey Formation. The lack of Holocene or Quaternary deposits within the trenches removed any direct evidence to determine the recency of activity of the observed faults. No offset was seen at the irregular contact that separates the thin veneer of artificial fill from the bedrock. Geologic reconnaissance of the bluffs and surrounding flat area east of the bluff face did not disclose any offset beds or any geomorphic escarpments along the general trend of the observed faulting. Previous mapping by Leroy Crandall and Associates(1989) also found no evidence of faulting within the Terrace deposits, or on the exposed bluff face. Faulting of the Pleistocene terrace deposits against the Monterey Formation approximate- ly 850 feet west of Trench No. 1 was noted by Leroy Crandall and Associates (1989), Zebal (1968), and this firm. This would make this fault potentially active under the guide- lines of the Alquist-Priolo Zone Special Studies Zones Act. As defined by this act, a fault is potentially active if it shows evidence of surface displacement within Quaternary time (1.6 million years)(Hart,1992). 1132fattgw Merrill E. Wright Page 6 Geological & Petroleum Consultant u The top of the bluff has been altered by recent construction activity and grading which has eliminated any geomorphic expression of faulting. Due to the complexity of the Newport -Inglewood fault zone, no attempt was made to correlate the observed faulting to any of the mapped fault traces seen within the Alquist Priolo Special Studies Zone located approximately 850 feet west of Trench No. 1 near the property corner. The overall regional faulting in the west Newport Beach area is shown on Figure 2. Results of Gas Monitoring During excavation, each trench was monitored for hydrogen sulfide gas and combustible gases (methane, etc.) using a Gas Tech Safe T Mate, type 102 and Neotronics Digiflam 2000 gas monitoring devices respectively. The H2S detector is capable of detecting hydrogen sulfide (H2S) in the range of 0 to 500 parts per million (ppm); whereas the combustible gas detector responds to gas concentrations from .0005% to 100%, by volume. Continuous monitoring during trench excavation and during geologic inspection did not reveal measurable and sustained amounts of H2S or combustible gas. However, a brief but short lived quantity of H2S gas was detected with the monitoring device within Trench No. 2 at Sta 1+44. Occasionally, faint traces of H2S gas could be detected by odor when fresh bedrock was fractured with a rock hammer. These trace amounts of gas quickly dissipated into the atmosphere and could not be detected by the monitoring device. Careful monitoring for H2S and combustible gases were also performed along zones of fracturing and faulting with no measurable amounts of H2S or combustible gas noted. 9.0 CONCLUSIONS The exploratory trenches have revealed zones of fracturing/faulting which may be the same faults as those mapped previously by Zebal and others. The fracturing observed within our trenches appears confined to the Miocene Monterey Formation. As previously mentioned, only a slight odor of Hydrogen Sulfide gas was detected within the exploratory trenches and with the exception of a brief measured amount of Hydrogen Sulfide gas at Sta 1+44 within Trench No. 2, no measurable or sustained amounts of combustible gas or Hydrogen Sulfide gas were detected within the trenches or along the zones of fracturing. Grading that does not exceed the trenching depths should be relatively safe from gas hazards. Based on the our observations, additional drilling of gas collection wells is not warranted at this time. 1132falt.gw Merrill E. Wright Page 7 Geologicaf & Petroleum Consultant 41 In any case, it is recommended that all deep utility trenches and other confined excava- tions be monitored for Hydrogen sulfide and combustible gases prior to entry to detect the presence of these gases. The main H2S production is from thick sand beds located at approximately 80 feet below existing grade in Wells #5, and #7A. At well #6, hydrogen sulfide production comes from sand layers found between 15.0 and 52 feet below exist- ing grade. No thick sand beds were observed during our exploratory trenching. If thick sand strata are encountered during future excavation, special care should be taken to check for H2S and methane. The risks involved and ultimate decisions should be careful- ly determined by the owner and applicable goveming agencies. We feel that this investigation has sufficient detail to meet the intent of Mitigation Meas- ure # 67. The conclusions and opinions contained in this report are based on the results of the described geotechnical evaluations and represent our best professional judgment. This report is issued with the understanding that it is the responsibility of the owner or his representative to insure that interested parties have this information. Thank you for this opportunity to assist Hoag Hospital with their building project. Respectfully Submitted, Lee A. Shoemaker Staff Geologist 2 Q9OFESS/04, heel CI 11. Cpet F2c "C No. GE 229 y 2 James R. Coleman G.E. 229 SgTEbrECHs\G. V` OP CAL*0 m 1132fa4w Merrill E. Wright Page 8 Geological & Petroleum Consultant REFERENCES Barrows, A. G., 1974, " A review of the Geology and Earthquake History of the Newport - Inglewood Structural Zone, Southern California" : California Division of Mines and Geology Special Report 114. Bryant, W.A., 1988, " Recently Active Traces of the Newport -Inglewood Fault Zone", Los Angeles and Orange Counties, California; California Division of Mines and Geology, Open File Report 88-14. California Division of Mines and Geology, 1986, Alquist Priolo Special Studies Zone Map, Inglewood Quadrangle, Scale 1: 24,000, California Division of Mines and Geolo- gy, Sacramento, California. California Division of Oil & Gas, reprinted 1984, California Oil & Gas Fields, Southern, Central, Coastal, and offshore California, in Volume 2. Hart, E. W., 1992, "Fault -Rupture Hazard Zones in California", California Department of Conservation, California Division of Mines and Geology, revised Special Publication 42., Leroy Crandall and Associates, 1989, " Report of Geotechnical Evaluation for the Preparation of Master Plan and Environmental Impact Report, Hoag Memorial Hospital Presbyterian Campus". Morton, P. K., Miller, R.V., and Fife, D. L., 1979, "Environmental Geology of Orange County, California", California Division of Mines and Geology, Open File Report 79-8LA. Zebal, G. P., 1976, "Noxious Gas Seepage Control Program", in preliminary report to City of Newport Beach. Zebal, G. P., 1968, "Noxious Gas Seeps in Newport Beach", compiled in coordination with the Newport Beach Public Works Department. Ziony J. I., Yerkes, R. F., 1985, "Evaluating Earthquake and Surface -Faulting Poten- tial", in Evaluating Earthquake Hazards in the Los Angeles Region, U. S. Geological Survey Professional Paper 1360. 1132faltgw Merrill E. Wright Page 9 Geological & Petroleum Consultant 1 1 1 1 0 16+ 2:4;.” NEWPORT WEST NEWPORT COUNTY SEO OOY ICOIFIW OUR COMM OF OL FIo SAS •VS O30414 DIM GLOLNO WAS 1NTN OOPIJCOOT OVEN 1000 FT. F10LT T !TN OSILACIDAVIT OY[N 100 FT. FAULT INTN O&LICD CNN O/OI I0Fi 4 PLATE 1. STRUCTURE OF WEST NEWPORT BEACH AND NEWPORT AND WEST NEWPORT OIL FIELDS ON TOP MIOCENE ADAPTED FROM ]REFERENCE: Zebal, G., P., Map 136, in Noxious Gas Seeps in Newport Beach, March me • SCALE ' tw - ir wont MO, SC/ • wJe ✓ Pus NMIn .. • not asu. .. WO.. 136 COLEMAN GEOTECHNICAL 3002 DOW AVENUE. SUITE 414 TUSTIN, CALIFORNIA 92660 PHONE (714) 573-5774 FAX (714) 573-0433 REGIONAL FAULT MAP JOB NO. DATE DR. BY 113a. Ia/93 LAS pi3urea Sent by:,HOAG FACILITIES DESIGN & CONST 949 574 4466; a 08/17/00 11:33; JptFax #42; Page 1/2 19rit FACILITIES DESIGN & CONSTRUCTION , ONE HOAG DRIVE • BOX 610o • NEWPORT BEACH CA • 92652-8100 TRANSMITTAL Date: August 17, 2000 To: Genic Garcia City of Newport Beach, Planning Department 3300 Newport Boulevard Newport Beach, CA 92658-1768 From: James Easley Project Manager Facilities Design and Construction Reference: Hoag Project Number 1255.20 East Parking Structure Subject: Mitigation Measure: 105 Comments: Phone: 949-644-3208 Fax: 949-644-3250 Phone: 949-574-4467 Fax: 949-574-4466 Genic, Per our telephone conversation this morning regarding the excavation and transporting of removed soil and mitigation measure 105. The contractor for Hoag Hospital, McCarthy Building Companies, Inc. is requesting a conditional approval per the attached letter, Should you have any questions or concerns I can be contacted at 949.574-4467. Sincerely, Jim Easley JE: xx e: Chron rile 125E 2e-sa.3i-MITIGATION MESURES LTR TO CITYa-17-o0 QQ$FJQNTIAl-ITY/DISCLPBURE WARNING: This transmittal contains PRIVILEGED AND CONFIDENTIAL information intended for use by me recipient named above. Use, copying, or distributing by any other person Waylay prohibited. if you have received this transmittal In error, please notify us Imntedtetab by telephone and return the misdirected iransmittal to us by U.S. mall (or as directed by the sender). Thank You Sent by:yHOAG FACILITIES DESIGN & CONST 949 574 4466; 4060WEST COAST HIGHWAY NEWPORr 9EACH, CALIFORNIA92663-2554 (949) 760-5560 FAX (949) 760-5581 August 17, 2000 Hoag Memorial Hospital Presbyterian Facilities Design & Construction 1501 Superior Suite 310 Newport Beach, CA 92663 Attn.: Jim Easley Re: Hoag Hospital Parking Structure Sub: Mitigation Measure No. 105 — Truck Tarps Dear Mr. Easley Les Farrow Excavating and Grading, Inc., is requesting Hoag Hospital to make an exception to mitigation measure no. 105 — and not be required to tarp dirt hauling trucks. This request is based solely upon the unavailability of adequate quantity of trucks which contain trailer tarps, In lieu of complying with mitigation measure no. 105, Les Farrow has agreed to the following measures, 1. All trucks transporting soil and debris from the project site will be only loaded up to a maximum height of 6" below the trailer side rails. 2. All trucks transporting soil and debris from the project site will have the soil and or debris watered in such a manner to suppress any wind blow material exiting the truck trailers. McCarthy and Les Farrow understand that we are being granted a conditional approval for exception and modification to mitigation measure no. 105, and that at any time Hoag Hospital can revoke this conditional approval and enforce the terms and conditions of our contractual agreement. Please contact me in the event you have any further questions. Sincerely, Sincerely, McCarthy Brpotthe ompany Les 9w xcavatit • a) Grading n Vander Ro Lans/ o' r e igh ject Manager General Manager cc: File 2.0 CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658.8915 June 21, 2000 Ms. Annette Shwe, Associate Architect OSHPD 107 South Broadway, Room 7106 Los Angeles, CA 90012 RE: Cardiology Remodel -Hoag Hospital Dear Ms. Shwe: Staff has reviewed the plans submitted by Caruana and Associates, to the City of Newport Beach for the Cardiology Remodel at Hoag Hospital. The plans dated February 17, 2000 are in compliance with the Zoning requirements of Title 20 of the Newport Beach Municipal Code and the Hoag Hospital Planned Community District Regulations. If you have any questions, please feel free to contact me at (949) 644-3208. Sincerely, PLANNING DEPARTMENT &ia a'- �yQiLL'L Associate Planner Cc: David Chartier, AIA Caruana & Associates 3300 Newport Boulevard, Newport Beach 09-08-1997 07:08AM FROM 3EP-04-1997 THU 1215E ID:CA COH�IH� TO 6443250 P.03 sommee REVEV,c, SEP 81997 - CALIFORNIA S�Or 270 Cagr+ly4Siiu0fifl Newport each, CA 92663-2696 September 1, 1997 Attn. Meg Vaughn Coastal program Analyst calilornia Coastal Commission South Coast Area P.O. $Ox 1450 l F ath ggr 200 oceangatse loth loor Long Beach, CA Seta. t Permit No. 5-92-368-A1 Gsntlepersona: 1 am strongly in favor of the relocation and upgrade of the existing methane gas elimination system, including the movement of the flame 1000 ft. to the west. 1 believe this action will result in significantreduction of imposer° of hydrogen aflresidents of Villa gases, Balboa to noxious 9 Apt. No. 311, in Villacommend �. fornhiswan many hours ofof 270 ework nin initiating this action. cc.: Kr. Edwin Cowan Respectfully yours, Victor B. core). 09-08-1997 07:08AM FROM TO 6443250 P.02 STATg OF CALIFORNIA-TME RESOURCES AGENCY CALIFORNIA COASTAL COMMISSION South Coast Ana Otfia 20000n *9 tt.ioth Moor LLona Beach, GA 9Q0024302 072) PETE WILSON, Germ - DATE: September 2, 1997 TO: Commissioners & Interested Persons FROM: South Coast District Staff SUBJECT: Commission Meeting of Application No. 5-92-368 Ad (Hoag ay pHospitatember l)1997. Hospital). Item Newport Beach, Orange County. The att6Ched three letters of objection were received in the South Coast District office on September 2, 1997. The fourth letter, also attached. was receivedtember the project based7 and uanorts viewshe lookingsfromrtownhomesect. he first located across Coast Highway to the project and based on the sulfur and methane smell emanating from the project. The second and third letters object to the project based on obnoxious odors associated with the project and to receiving tthen the location public hearing oless two weeks prior to the hearing date and Regarding the objection based on views from the townhomes to the site: as proposed the pro ect will be screened from views from Coast Highway with fencing and vegetation and so will not create adverse impacts to public views, Regarding the objection based on odors produced by the project: the existing gas flare burns off the gas without first removing the sulfur content in the gas. The proposed project would remove sulfur compounds from the gas, principally hydrogen sulfide, to a level of 5.0 ppm from the current level of 4,000 ppm. Consequently. the proposed project would most likely result in a decrease in noxious odors from the gas flare. Methane gas alone has no oder. Regarding the timing of the public hearing notice and the locatioh of the hearing: the public hearing notice was mailed out on 8/28/97, eleven days prior to the hearing date of 9/9/97. The California Code of REN1AtiOns requires that notice be dispatched no later than 10 days preceding the meeting. The proposed project wes noticed consistent with the Regulations and the Commission's standard practice. The existing gas elimination system is deteriorated. If the existing system were to fail. dangerous gas accumulation would result. For this reason, the South Coast Air Quality Management District (SCAQMD) has requested, in a letter dated July 18, 1997 (attached to the staff the subject eamendment. Inport as taddition, the SCAQMD that the shas indicated ion expedite tthat he rdelaying of the project will adversely impact air quality, in that the existing gas flare allows significantly more sulfur to enter the air than is allowable by SCAQMD regulations. The proposed project will reduce the sulfur content emitted into the air. Consequently, Commission staff agendized the proposed project at the next available hearing after the application was deemed complete. The next available hearing was the September Eureka hearing. 95Z8F 09-08-1997 07:09AM FROM TO p es 6443250 P.04 .w.r I.. 4. ZA10ENRR Sos; ss.m, a 90940 71l«dTX-CMS DATE i y flpF. r i a19 7 PAX 8 4,2 use-sQfl MD; as~raa 11717/: Kw imam FAT 47544540 Pimp Iof 3 RS: rr�II/n IZ rfa. .. APPLEILU j'L{ 1SZ 4i�iM�.i � MAR MO.VAUOEtis TEE 144144oW TES ABOVE nEMI`i' TO RELOCATE THE ANTA1ME ffl ELI► IRATION W OLO RAVE A MOZIERoolga ADVERSE MSC! ON Tfl ,REEIMMTE D!' MEET .iOMA= B8tCE. C�ODOR 4=4 OOR OMSIawi COMPLEX MOS CONDE 8 OOM8 'it TRH �IT � c 0 2110 SIlall TOR VI• OLS TTO BRSI 1A 111 T aW W0&T WHEN WE URMAN IT WILL RAA TRR RIALMOST B T►3 S IMACT MAW nis atuzm PROPERTY IS THIS ARM. NE RAYH BUTA$RED TR6 #640 R* OF OVR SEA MALL IlIR DAMAGE TO BLit HOMES MICE EAM BERM EXTERN ILY COSTLY, IS TM COMMISSION MOLD ALLOW TEIS MKT it' WILL TANS OUR PROPERTY LIES TEEM OEMIEAUE AND M X ND VALOR. 'Pink waUW ER A VERY °RAVI ZIUUSTICE TO ALL 74141XDINTA Ili MST UNMET. IT IS OF ORRAT COEiE;RM MI! THIS MUM I8 MING WALD MORI = Or AYPECTAD • • AMMO IDNTTT= SNORT OR O * MAWS memo**, HAm1""- IIIMaga • M)!tR 2010000EAS • 00141 09-08-1997 07;09PM FROM ' SEP 02 '97 09;47 RON E. PRESTA 714 7S9-12BB TO 6443250 P.05 F.1 404 NEWPORT BEACH TO NHLJSEEeOtneWNER8' ASSOCIATION cia i 2112 West DuVoy Drive Anaheim, Califon* 11I104 Iapembst1. Ian California Castel oommitaton Atie • nog Vaughn nut Coast Ataa mica r t,ptp Moak `Canto/net oiasoi O$ Nu MamiB Apptlsstion nia leaf Doer Mem the proposed posed Nawp nR fttl*Rmethane gas lirToWnhousa e sisok. Ths P pond alta Is ng, Association, Inuit tight by o n Iocatl y Impeded by �r. ttuur a id nsihrnt uin*111 aeswe bank, n and further would w tett' hvmo a Thu auttIodrw on o pl to the n u r as pmraa� Dula Mal beaten eine nite to epos the *ndowo I1 Our honsea. Ws lama eta ooimulsslan to nut allow thM change to bt approved on this osiandar. our tammuntty has butt vary hard hH with the w4denM9 04 Ihs Coact highway free Mat MN anthem And liming), wt tout 19a teat of swag In a a*t*Itranhit uninwna inn. is resulting Increased highway noise levels coupled with thr aannntants for II$IM t0 tiM aewtii and nix hams damaged by the lost, haw mare M almost intaoaslble for Weiss to sell their ou t Many fat their units go back to than eWh nder, am ban had no ahalo b PLUM, our aommunity an not take the additional stigma at htaardow, emery erasio M. Vow help on this win ha giudv spprloiats0. mneet•ty, Allyaen Colin bin Psus1dsnt gas Illkmov nsl 09-06-1997 07.10AM FROM WILLIAM TO 6443250 P.06 Sep 110 s4RUb n0.uulp►.V& MOndatl.IfOCIlfdYOtt 1907 Ion Met oA beer Meg Yeubitm t10411•001 M *ad tot W Sob° Memse�l jai. ?OM 1 eyed a neu ow Sit 1 muk$ M* of $*IQI1 of h will DIMOTWY hrped OW pointy of 1 , ie of pet d sionkatn to of f tlnalli to Sift ninon* ON elimin�n slam a*slob 501a�t for IkOM I 0 albite* Woo *w to Fittonwoe hem Is owning m fl mat location the. yeast* 1 sera ttvW In tM ■res, selevOian1MYi hove O much In wtdwtM toting en boron ec It*** , l Mo� nonMinrly numbematiant1 Indrs of people. I SOW* Nf00 � this ynpap►poomnitttMtlf eftlotmg Ale het Se unreachab4 to (Metal Nob a Sian nnn.p on u � Immpporta n lie sees bees the � at tie te Maths pilot Is to be tooted It Windy dlRloWt ror 10011 opptanlon to amend without MOnIllowa wpm* n Y requested that thle Mint bs mmuwd ttanl the wale erlsnde. roogootott WI this Manny be uanaturad tb Nwtpon. OHO Ohm Mal tsaoanis can steed end bo it is taqusMIa tank et least Iwo Weene nohaa be tivsn 'nor to a maw hoothe, K N requniad th4 this prow pot be Mlle and until s (air, Impartial, and Nonni* MOIMg am be 1>M1see atsce(tainly1001onttt ae�nt(lslnttheCaliforniacoastal Ca�1MNlalo y o*leMMY in deem flsL MOM MOW Itaildantr MOS beset Heaped Meeehh.OA�hwsy 09-08-1997 07:10fah1 FROM 9i-7Yr By; AW OFFICES ; e- 5-27 :12:15rM TO 6443250 P.07 IWIJI •uua Limit u...., ••• -• - SOUP, LOOMIS & JOHNSON& UP A WAITED UAUIU1Y PARTNERSHIP IMWEU 23101 take Center Drive, Sub 310 take Fereit, California 92630 Tckpbot*: 01414724377 Facsimile. (714)a72 2317 • FACSIMILE 7BAIJSMJTTAL DATE; September 5,1997 Ter Mog vsughn COMPANY; Mint Coastal Commission MOM: Pctor Iiulzor. kq. FAX NO; (362) 590• 50134 FAM PM NO: COMMENTS: PleRsa be ad„is M that tit arc appearing Err - Palo on behalf of Newport Beech Townhonisr, for a restraining order and/or a emit of mandate to prohibit the coastal commission from approving permit. We will be appearing in tho Orange County Superior Corot, 700 Civic Castor Drive. west. Sass An. California an Monday Scotembar 8, 1997, at 1;30 pain dividon as posted. Your permit number is S-92.3684t. applicant Moe la Hoag Memorial Hospital, TOTAL GP S. PAGE; INCLUDING MS COVER ERnrt. vs. ems, +r+rai k tar ow asamelw Nee of s4sr-rs M4 tenant cwiaeasfel, pri megoa wed nal►e doeilea kkmeeaae. Hiram radplaa of the Uuwepttbeet Ike Stsee%asuwean.. millateeISMwAn1ehamaasga torho aiiaee Ercb Aolplas.Nprofaned ham may ormieOSalltlis M say arty. V Tau have raseieul Ut rereeMo W nllllaflL ORS dill ere kinmillnidy mud dotty The tlaleen nweamps. IMEEIEle Air +ONENESS 09-06-1997 07:11AM FROM TO 6443250 P.OB -- VWILLTRM MTI,1-ER TEL Na.714-642-6134 Se S,'�f n.Lo nu.��eSZ't 1 s r-eel-•1997 16; 49 MFRII YN G ARE + omnYl has OHS a Satftt still'rg .1M6 * i�ow PD. OP ifir mvs nut*'+ term lesumsow pedalo senearta tne wont September 4,199/ M. 'SKEWER ARILVN- wCar,one Me. Meg VISA Coastal Pusan& Analyst Califtents Coeval Commission Muth Cast Ares 200 Osamu; i41hFloor Long Hunch, CA 90RO2-i302 Dear lrta. Venom! him recently come to my attention that the ColiWG" Coastal Commission will hold shaming in Eureka at the request ofHoag 1 ttlPresbyterian u b �eennto Sj�yber9,1997, I strongly urge toattetbetaersei almta s p ribrsouthernCullfornlsama. tine matter but tutbin elf eadtetidar and rescheduled While the relocation of the median+ i°R proucasor on the Hoag Memorial wspttal roads m.Y be mesas* to react moths dangers to the Hoat+ttaPs cbltd cant center, the cunt proposal apl tov health mitts ibr the number of families who live neer the proposed relocation reesot sitar Thew potter dangers should be evaluated baling s decision regarding the permit by the Coytruidwlou is msdo. further, It is my tusderstaading that the last residents, wbo would be � eiths Wetted try Warning of this permit, bad received only a two week reputing hich g Igo justly wort tut, he these individuals 1dj lest n a*t us twopo weeks and rya the Mite In Humus. • Miring la to be bald is 1a.+ttua taw weeks Po: these reawna,1 strongly urge the numbers oldie CAiltnula C ASA Commission to time matter up on the septa nber 9thhearing, 1n4vb•�e `d�� blly reconsider b tbringingCui mttnbers reschedule the herring, preferably gas so as to request provide at the adequate tei b110 end seriously evaluate tit relocadout of the methane proosnor to Me proposal iacssi n. nep' ann W efI x iaha FUNK awand %Or. hwraROWS Pose 09-06-1997 07:11AM FROM htil l TRM MILLERILL nn . f d4-04L-01J4 atallIPIPOren 5EP-0441.99 i W V. na (IL.,n t............. TO oar 6443250 P.09 P.03'v_ 3 floptembir 4,1997 Ps$402 Una& you for your consideration at Ohio *tort If you hive any questions regarding this matter, ptens do not hesitate to contain mast (916) 445-7222. $iAusir a lasiattlyn CI, Dower an: Wattbem CV1lbraisCoa+ml Commission Mr. H111 Milks TOM. P. to 09-09-1997 07:12121M FROM OVUM Da:01 TIM ion loon none un, TO UUN . 6443250 P.10 Newport Beach Townhouse Owners' Association oh, Measgewers 2872 DeVoy Anshgim, CA 42104 (714) 9264349 September 4, 1097 Ms. Mn Vaughn CALIFORNIA COASTAL COMMISSION P.O. Box 1460 200 Owangste. 10th Floor Long Beads, CA 90602-4416 Re: PERMIT NUMBER; 6•e2-3tie-Ai Dear Me. Vaughn. The owners of the Newport Beach Townhomee are strongty opposed to the above referenced project and hereby aubmlt written testimony under the provisions of the Ceilfornie Health end Safety Code 42302.1. Relocation of the West MethaneGee Highway (Californiation rrostem trute t and Newpom de current ort Blvd (Route junction5othe f proposed location Will place this envfonmental hazard directly arose West Coast Highway from cur homes st 4401 through 4421 West Coast Highway, Newport Beech, CA. Our bedroom windows will be Approximataly160 feet from a potential source of toxic fumes and an "yaw* We we renowned that this project will: • Hsovk In methane Pa and hydrogen sunde odors In end ground our homes. • Result in more overall traffic noise due to the necessity for trucks to service the dtemlcata In the Methane Gas Elimination System. • Result In Increased artificial lighting at night due to lighting eround the Methane Gas Elimination System: • Result in methane gas and hydrogen sulfide odors In both our community and nsigheing Balboa Cove as a result of moving the Methane Gas Elimination System upwind against the prevailing Westerly winds. • Result in threats to our, end our children'', health duo to release of toxlo fumes into the ace. Result In en eyesore. The truck accosts the proposed Syatsm is not shielded by proposed plantings end faces our homes. • Result In reduction of our property vatuoe duo 10 the degraded environment. Please note that the proposed 'emended location is the name distance from our homes es the ci rent collection and bum•off facility Is from the Hoag Ho_rpl$ day care center. In the STIPULATED ORDER FOR ABATEMENT AND PINNDDINOS AND DECISION OF THE HEARING BOARD, Caen No. 4444-1 of the 09-08-1997 07.12AM FROM TO 6443250 P.11 South Coast Air Quality Management District, 13 June 1997, CONCLUSIONS, paragraph 8, Hoag Hospital is required to install and maintain carbon dioxide, methane, and hydrogen sulfide 24 hotr monitors and racwdore at the Hoag Hospital day care center. The toxic gafeee from the new facility will be more harmful to the 24 hour per day, 7 day per week residents of our community than they ere to the part time users and employees of the day core enter. Our homes hens boon hero over 20 yews. The Hoag day care center le recently constituted. We request that Hoag Hoepltere request for relocation of the Methane Gee Elimination System, Permit No. 6-92.358-At be dented. We requeE that the hearing on Permit No. b-92-368-At,scheduled for Tuesday, September 9, 1997, In Eureka, CA, be rescheduled for a future date End a location close to the subject project to allow attendance by affected local residents without undue financial hardship, Yours wry truly, Bows Houghton President Newport Beach Townhouse Ovmere' Aeeoclation cc: Board of Directors TOTAL P.11 State Water Resources Control Board WInxton H. Hickax ronmtntot ttcnon November 15,1999 Division of Water Quality 9111 1' Sirai • Sacramento. California 951114 • (916) 657.090 \I:nP tt. Ik,. 1977 • Saamncoto. California812- 8gov FAX (916) 657.1011 • Into -tut Address: ttpa i�� LEIF THOMPSON HOAG MEMORIAL HOSPITAL ONE HOAG DR NEWPORT BEACH, CA 92658-6100 File 125 S• 2 O ' = L kastiffiVIRED /*QW'S2" 1999 F 1:itid'StOESIGN & (&• t'ebNSTRUCTION RECEIPT OF YOUR NOTICE OF INTENT The State Water Resources Control Board (State Water Board) has received and processed your NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. Accordingly, you are required to comply with the permit requirements. Your WDID identification number is: 8 305312092. Please use this number in any future communications regarding this permit. SITE DESCRIPTION OWNER: HOAG MEMORIAL HOSPITAL DEVELOPER: HOAG MEMORIAL HOSPITAL COUNTY: ORANGE SITE ADDRESS:ONE HOAG DR NEWPORT BEACH. CA 92658-6100 COMMENCEMENT DATE: I/1l00 EST. COMPLETION DATE:4/1/03 When construction is complete or ownership has been transferred. dischargers arc required to notify the Regional Water Board by submitting a Notice of Termination (NOT). All State and local requirements must be met in accordance with Special Provision No. 7 of the General Permit. I have enclosed a NOT for your future use. If you do not notify the State Water Board that construction activity has been completed you will continue to be invoiced for the annual fce each October. If you have any questions regarding permit requirements. please contactyour Regional Water Board at (909) 782-4130. Sincerely. Re. Siii;ralibv-- Audrey Shit lizu Storm Water Unit Division of Water Quality Enclosure lalifrrrnia Environmental Protection Agency 2d Rtc)oled Paper via l wernor State Water Resources Chid Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER No. 99-08-DWQ) I. NOI STATUS (SEE INSTRUCTIONS) it MARK ONLY ONE ITEM 1. li New Construction , 2. 0 Change of Information for WDID# 11. PROPERTY OWNER Name: Hoag Memorial Hospital Presbyterian contact Person: Mr. Leif Thompson Mailing Address: One Hoag Drive rue. V. P. Facilities Design & Construction city: Newport Beach State CA Zip 92658-6100 Phone ( 949) 646-8901 111. DEVELOPER/CONTRACTOR INFORMATION Developer/convector. Hoag Memorial Hospital Presbyterian Contact Person: Mr. Leif Thompson Mailing Address: One Hoag Drive rue: V. P. Facilities Design & Construction city: Newport Beach State CA Zip 92658-6100 Phone ( 949) 646-8901 IV. CONSTRUCTION PROJECT INFORMATION Site/Project Name: Hoag Memorial Hospital Presbyterian Upper Campus site contact Person: Mr. Leif Thompson Physical Address/Locaton: One Hoag Drive - Latitude 33.62575° Longitude -117.933° County: Orange 'city (or nearest City): Newport Beach Zip 92658.6100 Site Phone Number ( 949) 646-8901 Emergency Phone Number ( 949) 646-8901 A. Total size of construction site area: 5 Acres C. Percent of site Imperviousness (Including rooftops): Before Construction: 95 % D. Tract Number(s): E. Mile Post Marker. 8. Total area to be disturbed: 5 Acres (% of total i) Alter Constnxdion: 95 % F. Is the construction site part of a larger common plan of development or sale? G. Name of plan or developmen: Upper Campus Development YES® NO • H. Construction commencement date: 01/01/2000 I. Y. of stte to be mass graded: 15 - J. Projected construction dates: Complete grading: 02/01/2000 Complete project: 04/2003 K. Type of Construction (Check all that apply): 1. 0 Residential 2. ® Commercial 3.0 Industrial 6. 0 Utility Desciption: 7. 40 Reconstruction 5.0 Transportation SF other (please ust): Medical Center/Hospital SEND BILL TO: i OWNER (as in II. above) Name: Hoag Memorial Hospital Presbyterian contact Person: Mr. Leif Thompson ❑ DEVELOPER Mailing Address: One Hoag Drive Phone/Fax: (949) 646-8901 (as In III. above) Fax (949) 646-7741 0 OTHER city: Newport Beach State: CA zip: 92658-6100 (enter information at right) VI. 'REGULATORY STATUS J I A. Has a local agency approved a required erosion/sediment control plan? (Submittal) YES g] NO 0 Does the erosion/sediment control plan address construction activities such as infrastructure and structures? YES ® NO ❑ Name of local agency my nl Newpnn Renrh — Puhlir carve Phone: (949) 644-3309 Is this project or any part thereof, subject to conditions Imposed under a CWA Section 404 permit o1401 Water Quality Certification?........ YES 0 NO IA.r If yes, provide details: VII. RECEIVING WATER INFORMATION A. Does the storm water runoff from the construction site discharge to (Check all that apply): 1. 0 Indirectly to waters of the U.S. 2. ® Storm drain system - Enter owner's name: City -of Newport Beach 3. ❑ Directly to waters of U.S. (e.g. , river, lake, creek, stream, bay, ocean, etc.) B. Name of receiving water. (river, lake, creek, stream, bay, ocean): Newport Island Channel — Pacific Ocean VIII. IMPLEMENTATION OF NPDES PERMIT REQUIREMENTS A. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) (check one) ® A SWPPP has been prepared for this facility and is available for review: Date Prepared: 9/17/99 Date Amended: / O A SWPPP will be prepared and ready for review by (enter date): / / ❑ A tentative schedule has been Included In the SWPPP for activities such as grading, street construction, home construction, etc. B. MONITORING PROGRAM 111 C. PERMIT COMPLIANCE RESPONSIBILITY ❑ A monitoring and maintenance schedule has been developed that Includes Inspection of the construction BMPs before antidpated storm events and after actual storm events and is available for review. In Progress If checked above: A qualified person has been assigned responsibility for pre -storm and post -storm BMP Inspections to Identify effectiveness and necessary repairs or design changes YES ® NO❑ Name: William O'Braltis — Law/Crandall Phone: (323) 889-5300 A qualified person has been assigned responsibility to ensure full compliance with the Permit, and to implement all elements of the Stonn Water Pollution Prevention Plan including: 1. Preparing an annual compliance evaluation Name: William O'Braltis — Law/Crandall 2. Eliminating all unauthorized discharges YES ® NOD Phone: (323) 889-5300 • YES ❑ NOD IX. VICINITY MAP AND FEE (must show site location in relation to nearest named streets, Intersections, etc.) Have you included a vicinity map with this submittal? YESIXI NO U Have you included payment of the annual fee with this submittal? YES® NO 0 X. CERTIFICATIONS "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. In addition, I certify that the provisions of the permit, including the development and implementation of a Storm Water Pollution Prevention Plan and a Monitoring Program Plan will be complied with." Printed Name* Ignature: Date. 0 J 0 HOSPITAL ROAD LIMITS OF UPPER CAMPUS NOTICE OF INTENT SITE MAP UPPER CAMPUS DEVELOPMENT HOAG MEMORIAL HOSPITAL PRESBYTERIAN NEWPORT BEACH, CALIFORNIA LEGEND: FLOW DIRECTION MNIMMOMMA— DRAINAGE DIVIDE _ __ _ APPROXIMATE AREA OF CONSTRUCTION ACTIVITY ■ OF-001 OUTFALL POINT OA-0001 DRAINAGE AREA NOT TO SCALE, LAW/CRANDALL Flri IRF A PMtrtnct. Silt Map prowot0 by Taylor & Associates ArcntltCla.