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HomeMy WebLinkAbout105-27016 4 o 4 1r \_ / _(`i J `f �% �� �7i1 Sent copy of permit_ for 105-2701- to Brion Jennette 470 Old Newport Newport Beach,, CA 92663 on 9/8/66 I 5-86-613 s STATE OF-CALIFOrNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN Governor CALIFORNIA COASTAL COMMISSION September 2, 1986/do SOUTH COAST AREA 243 LO WEST CH, CA 90002 ROADWAY, suliE Sao LONG EACH, CNOTICE OF PUBLIC HEARING a(213) S90.3071 Date: Thursday, September 11, 1986 Time: 9:00 a.m. ,F Place: State Building, Room 1194 350 McAllister St., San Francisco 94102 The development (415) 4 3.1- 9 7 7 6 proposed pmeat described on Page Z of this notice is scheduled for a public hearing before the California Coastal Commission at the time and date indicated above. Unfortunately, no one can predict how quicklythe Commission will c Items on its complete agenda or how many items will be postponed to a later date. The Commission will begin the session at the time listed and will consider each item On -its agenda In order, except iu ,xtraoraina ry The -Commission may consider_ an item even though Interested cpersons are not present. Sbis item has been tentatively schedul*d as follows: Administrative Permit C Consent Calendar Zxtension Request Adoption of Findings L FW, for reconsideration Amnftant Hearing and Voting on Regular Calendar Permit applications 0 Continued Hearing and Voting on regular Calendar Perz t Applications Li Public Hearing on regular Calendar Permit Applications Significant Question Determination and Bearing and Voting on Appeals from Local Government Decisions G Continued Hearing and Voting on Appeals from Local Goverrarent Decisions Other: Information on Coastal Commission seeting'procedures is enclosed on • Pates 3 and 6. If, after reading this information and the project. information on Page 2. you have questions, please contact Staff Analyst pVz'-ip at the Commission's South Coast District " OffiL ce at the above address or call (213) 390-5071, She file cn this Project is available for public review at the District office during regular business hours The staff report will be mailed upon request. PROJECT INFORMATION Application No.: 5-86-613 Applicant: Ernest Schroeder Agent: Brion Jeannette Project Description: Construction of a 4,558 sq. ft. single family residence with six subterranean parking spaces and rock revetment on 2 vacant lots. Lot area: Building coverage: Pavement coverage: Landscape coverage: Parking spaces: Zoning: Plan designation: Project density: Hgt abv finished grade: Site: Lots 24 and 26 at 2717 Shell St., China Cove, Corona del Mar, Orange County. . Preliminary Calendar: Regular Calendar NOTE: The Staff Report will be mailed upon request. Coastal Commission Procedu__s for Permits and Appeals Because the State Coastal Commission now issues all coastal permits for areas without LCPs, it has developed new, streamlined procedures for considering these permits. Appli- cants should submit their permit applications at the appropriate office. Because regional commissions no longer exist, the state commission's workload has increased tremendously. The following procedures are intended to speed up the process without ne?letting important coastal issues. IF YOU ARE AN APPLICAPIT: In most cases, your application will bereviewed by the district" staff and placed on the state commission agenda for the earliest possible meeting. Staff will determine if the application can be put on either the consent or administrative calendar or whether it must -receive a full public hearing. AD"MUSTRATIVE CALENDAR: Administrative permits may be :°ranted by the executive director for rrojects which are minor new developments, additions to existing structures (not exceeding $100,000 in cost),sin gle family residences, or multi -family projects of four units or less The Coastal Act requires that all administrative permits be reported to the Commission at its next meeting -before they take effect. Admsiristrative permits will be reported on the administrative calendar. If four or more commissioners request that an item be held for public hearing, the project will be removed from the administrative calendar and scheduled for a public hearing and possible vote at the next regular com- mission meeting.' Conditions may be attached to an administrative permit. Applicants and other interested parties may speak in opposition to the project or its conditions. Testimony is limited to 3 minutes for each side. CONSEN'T CALENDAR: Projects considered by staff to be consistent with the Coastal Act but which do not qualify for the administrative calendar may be placed on the consent calendar. Projects on the consent calendar will be approved by the commission with a single vote for the entire calendar. If three or more commissioners wish to pull an item off consent, that item will normally be rescheduled for a regular public hearing and possible vote at the next regular commission meeting. Conditions may be attached to consent calendar permits. Applicants who accept these conditions need not speak. Opponents should tell the commission why the project is inconsistent with the Coastal Act. Three minutes will be allowed for each side to speak to the commission. If there are several=persons wishing to address an item, efforts should be made to consolit;ate pre- sentations in order to stay within the time -limits. Interested persons should check with the commission staff regarding subsequent hearings. RECUTAR CALENDAR PERMIT APPLICATIONS: Projects potentip.11y inconsistent with the Coastal Act or which can be approved only with conditions for which there are no clear precedents will be placed on the regular calendar and sill be considered after a full public hearing. Persons supporting or opposing the project should tell the commission why they think the project is or is not consistent with the Act. Testimony rust address coastal act policies and environmental impacts of the project and should not be redundant. Each side is allotted 1 0 minutes, with the applicant speakin^ First and then the opposition. Spoken rebuttal is not allowed, but written rebuttal or other pertinent material may be submitted to the staff following the hearing. Projects on the regular calendar will normally be scheduled for continued hearing and voting at the next regular commission meeting. On some projects, the staff may have enough information to make a preliminary recommen- dation for approval after the public hearing has been hele.. Ir-that case, the commission may vote that day and not postpone the decision. When a staff recommendation is=presented to the comrmission,•both the applicant and' opponents have five minutes each to comment on the recommendations. After the hearing is closed, the commission will discuss the matter and vote. -3- REQUEST FOR RECONSIDERATION.. An applicant may request that tile, Mflft iFiion recons�dgx _ its, previo�.s:._ac-tion on a permit. The applicant must show that there is relevant new evidence which could not have reasonably been presented at the original hearing or that an error of fact or law occurred. Only the applicant and persons who participated in the original proceedings are eligible to testify. Testimony is limited to three minutes for each side. Should the commissioners vote to grant the reconsideration request, the matter will be scheduled for a public hearing as if it were a new application. PERMIT A.MDN''DMENTS: An applicant may apply for an amendment 'to a previously approved project. The amendment will be scheduled for a public hearing and any person may speak in support of or opposition.to the amendment. Five minutes will be allotted to each side. PUBLIC HEARING PROCEDURES: If the item you are interested in speaking on is scheduled for a public hearing, you must fill out a "Request to Speak" form and give it to a staff person before the hearing starts. Sign-up forms will be available on a table at the back of the hearing room. Time limits for spoken testimony vary according to the three different calendars. Because of this limited time, applicants and opponents'are encouraged to submit written comments to the commission office at least one week in advance of the hearing. Comments of up to two pages will be copied and forwarded., to the coimmissioners by the staff. If you wish to submit lengthy comments, you must'submit 20 copies to the commission office at least one week before the hearing. If it is convenient, You may also wish to bring 20 copies of your spoken testimony to the hearing for distribution to the commissioners. Speakers may use maps, slides, photographs, models, and other visual materials in their presentations to the commission. Since such materials become part of the public record or, the permit, reproductions of the materials shown must be submitted to the commission staff before or during the commission meeting, or the originals will be retained by the commission for 60 days. A carousel slide projector and screen will be available at the meetings. ?dHE\ WILL AN AGENDA ITEM BE HEARD: Unfortunately, no one can predict how quickly the Commission will complete agenda items. Each session begins at the time noted on the meet- ing notice. Each item is considered in the order listed, except in extraordinary cir- cumstances. The Commission will consider an item even though the interested persons are not present. Staff at the appropriate commission office can give you more information prior to the hearing date and you can call the staff at the hearing location for last- minute information. CAMPAIGN CO'.TRIBUTIONS: To ensure the integrity of the permit process, the Coastal Com- mission has adopted regulations (Sections 13025.1 and 13045) prohibiting a Commissioner from voting on a permit matter if he or she has received a campaign contribution from an interested party. If you intend to speak on a permit matter, please indicate on your speaker slip and/or in your testimony, if you have made campaign contributions in excess of $100 to any Commissioner within the last year, and if so, to which Commissioner you con- tributed. HOW MA.Ny VOTES DOES IT TAKE TO ADPROVE AN APPLICATION? Each permit must be approved by a majority of the commissioners who are authorized to vote and who are present in the room. All permits on the consent calendar will be voted upon at one time with just one motion and one roll call. PUBLIC RECORDS: Public records on matters before the cav ission will be available for inspection at the meeting and at other times in the commission office. Extra copies of staff reports will also be available at the meeting. ACCESS TO HEARINGS: Commission meetings are in centralized locations and are accessible to persons with disabilities. -4- =a 01 BM yal-14ti1'ba'Pfi Ni -- .— . aWYe•'••.f'r. PROJECT INFORMATION Application No.: 5-83-667 Applicant: Gerald L. Thompson Agent: Moffatt/Nichol, Engs.` Project Description: Application of Gerald L. Thompson -to-replace storm damaged seawall with rock rip -rap revetment and replace destroyed decking with seasonal pier over exposed portions of rock rip -rap. Lot area: Building coverage: Pavement coverage: Landscape coverage: Parking ;spaces: -Toil ,ng.;: Flan designation: Project density: Hgt abv finished grade: Site: 2701 Shell Street Newport Beach, CA Preliminary Calendar: Revised Findings S F�'f , NOV 14 198 NOTE: The Staff Report will be mailed upon request. t. State of California, George Deukmejian, Govemor California Coastal Commission SOUTH COAST DISTRICT 245 West Broadway, Suite 380 P.O. Box 1450 Long Beach, California 90801-1450 NOTICE OF PUBLIC HEARING (213) 590-5071 Date: November 16, 1983 Time: 9:00 a.m. Place: Holiday Inn, LAX 9901 La Cienega LOS ANGELES, CA 90045 The proposed development described on Page 2 of this notice is scheduled for a public hearing before the California Coastal Commission at the time and date indicated above. This item has been tentatively scheduled as follows: 11/4/v83df C Administrative Permit - C Consent Calendar I i (_I Extension Request Adoption of Findings - ���i CRequest for Reconsideration AIOeAaTent CHearing and.Voting on Regular Calendar Permit Applications Continued Hearing and Voting on Regular Calendar Permit Applications Public Hearing on Regular Calendar Permit Applications Significant Question Determination and Hearing and Voting on Appeals from Local Government Decisions C Continued`'°Hearing and Voting on Appeals -from Local Government Decisions Other:, Information on Coastal Commission meeting procedures is enclosed on Pages 3 and 4. If, after reading this information and the project • information on Page 2, you have questions, please contact Staff Analyst Cary Gleason at the Commission's South Coast District Office at the above address or call (213) 590-5071 or (714) 846-0648. The file on this project is available for public review at the District Office during regular business hours. The staff report will be mailed OVER Coast 16 7/81 2410 Newport Boulevard Newport Beach, California 92663-3798 Telephone (714) 673-1960 WATERFRONT CONSTRUCTION Contractors License No.-I� 451559 March 8, 1984 City of Newport Beach Marine Department 70 Newport Pier Newport-��a 9-2-663 Attn: Tony Melum, ,Tidelands Administration Re: Dock revision permit for: Jerome H. Thompson @ 1804, _1806, .1808 S. Bay Front Dear Tony: I would like to request a one(1) year extension for the above referenced permit. Sincerely, TRAUTWEIN BROTHERS WATERFRON STRUCTION Samuel F. Kniss SFK/tlb C.C. Jerome H. Thompson /II CC MARINE CONSTRUCTION CONSULTANTS, INC. June 15, 1984 Rick Higley Grading Engineer City of Newport Beach Building Dept. 3300 W. Newport Blvd. Newport Beach, CA 92663 Dear Si r: This is to confirm that I, Glenn E. Gibson Jr., provided on -site inspection services during the construction of a rock seawall at the residence of Mr. Gerald Thompson located at 2701 Shell Street in Newport Beach, California. The construction took place during the week of 28 May 1984. The Contractor performing the work was Connelly -Pacific. The work was accomplished by the contractor in accordance with the design drawings prepared by Moffatt & Nichol Engineers of Long Beach with the following exception: The "A rock directly adjacent to the existing concrete seawall was placed at an elevation of 11.0 feet mean lower low water (MLLW) instead of at an elevation of 12-13 feet MLLW as shown on the drawings. "A" rock on the seaward edge of the crest of the seawall was placed at +13 feet MLLW. This change was made at the owner's request and was approved by the engineer. All other construction was accomplished as defined by the Moffatt & Nichol drawings. Very truly yours, MARINE CONSTRUCTION CONSULTANTS INC. Glenn E. Gibso Jr. GEG:kg cc: Gerald Thompson Tony Melum, Marine Department. P. O. BOX 7979 • 250 WEST WARDLOW ROAD • LONG BEACH CALIFORNIA 90807 (213) 595-4041 CITY OF NEWPORT BEACH Marine Department May 30, 1984 TO: GEORGE PAPPAS FINANCE DEPARTMENT FROM: Marine Department SUBJECT: OFF -SITE MITIGATION IN UPPER NEWPORT BAY Pursuant to the attached the applicant,.Gerald L. Thompson, is depositing $5,920.00 with the City of Newport Beach. These funds are to be held until they can be used by the Department of Fish and Game to do mitigation projects in the Upper Newport Bay. Tony M u Tidelands Administrator TM:db State of California The Resources Agency Memorandum .- To Mr. ,Gary Gleason �,� b� Date : December 19, 1983 lr J g California Coastal Commission lei 245 W. Broadway Long Beach, California 90802 REFER ,ro R.D.N. 9 J M_N. J.T.G. W.S. From Department of Fish and Game Regional Manager - Region 5 Subject: Off -site Mitigation in Upper Newport Bay This is to inform you that a site is available in Upper Newport Bay Ecological Reserve to meet the 10,000 sq. ft. mitigation requirement placed on Mr. Gerald Thompson's project in lower Newport Bay, Permit #5-83-667. We have been in contact with the permittee's representative, Sue Anderson of Moffat and Nichol, and have informed her that suitable habitat could be created on Shellmaker Island. This would require the removal of approximately 1,481 cu.-yds. of spoil at an estimated cost of $4.00/cu. yd. The applicant has agreed to deposit funds adequate to complete the work ($5,920) with the City of Newport Beach. It is our intention that these funds would be used to expand another mitigation project on the island. We anticipate that this project will be completed within the coming year. If you have any questions, do not hesitate to contact Carl Wilcox at (714) 673-4034. a" ,Zee Z�Jp; Fred A. Worthley Jr. Regional Manager Region 5 cc. Sue Anderson. V Ron Hein Dick Nitsos Jack Faucher State of California, George Deukmejian, eovemor California Coastal Commission SOUTH COAST DISTRICT 245 West Broadway, Suite 380 P.O. Box 1450 Long Beach, California 90801-1450 (213) 590-5071 COASTAL PERMIT EXTENSION Applicant: Jerome H. Thompson 5-82-194E 4/16/84df Be: Extension Request for Permit No. 5-82-194 Relocation of existing private boat dock used in conjuction For: with single-family residence at 1804 S_Bay Front, Newport Bch Dear Mr. Thompson The Executive Director has determined that there are no changed circumstances affecting the conformity of the subject development with the California Coastal Act. No objections to this deter dnation have been received at the C=nission office. Therefore, the Executive Director grants a one year extension of the subject pem t, subject to the same conditions approved by the a mission, to expire on June 1, 1985 cc: File Coast 31: 7/81 Da>~e: State of Calf . G*orge Deularwkn, covamnor Caifomia Coastal Comff ssion SOUTH COAST DISTRICT 245 West Broadway, Suite 380 P.O. Box 14SO Long Beach, Cabfomia 90801-1450 (213) 59o-5071 STATUS LETTER RE Application/Appeal No. The status of this matter is noted below. Your application was filed on/a 3 /� The lic hearing is tentatively scheduled on 8 information �le5 This tentative scheduling is being provided for your convenience and is subject to change with Written notification of final scheduling of thhearing, l0ong w a copy of the staff report, will be mailed approximately prior to the hearing. postedst be on IMPORTANT: The enclosed Notice of Pending Pays of�its receipt. the site, in a conspicuous placeE] , within 3 day This application is incomplete and cannot be filed or processed until the items listed on the attached sheet have been completed and submitted to the District Office. If these items have not been received by the date indicated, the entire package returned to you. Please be advised that the items needed to complete your application must be submitted to this office by This file is being returned as the application submitted is deemed Dincomplete The required substantive documents are missing. Please see the attachedshee 3" W. Ngwport Blvd. CITY OF NEWPORT BEACH. CALIFORNIA � l Phone 640.2211 G:P.�. # �y� / - 3 Applicant to fill in areas Within heavy lines only. BUILDING DEPARTMENT APPLICATION FOR: Other. Rock revetment ❑ Grading ❑ Drainage Slope Repair SITE ADDRESS ^ `� 1 S ne 11 S t ree L DOCUMENTS ACCOMPANYING APPLICATION LOT l> 7 TRACT 'mot C33/C>7?'1 NUMBERS s , NUMBER GRADING PLAN LOCALITY Corona del 'Tar VACANT SITE ❑ YES k] NO PLOT PLAN NEAREST Cove Street CROSS Si. - CROSS SECTION }{ OWNER herald L. Thompson _ ELEVATIONS X MAIL 2701 Shell Street ADDRESS SLOPE PLANS .,orona Jel '4ar TEL. r 4-5 CITY NO. BORROW SITES PLANS BY .. ffatt & Nichol, Engineers HAUL ROUTESMAIL - 5. W. NlardloW Rd. P.O. 'fox 7707 ADDRESS s SOIL REPORT CITY Lon,,, Reach, CA No: 213-426-9551 GEOLOGICAI REPORT SUP"YG GRAD'G FIRM COMPACTION REPORT MAIL ADDRESS - OTHERS Feasibility Stud TEL. CITY NO. Calculations GRADING ConnollyPacific - CONTRACTOR MAIL L 77 ADDRESS Berth 39, 19?5 I,Tater Stn_-et REVIEW DEPART T DATE BY CITY Z2C17t CA TIEL- NO. (-13)437-2331 APPLICATION CK. STATE 1. 7 r, .1 1 ,-T LICENSE A NEWPORT .it`Q 1 ZONING CK. LICENSE NO - CLASS LIC- NO. lJ CHECK IF SUPERVI D GRADING ❑ TRAFFIC CK. SIGNATURE OF / -•f '7 6 Z SUBDIVISION CK. GRADING CK. APPLICANTrill? DATE: - L ( •7 YARDAGEFOR n PROJECT Fill. '•� C CUT: 150. Cyr SUEPLAN APPR )TO 4 CK. S • FEES CASH DEPOSIT S- DATE /BY/ PERMIT S l O BOND (TYPE) qUiV71EE - - COPY OTHER S (AMOUNT) S I hereby ocknowledge thot I hove read this application: that the Y INSPECTION DATE INSPECTOR information given is correct. and that I am the owner. or the duly E-GRADE MEETING It authorized agent of the owner. I agree to comply with city and state lows regulating grading and in doing the work authorized thereby. no r RQUGH GRADE INSP. person will be em loyed in viol tion of the Labor Code of the State of California ralotin to Workm Co ensation InsurarKe. E-PAVING MEETING -}- SIGNATURE o.v'.,pJ'n OF PfRMITI�,E ADDRESS � `,rJ ; Ilv I C PRECISE GRADE INSP. In consideration of the granting of this permit. it is further agreed the applicant that the City of Newport Beach and any officer or OTHER: - - FINAL CERTIF. OF ENG R employee thereof shall be coved harmless by the applicant from any liability or responsibility for any accident. loss or damage to persons or AND REPORTS REC'D. -property. hoppenmg or occurring as the proximate result of any of the FIELD INSPECTION OF work undertokk on under the Termsof this application and the permit or PROJECT COMPLETED. ppeermits which may fse granted in respo nse thereto. and that all said liabilities are hereby assumed by applicant. - PERMIT FINALED NOTE: WORK MUST COMMENCE WITHIN A PERIOD OF 120 DAYS FROM THE DATE OF VALIDATION OF THIS PERMIT. - SUN CHECK VALIDATION CK. M.O. CASH I ��R � Y�IID/,TI�ON- / CK. F=i �K PRIVATE PIER IMPROVEMENT NEGATIVE DECLARATION BY CITY OF NEWPORT BEACH 1. Location The proposed project is located within the corporate limits of the City of Newport Beach -- Block C33 Lots 7 and 8. 2.. Project Description The work consists of removing an existing pier and replacing with a pier of a different configuration, 3. Purpose of Project To protect west side of residence from destructive wave and high tide action similar to that which smashed two windows in January 1974. 4. Basis for Negative Declaration The proposed project has been reviewed in conjunction with Sections 15081, 15082, and 15083, Chapter 3, "Guidelines for Implementation of the California Environmental Quality Act of 1970," Division 6, Title 14, California Administrative Code. The project does not conflict with the environmental goals and plans of the community; it does not have any adverse effect on animal or plant life, air quality, water quality, aesthetics, ambient noise, geologic hazards, groundwater, or human resources.. There will be no long-term secondary conse- quences arising from the minor short --term effects of the.pro- ject. Review of the criteria set forth in the above noted sections indicates that the proposed project will not have a significant environmental impact. A copy of the informational fact sheet is attached for reference. PRIVATE PIER IMPROVEMENT FACT SHEET TO DETERMINE IF PROJECT HAS A SIGNIFICANT ENVIRONMENTAL EFFECT A. Project Description and Purpose This project will provide for removing an existing pieradjoining a dwelling at 2701 Shell Street, Corona del Mar, and constructing a new pier of a different configuration. The new pier will con- nect with one serving the adjacent dwelling Both dwellings are owned by Mr. Gerald L. Thompson, who plans to join them to form a single residence. These properties are legally designated as Block C33, lots 7, 8, 14, and 15. The new pier will be constructed of wood, with metal protective railing. Most pilings will be driven by drop hammer; a few will be secured to existing rocks according to accepted practice. The purpose of the project is to protect the west side of the. - residence on lot 15 from destructive wave and high tide action similar to that which smashed two windows in January 1974. r; B. Conformance with City's General Plan This project conforms with the City's General Plan. C. Land Use Existing land use adjacent to the project is residential with similar pier facilities. The project doesnotrepresent a change in land use, but a replacement by an identical land use. There will be no occupancy on the pier, no mooring of boats, no dis- charge of waste materials. D. Human Resources This project will not require relocation of any persons. E. Aesthetics The pier will be constructed of wood and.designed to harmonize with surrounding homes and structures. Discreet areas of seasonal color will be provided by appropriate vegetation in planters. As viewed from the water, there will be no windscreen to detract from the utilitarian continuity of.pier and residence. F. Vegetation and Animal Life The current design is an alternate to a previously -proposed bulk- head. The latter was discarded because it would have interfered with the marine biota. The current design consists of a pier on piles to allow for the free flow of water among the piles and rocks. This relatively undisturbed habitat should allow the native marine invertebrates to thrive as they do now. G. Erosion and Siltation The nature of the bottom will require driving new pier piles by drop hammer, thereby eliminating the temporary turbidity associ- ated with other pile -driving methods.- H. Geologic Resources The project lies in an area of possible ground shaking, which is not a significant geologic hazard. Grading will not be re- quired. I. Groundwater There will be no effect on groundwater. J. Noise The new pier is a modification of an existing structure. There should be no change in ambient.noise except temporarily during construction (use of drop hammer to drive piles, carpentry noises, etc.) K. Air Resources The project will not increase or decrease ambient air quality. L. Water Resources The proposed project will .not affect the water resources in the area. DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT. CORPS OF ENGINEERS P. O. BOX 2711 LOS ANGELES. CALIFORNIA 90053 REPLY TO ATTENTION OF: December 19, 1983 story Branch Gerald L. Thompson 2701 Shell Street Corona del Mar, Calif. 92625 Dear Mr. Thompson: In response to your request of August 16, 1983 (83-149-RA), there are enclosed two copies of a draft permit authorizing you to excavate 150 cubic yards, discharge dredged material, and construct rock riprap revetment and a seasonal deck/pier to protect private property against storm wave damage in Newport Bay, Pacific Ocean at 2701 Shell Street, Lots 14 and 15, Block C33, Tract Corona del Mar, Corona del Mar, county of Orange, State of California. THIS PERMIT IS NOT VALID UNTIL SIGNED BY THE DISTRICT ENGINEER. Your attention is particularly invited to the Special Conditions on pages 3 and 4. All copies shall be signed and dated by an owner or authorized responsible official. The signer's name and title, if any, must be typed or printed below the signature. All copies should be returned to this office. The permit will then be validated and one copy will be returned to you. If the draft copies are not signed and returned within 30 days from the date of this letter, your request for the proposed work will be withdrawn. Sincerely, sYC U Ce 1- y f tC 10 Vo � 11 wwt P Sdr1 Paul W. Taylor Colonel, Corps of Engineers District Engineer Enclosure 149 NOTE: i Please submit check in the amount of $10.00 for perait fee. Make check payable to Finance & Accounting Officer, USAED LA. THANK YOU Application No. 83-149—RA 149 Name of Applicant Gerald L. Thompson Effective Date Expiration Date (If applicable) DEPARTMENT OF THE ARMY PERMIT Referring to written request dated _August 16. 1983 for a permit to: 00 Perform work in or affecting navigable waters of the United States, upon the recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act of March 3.1899 (33 U.S. C. 403); (x) Discharge dredged or fill material into waters of the United States upon the issuance of a permit from the Secretary of the Army acting through the Chief of Engineers pursuant to Section 404 of the Clean Water Act (33 U.S. C. 1344); ( ) Transport dredged material for the purpose of dumping it into ocean waters upon the issuance of a permit from the Secretary of the Army acting through the Chief of Engineers pursuant to Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (86 Stat. 1052, P.L. 92-532); Gerald L. Thompson 2701 Shell Street Corona del Mar, Calif. 92625 is hereby authorized by the Secretary of the Army: to (a) excavate 150 cubic yards of sand for revetment base, (b) side cast 150 cubic yards of excavated material, (c) construct rock riprap revetment, consisting of about 19 tons of armor stone, ranging in.size from 1/2-ton stone to 7-ton stone and (d) construct a seasonal.deck/pier (supported by about 16 piles) and remove aforementioned deck/pier around the end of November (of every year) and re- install deck/pier around the end of March (of every year)/// in Newport Bay, Pacific Ocean/// at 2701 Shell Street, Lots 14 and 15, Block C33, Tract Corona del Mar, Corona del Max, county of Orange, State of California/// in accordance with the plans and drawings attached hereto which are incorporated in and made a part of this permit (on dram- inss. give file number or other definite identification marks.) "GERALD-L. THOMPSON.:." SHEETS 1 AND 2 DATE: 7/22/93 REVISED: 8/22/83 subject to the following conditions: , I. General Conditions: a. That all activities identified and authorized herein shall be consistent with the terms and conditions of this permit; and that any activities not specifically identified and authorized herein shall constitute a violation of the terms and conditions of this permit which may result in the modification, suspension or revocation of this permit, in whole or in part, as set forth more specifically in General Conditions j or k hereto, and in the institution of such legal proceedings as the United States Govern- ment may consider appropriate, whether or not this permit has been previously modified, suspended or revoked in whole or in part- ENG FORM 1721, Sep82 EDITION OF 1 JUL 77 IS OSSOLETE (EAlusrJaf) 1 b. That all activities authorized herein shall, if -they involve, during their construction or operation, any discharge of he United States or ocean waters, be at all times consistent with applicable water quality standards, pollutants into waters of t effluent limitations and standards Unite of performance, d prohibitions, pretreatment standards and management practices establish - ad pursuant to the Clean Water Act (33 U.S.C. 13N). the Marine Protection, Research and Sanctuaries Aof 1972 (P.L 92 632 86 Stat. 1052). or pursuant to applicable State and local law. c. That when the activity authorized herein involves a discharge during its construction or operation, or any pollutant dredged or fill material), into waters of the United States, the authorized activity shall, if applicable water quality stan- dards are revised or modified during the term of this permit, be modified, if necessary, to conform with such revised or modified water quality standards within 6 months of the effective date of any revision or modification of water quality standards, or as directed by an implementation plan contained in such revised or modified standards, or within such longer period of time as the District Engineer, in consultation with the Regional Administrator of the Environmental Protection Agency, may determine to be reasonable under the circumstances. d. That the discharge will not destroy a threatened or endangered species as identified under the Endangered Species Act, or endanger the critical habitat of such species. e. That the permittee agrees to matte every reasonable effort to prosecute the construction or operation of the work authorized herein in a manner so as to minimize any adverse impact on fish, wildlife, and natural environmental values. f. That the permittee agrees that he will prosecute the construction or work authorized herein in a manner so as to minimize any degradation of water quality. g. That the permittee shall allow the District Engineer or his authorized representative(s) or designee(s) to make periodic in- spections at any time deemed necessary in order to assure that the activity being performed under authority of this permit is in accordance with the terms and conditions prescribed herein. h. That the permittee shall maintain the structure or work authorized herein in good condition and in reasonable ac- cordance with the plans and drawings attached hereto. L That this permit does not convey any property rights, either in real estate or material, or any exclusive privileges; and that it does not authorize any injury to property or invasion of rights or any infringement of Federal, State, or local laws or regulations. j That this permit does not obviate the requirement to obtain state or local assent required by law for the activity authoriz ed herein: k- That this permit may be either modified, suspended or revoked in whole or in part pursuant to the policies and pro- cedures of 33 CFR 325.7. 1_ That in is this permit, the Government has relied on the information and data which the permitter has provided in connection with his permit application. If, subsequent to the issuance of this permit, such information and data prove to be materially false, materially incomplete or inaccurate, this permit may be modified, suspended or revoked, in whole or in part. and/or the Government may, in addition. institute appropriate legal proceedings. m. That any modification, suspension, or revocation of this permit shall not be the, basis for any claim for damages against the United States. a. That the permittee shall notify the District Engineer at what time the activity authorized herein will be commenced, as far in advance of the time of commencement as the District Engineer may specify, and of any suspension of work, if for a period of more than one week, resumption of work and its completion. a That if the activity authorized herein is not completed on or before:� day of • 19�4 (a Ye ars (roes the dap of Issuance of this'permit uwtsn otAermiae spodMdl this permit, if not previously revoked or specifically extended. shall automatically expire. p. That this permit does not authorize or approve the construction of particular structures, the authorization or approval of which may require authorization by the Congress or other agencies of the Federal Government. q. That if and when the permittee desires to abandon the activity authorized herein, unless such abandonment is part of a transfer procedure by which the permittee is transferring his interests herein to a third party pursuant to General Condition t hereof, he must restore the area to a condition satisfactory to the District Engineer. r. That if the recording of this permit is possible under applicable State or local law, the permittee shall take such action as may be necessary to record this permit with the Register of Deeds or other appropriate official charged with the responsibility for maintaining records of title to and interests in real property. � rc.rrM A e • � w - /v VICINITY SKETCH '""`r�"*� �•.• fifw"Xr &AY CAi Irowwil► ILA- 9 Sovrld�nyS �e' orA►essod �� ii� and d«.o/r die/Ihs bdhiv .Af,00 Lower Low svofrr. Motn.uin - /0/991 - of- iidt A0 hR'A AAOrAO. 4;7C3 orLC warmA/i9Aod A" lofitiis , secfie,� o{NeWd~l Bar- ` t `7��T►ii.7��lsdl�-1 -- }- -Old - .: -14 J3 :. 11- 1.1 to. - PROP Ep 1 b to sa�- 40 50 HOW t" 7�tC� 5k1 Oaleu NE cam+ N EwPO PT BAY #M6FFATT .CMOL [MSIN[tll# LOIN flACM. CALWOMM/A / cA.vT 5 �, i►�O L. 'tNoN P url o r t4 tS QcK. G 33 ,`r HAV- ✓o& ADoeess T701 6706a. YC C*AIMACTb. 0.4r4dre'11$3 I opt r. 7-o� /VEsYP0 BEAcN qPROJECT 01 S1TE e N �•* * N O R T 0 •wcfoA D i.rm A Ii e ��•�•' C i tt 1 cows." • O � �u rst I T SKETCH •yur VICI M Y Newiewr 6,+Y- CAL j SDund��gs oi� rxprc 'wool' Lo ti Lo.� h/oft� dip I�, a b e%••' Aires cony• of fide OP/ ore ea�ob��'sti•d u'. �l�is . secfio.r ofNe.✓,0-"� Scr R P .1R 5EA WALL- �r%l E5'T. MAX. RUNUP LEVEL EL. + tB MLLW PRopo SED SEA5Ou1►L DECX%p�ER * _12 1 • EL..+7 KLLw in TON 3Tol4e A55UME0 EXIST BOTTID►A / EX 1OT, SANb l �5 DCGA TILL P5E gxGAVATED 1 TON 5T.OWE- R SCALE 10 rzCE20 �cAA✓rs C,>RALD L•TMO�lQ5ON r A r+n a F 55 viol SHELL 5T. ----- EXIST. ppT�O SLAB EL.+I% �fL.tlO FACE OF HUL1iCNEAD EX15'L ibVTTRE,55 EXt9T. RACK FO\luDAT%ovl, EXIST v(OVEN FILTER CIAO► o T 14 4 1S B LK. G�3 ...rrrAC r0AW — 1. tORpMA Ti�.ocr D%L WR 11 2 OF 2 s. That there shall be no unreasonable interference with navigation by the existence or use of the activity authorized herein. i That this permit may not be transferred to a third party without prior written notice to the District Engineer, either by the transferee's written agreement to colhply with all term and conditions of this permit or by the transferres subscribing to this permit in the spares prodded below and thereby agreeing to comply with all terms and conditions of this permit. In addi- ' *ton, If the parmittee transfer* tee Interests authorised herein by conveyance of realty, the deed shall reference this permit and the terms and Conditions specified herein and We permit shall be recorded along with the deed with the Register of Deeds or other appropriate official u. That if the permittes during prosecution of the work authorized herein, encounters a previously unidentified ar- cheological or other cultural resource within the area subject to Department of the Army jurisdiction that might be eligible for Hating in the National Register of Historic Places, he shall immediately notify the district engineer. II. Special Conditions: (Herr list conditions relating specifically to the proposed structure or work authorized by this permit) - a. That the permittee shall notify the Commander (oan) llth Coast Guard District, Union Bank Building, 400 Oceangate, Long Beach, CA- 90822, (213) 590-2222 at least 2 weeks prior to start of the activity and 30 days if buoys are to be placed. b. That the permittee shall send a drawing of the completed project to the U. S. ;Department of Commerce, National Ocean Survey, Marine Chart Division, ATTN: N/CG222, 6001 Executive Blvd, Rockville, MD 20852, to revise affected nautical charts. c. That the permittee shall control floating debris, from construction activities, so that none enters the navigable portions of the harbor. d. That prior to starting the activities authorized herein, they shall be authorized by a permit issued pursuant to the California Coastal Act of 1976, as amended. e. That the estuarine habitat value loss due to the revetment encroachment shall be offset by the construction of 3500 square feet of new intertidal and subtidal habitat in the Upper Newport Bay Ecological Reserve in consultation and by agreement with the California Department of Fish and Game. And, furthermore, that said habitat construction shall be conducted in advance of or concurrently with the building encroachment./// 3 The following Special Conditions will be applicable when appropriate: STRUCTURES IN OR AFFECTING NAVIGABLE WATERS OF THE UNITED STATES: a. That this permit does not authorize the interference with any existing or proposed Federal project and that the permitter shall not be entitled to compensation for damage or injury to the structures or work authorized herein which may be caused by or result from existing or future operations undertaken by the United States in the public interest. b. That no attempt shall be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the activity authorized by this permit. c. That if the display of lights and signals on any structure or work authorized herein is not otherwise provided for by law, such lights and signals as may be prescribed by the United States Coast Guard shall be installed and maintained by and at the expense of the permittee. d. That the permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the authorized structure or work, shall, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the waterway to its former conditions. If the permittee fails to com- ply with the direction of the Secretary of the Army or his authorized representative, the Secretary or his designee may restore the waterway to its former condition, by contract or otherwise, and recover the cost thereof from the permitter. e. Structures for Small Boats: That permittee hereby recognizes the possibility that the structure permitted herein may be subject to damage by wave wash from passing vessels. The issuance of this permit does not relieve the permittee from taking all proper steps to insure the integrity of the structure permitted herein and the safety of boats moored thereto from damage by wave wash and the permittee shall not hold the United States liable for any such damage. , MAINTENANCE DREDGING: a. That when the work authorized herein includes periodic maintenance dredging, it may be performed under this permit for T None years from the date of issuance of this permit (ten years unless otherwise indicated); b. That the permittee will advise the District Engineer in writing at least two weeks before he intends to undertake any maintenance dree-;ing. DISCHARGES OF DREDGED OR FILL MATERIAL INTO WATERS OF THE UNITED STATES: a. That the discharge will be carried out in conformity with the goals and objectives of the EPA Guidelines established pur- suant to Section 404(b) of the Clean Water Act and published in 40 CFR 230; b. That the discharge will consist of suitable material free from toxic pollutants in toxic amounts. c. That the fill created by the discharge will be properly maintained to prevent erosion and other non -point sources of pollu- Lion. DISPOSAL OF DREDGED MATERIAL INTO OCEAN WATERS: a. That the disposal will 'be carried out in conformity with the goals, objectives, and requirements of the EPA criteria established pursuant to Section 102 of the Marine Protection, Research and Sanctuaries Act of 1972. publishedin40 CFR 220- 228. b. That the permittee shall place a copy of this permit in a conspicuous place in the vessel to be used for the transportation and/or disposal of the dredged material as authorized herein. This permit shall become effective on the date of the District Engineer's signature. Permittee hereby phpts and agrees to comply with the rms and conditions of this permit. d Z PERMITTEE DATE BY AUTHORITY OF THE SECRETARY OF THE ARMY: DISTRICT ENGINEER, US. ARMY. CORPS OF ENGINEERS Transferee hereby agrees to comply with the terms and conditions of this permit. TRANSFEREE DATE DATE 4 1_?NM7,; e'?'.....a., rr^^ t9P3 �. v 'r' 5-83-667 2/16/84df State of California, George Deukmejian,. Governor California Coastal Commission 5- 8 3- 6 6 7 South Coast District COASTAL DEVELOPMENT PERMIT NO. 245 West Broadway, Suite 380 P.O. Box 1450 Page 1 of 3 Long Beach, California 90801-1450 (213) 590-5071 On December 14, 1983 , The California Cbastal commission granted to Gerald L. Thompson, 2701 Shell Street, Newport Beach, CA this permit for the development described below, subject to the attached Standard and Special conditions. Description: Construction of a rock revetment. The revetment shall be approx. 42' x 85' will be 12' above MLLW and will involve placement of approximately 19 tons of rock rip -rap. The project also includes the -instal- .lation of a seasonal deck and pier above the rock revetment. Site: 2701 Shell Drive NEWPORT BEACH, CA Issued on behalf of the California Coa f..k S. PEA.30IT IS NOT VALID U, LSS AN"n UN,1 1 A COPY OF THE NEIR- M8�� � lhilo �! THE S„i2��.t� 1'Y� -'d 4�y �L7��.tlraI~i','',BEVE11 RETURNED 'TO THE COAtUMSSIOPi Executive Director and Gary00 '004 AK_ Gleilsoii,wStaff Analyst ACKNOWLEDGEMENT 'The `The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof. Date Signature`o_ Permittee 5/81 Coastal Development Permit No. Page 2 of 3. 5-83-667 STANDARD CONDITIONS: 1. Notice of Receipt and Acknowledgement. The permit is not valid and construction shall not comaence until a copy of e -permit, signed y the perm ttee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office. 2. Expiration. If construction has not commenced, the permit will expire*two years from the date on which the Commission voted on the application. Construction shall be pursued in a diligent manner and completed in a reasonable period of time. Application for extension of the permit must be made prior to the expiration date. 3. Compliance. All construction must occur in strict compliance with the proposal as set forth in the application for pe�bject to any special conditions set forth below. Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval. 4. Interpretation. Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission. 5. Ins ections. The Commission staff shall be allowed to inspect the site and the development during construction, su ec 4-hour advance notice. 6. AAs�ssig�rm�ent. The permit may be assigned to any qualified person, provided assignee files with the Commission an iffadavi t accepting all terms and conditions of the permit. 7. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bindall future owners and possessors of the subject property to the terms and conditions. SPECIAL CONDITIONS: 1. Prior to transmittal of permit the applicant shall obtain all permits or approvals required by the State Lands Commission. 2. Applicant's Assumption of Risk. Prior to transmittal of the permit, the applicant shall submit to the Executive Director a deed restriction for recording free of prior liens except for tax liens, that bind the applicant and any successors in interest. The form and content of the deed restriction shall be subject to the review and approval of the Executive Director. The deed restriction shall provide (a) that the ?gnlicarts understand that the site may be subject to extraordinary hazard from erosion, flooding or wave damage, and the applicants assume the liability from those hazards; (b) the applicants uncondi- tionally waive any claim of liability on the part of the Commission or any other public agency for any damage from such hazards; and (c) the applicants understand construction in the face of these possible known hazards may make them ineligible for public disaster funds or loans for repair, replacement, or rehabilitation of the property in the event of erosion, flooding, or wave damage. 3. The applicant shall be required to participate in a mitigation plan for the restoration of Upper Newport Bay. For every square foot of water area covered, 4 square feet of wetland restoration shall be provided as mitigation. The mitigation plan, specifying the extent, location, and method of restoration to be carried out in the Upper Newport Bay Ecological Preserve, shall be developed in consultation with the California Department of Fish and Game, and shall be submitted to the Executive Director for review and approval prior to issuance of the permit. The applicants part in the mitigation plan shall be implemented within six months of completion of the project or within one year of issuance of the permit. 5-83-667 Page 3 of 3. 4. Prior to transmittal of permit, the applicant shall submit certification by a registered structural engineer certifying that the proposed revetment/seawall is designed to sithstand storms comparable to the winter storms of 1982-83. -/"4'aay Melum Susan H. Anderson I'll - N AS ii(), 2066 STATE OF CALIFORNIA—STATE LANDS COMMISSION GEORGE DEUKMEJIAN, Governor STATE LANDS COMMISSION 1807 13TH STREET SACRAMENTO, CALI FO 10 October 21, 1983 4bita"q n'e4 19003 '919 40 e File: PN LA 83-149 vets Moffatt & Nichol, Engineers P.O. Box 7707 250 West Wardlow Road Long Beach, California 90807 Attention: Susan H. Anderson Dear Ms. Anderson: Subject: Proposed Seawall and Dredging at 2701 Shell Street Corona Del -Mar, Orange County. The staff of the State Lands Commission has received your letter dated September 22, 1983, and copies of the permit drawing relative to the proposed construction of your client's seawall and deck in the Newport Bay Harbor entrance. A review of the project area indicates that the proposed development is located outside the jurisdiction of the State Lands Commission and no permit will be required. You should, however, apply to all other agencies having approval authority. Very truly yours, 7 4 LESLIE H. GRIMES, Deputy Chief Division of Land Management and Conservation LHG: j n cc: California Coastal Commission South Coast District 245 West Broadway, Suite 380 Long Beach, California 90802 1 CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92663-3881 October 3, 1983 Moffat and Nichols, Engineers 250 West Wardlow Road Long Beach, CA 90807 Attention: Sue Anderson, Coastal Planner Dear Sue: As you know, the City of Newport Beach Marine Department has been involved with Mr. Thompson in his search for a solution to his problem for several years. This last winter, the Marine Department staff met with Mr. Thompson on the site to observe the damage to his home done by southeasterly storms coming into Newport Bay entrance channel, which is directly exposed to southeasterly winds and waves. The Marine Department recommended that Mr.Thompson contract with a marine engineering firm to assess various alternatives, recognizing the uniqueness of his situation. It is the staff's belief that the rock revetment, as proposed by Moffat and Nichols, will blend with the surrounding rocky environment, particularly as marine growth adheres to the rock rip -rap. The rock rip -rap would be more natural in appearance, as compared to a concrete seawall and fill behind the sea wall and in front of the home. Sincerely, David Harshbarger Marine Director DH:db MOFFATT & NICHOL, ENGINEERS CALIFORNIA - O R E G O N - HAWAII - MICHIGAN September 28, 1983 City of Newport Beach Marine Division 3300 Newport Blvd. Newport Beach, CA 92663 Attention: Tony Melum, Tidelands Administrator Dear Tony: In our recent communications with the Coastal Commission we were asked what role our feasibility study on Mr. Thompson's seawall had played in the City staff recommendation for approval of the project. We have also been asked if the city had addressed the issue of harmony of the project with its surroundings and had found the project to be sensitive to the environment. While I have provided a verbal response to these questions, it appears that a written communication from you would serve to -clarify the position of the city for the Coastal Commission and for the record. Thus I am writing to ask you to comment on these above concerns. Thank you again for your continuing sensitivity to the seriousness of Mr. Thompson's problem and the recognition of the need to find a solution that will not only serve his needs but will address concerns of the affected public. Most sincerely, Moff tt & Nichol, Engineers Susan H. Anderson, Coastal Planner P. O. BOX 7707 • 250 WEST WARDLOW ROAD • LONG BEACH • CALIFORNIA • 90807 • (213) 426-9551, 774-5650 PROJECT INFORMATION Application No.: 5-83-667 Applicant: Gerald L. Thompson Agent: Moffatt & Nichol 2701 Shell Street CORONA DEL MAR, CA 92625 Project Description: .Replace storm damaged seawall with rock rip -rap revetment and replace destroyed decking with seasonal pier over exposed portions of rock rip -rap. Lot area • Building 4700 sq. ft. 3600 sq. ft. coverage: Pavement coverage: �QO sq_ ft -- -0- Landscape coverages n/a Parking spaces: OCT 3 Zoning: _-- Plan designation: Project density: Hgt abv finished grade: Site: 2701 Shell Street, Newport Beach APN 52-050-28 Preliminary Calendar: Hearing and Voting on Regular Calendar Permit Applications NOTE: The Staff Report will be mailed upon request. L 5-83-667 State of California, George Deukmejian, Governor 9/ 3 0/ 8 3 d f t 1 California Coastal Commission SOUTH COAST DISTRICT 245 West Broadway, Suite 380 P.O. Box 1450 Long Beach, California 90801-1450 NOTICE OF PUBLIC HEARING (213) 590-5071 Date: October 13, 1983 Time: 9:00 a.m. Place: State Building, Room 1194 350 McAllister Street SAN FRANCISCO, CA 94102 The proposed development described on Page 2 of this notice is scheduled for a public hearing before the California Coastal Commission at the time and date indicated above. This item has been tentatively scheduled as follows: �j Administrative Permit (� Consent Calendar �1 Extension Request Adoption of Findings Request for Reconsideration n Ammuk ent (� Hearing and Voting on Regular Calendar Permit Applications Continued Hearing and Voting on Regular Calendar Permit Applications Public Hearing on Regular Calendar Permit Applications (� Significant Question Determination and Hearing and Voting on Appeals from Local Government Decisions �J Continued Hearing and Voting on Appeals -from Local Government Decisions Other: Information on Coastal Commission meeting procedures is enclosed on Pages 3 and 4. If, after reading this information and the project. Information on Page 2, you have questions, please contact Staff Analyst Gary Gleason at the Commission's South Coast District Office at the above address or call (213) 590-5071 or (714) 846-0648. The file on this project is available for public review at the District Office during regular business hours. The staff report will be mailed Altrrm Coast 16.7/81 =� �Q) A Public Notice E , US Army Corps ,. RE ati of Application of . En ineers M Co Los Angeles District �� >.,R� g�PCN. � I)- or f O Permit P.O. Box 2711 i' NEwpO Los Angeles, CA 90053 CF �' PuNotice/Application No. 83-149-RA SPLCO-R J,r`s , ;�`'.� Date SEP 2 g 1983Comment Deadline: OCT 18 1983 Interested parties are hereby notified that an application has been received for a Department of the Army permit for the activity described below and shown on the attached drawing(s). llpplicangs)- Gerald L. Thompson Agent: Susan_H. Anderson 2701 Shell Street Moffat &. Nichol Corona del Mar, Calif. 92625 Phone: (213).774-5650 Locatlon - Newport Bay, Pacific_Ocean at .27-01 Shell Street, Lots 1.4 and-:15, Block C33, Tract Corona del Mar, Corona del Mar, county of Orange, State of California ex ciavrl'teuT cubic yards, discharge dredged material, and construct rock riprap revetment and a seasonal deck/pier to protect private property against storm wave damage Comment and Review Period - Interested parties are U.S. Army Engineer District Invited to provide their views on the proposed work, ATTN: SPLCO - R - 83-149-RA which will become a part of the record and will be con P.O. Box 2711 (Public Notice No.) sidered in the decision. Comments should be mailed to: Los Angeles, CA 90053 EIS Determination - A preliminary determination has been made that an environmental Impact statement Is not required for the proposed work. Public Hearing Any person may request, in writing, within the comment period specified In this notice, that a public hearing be held to consider this application. Requests for public hearing shall state with particularity the reasons for holding a public hearing. Other Authorizations Required - Water Quality: XCertification that the proposed work will not violate applicable State water quality standards has been requested from location state ❑ None Required Coastal Zone Management: ;KThe State of California is reviewing this work for consistency with Its approved Coastal Zone Management Program. O None Required Cultural Resources The latest version of the National Register of Historic Places has been consulted and this site Is not listed. This review constitutes the extent of cultural resource investigations by the District_ (Engineer, and he is otherwise unaware of the presence of such. resources. Endangered Species Preliminary determinations indicate that the proposed activity will not affect endangered species, or their critical habitat, designated as erWangered or threatened (Endangered Species` Act). Formal consultation under Section 7 (c) of the Act is not required. Authority -This permit will be Issuedordenied under the following authorities: XStructures or work In or affecting navigable. waters of the United States - Section 10,_River and Harbor Act of 1899 (33 U.S.C: 403)., XDischarge of dredged or fill material Into waters of the United States - Section 404, Clean Water Act (33 U.S.C. 1344). E Transportation of dredged material for purpose of dumping into ocean waters Section 103, Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). Evaluation - The decision whether to Issue a permit will be based on an evaluation of the probable Impact . Including cumulative Impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be.expected`to accrue from the proposal must be balanced. against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered Including the cumulative LL effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards, flood plain values, land use, navigation, shoreline erosion, and accretion, recreation, water supply and conservation,. water quality, energy needs, LL safety, food production and, in general, the needs and welfare of the people. In addition, if the proposal J would discharge dredged or fill material, the evaluation of the activity will Include application of the EPA Guidelines (40 CFR 230) as required by Section 404 (b) (1) of the Clean Water Act. C/ Nkoo0O'er 9E.4CN ro iw, ku w o R ra O ewceew D �� ��•� 1fo1e' - C- % VICINITY S R E I C N ws+�J/7T7 �wi� j - -r` - A- N a wrowr, OAY CAL sIr6 �i► y � �s� Mim� Soun4�nys oro + oxpressQo' in f•d and o++no�e dopff+s 8dlow ."ll"n Lower Low Wofdr. Moxowrus ro�9e o{ #ida Op�rvXlgrO /y lO +fir Nw-ho.-/irle3 ore Sechor dfNaw,~/ Bor: �-_- - 4 .. j3._ : _ 1 • PRO.P Ep _ ram( -UFlE 05WW WATW r YY PO_RT 13AY _ 1r.6 VM6FFATT MOL lNCINEERS LONG MACH. CALIFORNIA 02Ac-O L- ' (�.D. I'IP/. VH : WrZOWA OIL Gore' Is Bt,r, G 33 T,e�ocr' HAIL L/cA.vTSAIAAfd-G . ✓ae (! I ADo�ege ss -Q E��-:- Y1. CorvT.rAC Taa OATB g' J! 1 `OR 2 c/ T Y. oF' NAcwp0,er ' BEACH r cep PROJECT v o 51TE oe o, Af A.Sw.er c R T •w /ire e�w`N � �Arp r:' D i0 • ; c"a-va VICI MiTY SKETCH - aperry Nrwrosrr 8�r Gac �nRwA y �. : rrr SOund"nys Or& sXpieSSed in Are/ vnd drnofa dip t!, s - 6e/pw Meor�.- LDwar L o.v Wof�r. tiJora,.ci.,, .: ron9e of lyde OpprOxrrr►o�o/Y /d �eef. HorBor %i�cb Ore. ea�+ob/r'shed iio �hi3 , Section ofNcwpo.f Bad: REPAIR 5EA WALL HOV S E 24, EST. MAX, RUNUP LEVEL E.L. + 18- M LLW PROPOSED SEASONAL DECY,%PIEM EXI5T. Rk SLAb 7 TON 5TllN + 12 C-L.+11 - EL.+7 MLLW 1 - EL. IO 0 - — - -- FACE of >3llLKHEAD 1/2 TOW 31OlJE I EX1 S? $UT TRE`5 _ A55UM E0 4 V - - C X 19T. ROCK FOUTA 0A.T t OW EXIST. B0TT0IA EXIST. 59AWALL EXIT. SANn (ISO G.Y.) WIL.i. PSE EXeAV�,YEv SId�GAST., : SCALE IN -1 eUT WOVEN FILTER. CLATI4 . o �0 20 [.ic,q,vrs GERALD L.THOMP50N CORONA Lo7'14.(15 BcK, C35 7-CAc7-D%LW►Q ✓aa ,QDD,QESS 27101 SH'Et.L 5T. Co vT.rAC AD AV DA re 7 2OF'L:'- CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER August 23, 1983 TO: PLANNING DIRECTOR FROM: Executive Assistant SUBJECT: ROCK REVETMENT - 2701 SHELL STREET The City Council at their meeting of August 22nd approved the application for a Harbor Permit for the subject project. it is my understanding that this project now re- quires a building permit, a grading permit, and permits _from - the -Corps of Engineers, the 'Coastal Commission and the Countv of Orange..The City Council approved the Harbor Permit, sub- ject_to the condition that any necessary environmental documenta- tion would be prepared during subsequent approval process. Please inform this office if and when any agency requires an environmental review of this project. / Lu_)1T,t ENNETEL�TO' CC: City Attorney Farine Department red Talarico 9 Y F tti� i w 1 N CITY OF NEWPORT BEACH Marine Department August 22, 1983 TO: MAYOR AND CITY COUNCIL FROM: Marine Department AGENDA ITEM NO.:F-13b SUBJECT: HARBOR PERMIT APPLICATION 105-2701 BY GERALD L. THOMPSON TO BUILD A ROCK REVETMENT BAYWARD OF 2701 SHELL STREET, CORONA DEL MAR Recommendation: If desired, approve the appl;cation subject to _the following conditions: 1.'The applicant obtain a permit from the City Puildi.ng Department 2. The applicant obtain a permit from the Army Corpsfiof Engineers 3. The applicant obtain a permit from the Coastal Corripi ssi on 4. The applicant obtain a:permit from the County of Orange Discussion: This permit is before the City Council as required by Section 5. B. of the Harbor Permit Policies, which states: "Prior approval of the City Council will be required before the Marine - Department may -issue any permit that does not conform to the standard harbor drawings and the adopted Harbor Permit Policies The applicant, at times of high tides and large swells, has experienced severe damage to his residence at 2701`Shell Street It appears that to eliminate this damage potential, some type of structure must be built bayward of his home to absorb the energy generated there. In this regard, the applicant has hired the engineering firm of Moffatt and Nichol. They have deveioped alternative structural solutions to the applicant's problem and their recommendation is the basis of the property owner's application (see attached Executive Summary from Moffatt and Nichol). As required by Section 5.G. the Marine Department has notified all bayfront property owners orlong term lessees within300 feet of the proposed work. "Before issuing a Harbor Permit -for any unusual:type of harbor structure, or for a structure on which tY;e applicant proposes a use that is not in keeping with the surrounding area, all bayfront property owners or long term lessees within 300' of the proposed Bork shall be notified in writing by the Marine Department." David Har, ul-lbarger, Marine Director Tony Me�um, T,fdelands Administrator TM:db i CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER August 23, 1983 TO: PLANNING DIRECTOR FROM: Executive Assistant SUBJECT: ROCK REVETMENT - 2701 SHELL STREET The City Council at.their meeting of August 22nd approved the application for a Harbor Permit for the subject project. It is my -understanding that this project now re- quires a building permit, a,_grading permit, and permits from the Corps of Engineers, the Coastal Commission and the County of Orange. The City Council approved the Harbor Permit, sub- ject to the condition that any necessary environmental documenta- tion would be prepared during subsequent approval process Please inform this office if and when any agency requires an environmental review of this project. KENNET EL CC: ty Attorney Marine Department Fred Talarico DATE: AOTICE OF EXEMPTION TO: Fx� Secretary for Resources 1400 Tenth Street Sacramento, CA 95814- County Clerk Public Services Division P.O. Box 838 Santa Ana, Ca 92702 FROM: Planning Department City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 Contact Person: Phone: PROJECT TITLE: HARBOR.PE N T #105-2701 PROJECT LOCATION - SPECIFIC: 2.701 Shell Street (Baywood) PROJECT LOCATION - CITY: Newport Beach PROJECT LOCATION - COUNTY: orange DESCRIPTION OF NATURE, PURPOSE, AND BENEFICIARIES OF PROJECT: Protection of home at.2701 Shell Street from future storm damage by the construction of.a structure to prevent/reduce the amount of wave energy, runup and over -topping. (See attached) - NAME OF PUBLIC AGENCY APPROVING PROJECT: City of Newport Beach_ NAME OF PERSON. OR AGENCY CARRYING -OUT PROJECT: Gerald Thompson EXEMPT STATUS: Ministerial (Sec. 15073) ❑ Emergency Project (Sec. 15071) FxJ Categorial Exemption. State type and section number: Class l & 2 C The project will not result in a physical change in the environment Sec. 15020) The project is not subject to discretionary governmental approval (Sec. 15060) 1 � rra REASONS WHY PROJECT IS EXEMPT: The project consists of repair, and/or reconstruction an, existing struc DATE RECEIVED FOR FILING: 6Y SEp 0 7 Q3 Environmental Coordinator CITY OF NEWPORT BEACH AGENDA ITEM NO.: 13 Marine Department August 22, 1983 TO: MAYOR AND CITY COUNCIL FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION 105-2701 BY GERALD L. THOMPSON TO BUILD A ROCK REVETMENT BAYWARD OF 2701 SHELL STREET, CORONA DEL MAR Recommendation: If desired, approve the application subject to the following conditions: 1. The applicant obtain a permit from the City Building Department 2. The applicant obtain a permit from the Army Corps of Engineers 3. The applicant obtain a permit from the Coastal Commission 4. The applicant obtain a permit from the County of Orange. Discussion: This permit is before the City Council as required by Section 5.B. of.the Harbor. Permit Policies, which states: "Prior approval of the City Council will be required before the Marine Department may issue any permit that does not conform to the standard harbor drawings and the adopted Harbor. Permit Policies." The applicant, at times of high tides -and large swells, has experienced severe damage to his residence at 2701 Shell Street. It appears that to eliminate this damage potential, some type of structure must be built bayward of his home to absorb the energy generated there. In this regard, the applicant has hired the engineering firm of Moffatt and Nichol. They have developed alternative structural solutions to the applicant's problem and their recommendation is the basis of the property owner's application (see attached Executive Summary from Moffatt and Nichol). As required by Section 5.G. the Marine Department has notified all bayfront property owners or long tear lessees within 300 feet of the proposed work. "Before issuing a Harbor Permit for any unusual type of harbor structure, or for a structure on which the applicant proposes a use that is not in keeping with the surrounding area, all ba,yfront property owners or long term lessens within 300' of the proposed work shall -be notified in writing by the Marine Department." David Harb,arger, Marine Director Tony Melum T des Administrator TM; db Executive Summary of Feasibility Study to Provide Wave Protection for Gerald Thompson Storm waves from 2 major 1983 storms severely damaged the waterfront home of Gerald Thompson, located at 2701 Shell Street in Corona Del Mar, California. Moffatt and Nichol Engineers was asked to develop alternative structural solutions to mitigate future storm wave damage and outline the process for obtaining necessary permits. Several years ago Mr. Thompson proposed that the house be protected by construction of a landfill of approximately 2,000 square feet seaward of the home. Much concern was raised by environmental interests and the project was not pursued. Recognizing the environmental concerns associated with a fill of this nature, Moffatt and Nichol sought a solution that would provide extensive protection for the home without eliminating all nearshore habitat value, in the vicinity of the project. further, we have tried to maintain the natural character of the existing shoreline. The project site, located on the north side of the Nekrport Bay entrance channel., faces southwest in direct line with the channel entrance and offers a scenic view of the ocean and entrance channel.. It is this - direct southwest exposure that has resulted in periodic damage to the Thompson home. Design alter -natives presented in this study were developed to reduce the potential for structural damage to the home due to wave overtopping, while preserving to the maximum extent possible the scenic view from the home. fir. Thompson has indicated a willingness to forego some protection againstdamage, provided a solution significantly increasing the level of protection could be devised while maintaining the view opportunity. To preclude wave damage the existing seawall must be replaced with a structure that will reduce the amount of wave energy, runup and overtopping. We first looked at unconstrained solutions involving traditional coastal structures which primarily reduce overtopping by effecting a height barrier to the waves and by dissipating the wave energy. `[`sao conventional structural alternatives were studied: a concrete seawall and a rubblemound seawall. A large concrete seawall located in front of the existing seawall, with a seaward face which is rec:urved to direct wave energy seaward, could significantly reduce runup and overtopping. however,' based on calculated design wave conditions, a conventional concrete seawall of +26.6 feet would be required to protect the home from the theoretical maximum. runup. This seawall height would be 15.6 feet higher than the first floor level of the home and would extend above the floor at the second level. The solution would not only be unacceptable to the owner but would be an eyesore to all in transit in the channel and to shoreline users. Lowering this structure to +1.6 feet (as shown in Figure 1) to provide at least a stand up view from the living area of the home would allow wave overtopping of 10.6 feet, which during design conditions would result in flooding of the hone. The structural integrity of this alternative (at either +16 or +26.6 feet) is dependent on the structural adequacy of the existing seawall and patio slab to sustain gave loads. The strength and location of underlying rock foundation is also critical, to success of this system. Furthermore, this system is susceptible to catastrophic failure by waves higher than the design wave. A second alternative, to place a conventional rubblemound seawall in front of the existing wall, is shown in Figure 2. The theoretical maximum design runup on a rubble wall was estimated to be-1-20.8 feet. A +16 foot rubble seawall would allow for. 4.8 feet of overtopping as compared to 10.6 feet for the concrete seawall structure of the sage height. The rubblemound would extend 42 feet along the bottom from the existing seawall to the toe at MLI.M. This alternative is less dependent on the structural integrity of the existing seawall, floor slabs and foundation material than Alternative 1. The rubble mound seawall is a flexible design that can sustain waves larger than the design wave with only moderate damage to the horse behind the protecting wall. The design would blend with the rocky shoreline character of the surrounding area. However, the +16 foot height is considered unacceptable to the homeowner. To decrease the height of the wall while providing a significant level of protection it was necessary to develop a system which has not been model tested but which appears to provide suitable levels of protection when tested by theory and calculations. Because of the advantages of the rubblemound wall over the concrete wall we explored rubble wall modifications. Alternative 3 consists of a wide, porous revetment or rubble structure of low -height, This proposed structure in theory is z '2q'rs^``S€x ___ °a5'tn-„.�nYi°xFEY�' y: ,, capable:of dissipating and absorbing wave energy within porous layers of stone before the, wave energy reaches the existing seawall. Wave runup and overtopping are expected to range from 3.5 to 6 feet with some flooding of the home under design conditions. The structural integrity of the home, however, would be maintained. Large stone is used throughout the structure to maximize the amount of voids. This third alternative appears to be a workable solution to the problem and is acceptable to the homeowner. The "footprint" of the rubble revetment is the same as that of the conventional rubble mound seawall of Alternative 2, Voids in the structure would provide numerous surfaces for growth of marine life. The rubble revetment would be built entirely within the existing U.S. Bulkhead line, would have no effect on existing navigation channels, and would blend with the surrounding shoreline. Construction costs of this third alternative are estimated to be $100,000. It is proposed that appropriate permits be acquired to proceed with design specifications and construction of alternative 3. R 5 1'XID BRIDGE '6, 14OR ll 18 iY — -i21 FTce e OYI: D. CAB YFR1 CE d YT jjj((( //J R F.PORIEil :` i - = ph/e vi 14 13-13 113 z 15 1. ;14 14 = 12 12 to 13T13_�.v� / 13 12 12 t4 A 12 i2 Coast Gos,o ?•e, e el3 12 12 MAST it �. 12 i3 •. 12 .. 12 12 II t2 2 :t3 13e�e e`'tiOFir46stc ,.. .... 1 •:"•�. -i /�f\\\\_ /� } 13 13 !3 13 'wee 13; 'C3r 13.�20 -� `• f / Y 2`—, i3 i3 ��1'�f ` C f2 i 13 13:' ti•' 12' .� D�r� tidR : 3 I.. ..1.,. f1 ,yr Jfi Fif,2jsec12{tW15• Fib � C.1�•-� T� `(rt ,i ,� a��z� `��•`` �'••IA -�7f q7 may, L y 5� /(� f � �• •• n13' r p,I, / 25 24•�?725 3 < 28 2 a 3!. SIT2 ASTION 1�i1. 29 lflfj�rf %f 30 32 - - - ` 24 39 -37 11',' +4 ! 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K E T-C H das p f a r Sbimc i»gs aes eRp.-cesed f'" sty *bard soave Ore c 4r io 61e'shcr c( a YfA; 3 . scCejirov ajP�e w ot Bar. 0PAIR 5EX WALLAt— ... :. �.�.A®�-yuwamaws®.�w.�m�wwva. •+=m..�e.� �_ �+�r IEgg o 5ub 41 z co{ °e _` O1Et`iH . 04 STATE OF CALIFORNIA—RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD p6 , CO SANTA ANA REGION 6809 INDIANA AVENUE, SUITE 200J RIVERSIDE, CALIFORNIA 92506 PHONE: (714) 684-9330 REf� TO VC 1J�$3 ;— R.O.N. a. Gt' .M.N J. 1lito( r1 T G August 12, 1983 �I Q Susan Anderson Moffatt & Nichol, Engineers P.O. Box 7707 Long Beach, CA 90807 Seawall Replacement 2701 Shell Street, Corona del Mar Dear Ms. Anderson: We have reviewed your letter regarding the above project. It appears that the proposed project will not significantly affect the quality of waters of the State. Therefore, clearance is provided. 2'rely, Gary D. Swart Staff En't neer GDS:ww (_ I -ate ,a. State of California, George Deukmejian, Governor California Coastal Commission SOUTH COAST DISTRICT 245 West Broadway, Suite 380 P.O. Box 1450 Long Beach, California 90801-1450 (213) 590-5071 (714) 846-0648 !=i rn; NOV 14 1983 AC! i, lr FILED: 8/31/83 49th DAY: 10-19-83 180th DAY: 2/27/84 STAFF: won Rev. Fndgqs STAFF REPORT: I 3 /R3r1f HEARING DATE: 11/16/83 REVISED CONDITIONS AND FINDINGS Application: 5-83-667 Applicant: Gerald L. Thompson 2701 Shell Street NEWPORT BEACH, CA Description: Construction of a rock revetment. The revetment will be approximately 42' x 85' will be 12' above MLLW and will involve placement of approximately 19 tons of rock rip - rap. The project also includes the installation of a seasonal deck and pier above the rock revetment. Substantive File Documents: 1. City of Newport Beach Certified Land Use Plan Site: 2701 Shell Drive NEWPORT BEACH, CA Date of Action: 10/23/83 Commissioners Voting: Yes: Callahan, Franco, Grossman, King, MacElvaine, Slates, McMurray, McNeil, Hillenbrand, Wornum, Holmdahl, Nutter No: None ADOPTED RESOLUTION I. Approval with Conditions The Commission hereby grants a permit for the proposed development subject to the conditions below, on the grounds that, as conditioned, the development will be in conformity with the provisions of Chapter 3 of the Coastal Act of 1976, will not prejudice the ability of the local government having jurisdiction over the area to prepare a Local Coastal Program conforming to the provisions of Chapter 3 of the Coastal Act, and will not have any significant adverse impacts on the environment within the meaning of the California Environmental Quality Act. 5-83-667 Page 2 II. Standard Conditions. III. Special Conditions. See attachment X. 1. Prior to transmittal of permit the applicant shall obtain all permits or approvals required by the State Lands Commission. 2. Applicant's Assumption of Risk. Prior to transmittal of the permit, t e� applicant shall submit to the Executive Director a deed restriction..for recording free of prior liens except for tax liens, that bind the applicant and any successors in interest. The form and content of the deed restriction shall be subject to the review and approval of the Executive Director. The deed restriction shall provide (a) that the applicants understand that the site may be subject to extraordinary hazard from erosion, flooding or wave damage, and the applicants assume the liability from those hazards; (b) the applicants uncondi- tionally waive any claim of liability on the part of the Commission or any other public agency for any damage from such hazards; and (c) the applicants understand construction in the face of these possible known hazards may make them ineligible for public disaster funds or loans for repair, replacement, or rehabilitation of the property in the event of erosion, flooding, or wave damage. 3. The applicant shall be required to participate in a mitigation plan for the restoration of Upper Newport Bay. For every square foot of water area covered, 4 square feet of wetland restoration shall be provided as mitigation. The mitigation plan, specifying the extent, location, and method of restoration to be carried out in the Upper Newport Bay Ecological Preserve, shall be developed in consultation with the California Department of Fish and Game, and shall be submitted to the Executive Director for review and approval prior to issuance of the permit. The applicants part in the mitigation plan shall be implemented within six months of completion of the project or within one year of issuance of the permit. 4. Prior to transmittal of permit, the applicant shall submit certification by a registered structural engineer certifying that the proposed revetment/seawall is designed to sithstand storms comparable to the winter storms of 1982-83. IV. Findings and Declarations. A.' Project Description and Location. Construction of a rock revetment. The revetment will be approximately 42' x 85' will be 12' in height above MLLw and will include placement of approximately 19 tons of rock rip -rap. The project will also involve the installation of a seasonal deck and pier above the rock revetment. B. standard of Review. The City of Newport Beach Land Use Plan (LUP) received final certi ication from the Commission in May of 1992. Certification of the City's Land Use Plan was a major step toward com- - pletion of the City's Local Coastal Program (LCP). The City is now in the process of preparing the zoning and implementation phase of its .LCP. After full -certification of the-City's Local Coastal Program, the City Will be the primary agency responsibl permits. However, after oertificatio mission will still be responsible for areas of original jurisdiction (i.e., Public trust lands). 5-83-667 Page 3 e for the issuance of coastal n of the City's LCP, the Coastal ccr,,- the issuance of coastal permits in tidelands, submerged lands ant: C. Land -Use Plan a -As noted above - May of 19 T e City's 1-UP designates�theLandyareaUOfwthecproject e4t as Low Density Residential. � _ several The City s certified LUP also contains to Policies which address Dredging, Diking and Filling in Open Coastal Waters, Wetlands, and Estuaries. 1. 041Y the folladr q tYPsa of In the parts of �l°[+•inc..+e scti.►iti�s .,ey be ttad wss`tve �ti !hare Is M feasible Iftia are Within "the Ito State desaiasl altwmUve, ad WMM Visible nitigatian Issas swimhr a �, s8 bO �ininise aduerge Vital effects: a' man or sansian of Post yarine facilities. b' Coratnx,9,1an or "Wensian of facilities, inelu" aonercial la facilities, hsuh, "aria] host yards, o�,cl ftM fieilit ut - e. In aaasW awes". other than w tlards, irrlvding estuarus, »sv or esplers basting facilities, ireluding dips. aaaess rasps, asul•wit katt yards; s"e"tional *.ia+q. Ards and pleasure--fWries. ----- - --- - -- WOM t%W!' el:*sgY erci�tiin s �+e psaaittsd d. ld0ptha In bint 's of ad"d�s�rdinelstaaMtim of p`" viouMainssly ftsdgsd With boat 1aasxd,ir,q r=Ws..nd for Vessel berthing d Seers. the 1974 V.S. Jbsy Oft" of Mhg r4 Mrs shall bye assd to ss+tAblish ad"Sawpm Maydpths. Is. Incidentisl public nuviee purposes which teq:nrarily impact the reomwoes of the area, such as buryiriq cables and papas. Inspection of Pis, aid Maintenance of aecistinq intake a Vatfall lines. 2. slow develgxw*s an the waterfront shall take rote aansideratum misting enable water area for &MkIng facilities. q. 21e ftalwiry policy applies to the tvpar Nsrposti may h�'lcgiwl rite : 0'edQi s diking, or filling will be Pitted only if.thane is no feasible leas Wwirw=m*Ally dMI-100 q alteae rtive, and ire feasiblVlLrdnizee aitilation e@&marea have been pevv3dad tv �rss sewIrOmental effects, and shall be limited to the following; b. � � tian OnIft'ng ar cmu t uctian dasigned to enhance the habitat values of '^' AllY sensitive areas shall be allowed. 5-83-667 Page 4 d. The follaring Mitigation measures shall be required for dredging projects In addition to the requirements of Policy S: a. Dredging and Spoils disposal suet be planned and carried out to amid significant disruptidn to marine and wildlife habitats and water circulation. b. Mointananc+e dredging in Nsq=t pay shall be encouraged, and _ the notarial dredged shall be used to restore or replaw natural sandy sloping beaches in order to retain the current profiles of NSwport dry. MuYta nanoe dredging wuvity shall Mee the approval of the U.S. Ashy Corps of Wgirneers and, a/ere applicable. standards met by the Bvirvswntal Protac Uor, Agency • c. Dredged material not suitable far beecl, replenishment shall be disposed of at a designated EPA disposal site. d. Srnposrary dowatering of ftedged spoils may be auth=ised within the May's drainage if adequate erosion controls are provided and the spoils are roved. A band or a co ntracbma arranx�masrnt shall be a precorditlian to dredging of the material, and final disposal of the decwtared material an the approved dump site shall be accoap"ahad within the time period specified in the psmmit. e. DreBged spoils shall not be used to fill riparian areas, marshes, or natural oeryou. f. Other mitigation mmawaes my include opening areas to tidal motion, renwing dikes. improving tidal flushing, or other restoratian masmurms. q. Dredge spoils writable for beach nipleniehim t Should be tranaportaA for such purposes to apprc-riate beaches or into Suitable langshare arrant systems. S. If the project inmlws diking or filling of a wetland, rTaired niniaaft mitigation smasures ars the following: a. If an appropriate rastmetien site is available, the applicant shall Submit a detailed restoration plan which includes provisions for of l ar greaterpurchase and peo&x ivity and dedication of the land to a public agency or otherwise pannnently restricts Its use hr open apace paaposss. 'Ana site shall be pad ased bafam the dike or fill development any pevoesd. b. Sine applicant my, in some caws, be pe®itt,ed to apes agarivalam areas to tidal acorn or provide other sources of Surface wstar. 1 his method of mitigation would be appropriate If the applioarat already F I filled, diked areas %faich thaemselves were not anvirasnntally Sensitive habitat areas but would I - m - no. if such areas were opened to tidal action or provided with other sauces of waface water. e. Ema ver, if no appropriate sites viler epochs a. and b. are available. the applicant Shall pay an in -lieu fee of sufficient value to an apprapriste public agency for the purchase and -- - restoration of an area of equivalent productive value, or equivalent surface area. this third option would be allowed only if the applicant is unable to find a willing Seller of a potential restoration site. Slue public agency may also face difficulties in acquiring appropriate sites Sven though it has the ability to oora I property. 'loos, the in -lieu fee Shall reflect the' additional costs of acquisition, including litigation, as well as the cost of wstoration. If the public agency's restoration project.i. not already approved by the City, the public agency my need to be a oo-applicant for a permit to provide adequate WeAran ce that conditions men be ito assure that the pu chase of the mitigation site Shall occur prior to issuance Of the permit. In addition, Such restoration mast occur in the OM 9wMv region fe.g., within the same estuary) where the fill uncured. 5-83-667 Page 5 G. A preferred restoration program would rmaon fill frM a facsmrly productive wwtLwd or wbary which is not biologically tapsodvetsve dry lard and would establish a tidal prian necessary to asaaw adequate fludning. Since restoration prolacts neoessarily snmlve Im"Y restoration should przcaI the diking or filling project. At a ninleasn, the permit will be oanditioned to assure that restoration will O=w simultaneously with :pro;Jact construction. Ilestaration and =WVgenaent plans shall be suantted with the permit appliratum. 7. in addition, any project which includes diking, filling or dredging of a %WtLrd or ewbm y must maintain the fowtional c@peeity Of the wtl&W or fUnct aisl capacity earns the ability of the wetland Or aetuarY to by e self' -sue and to mai�t*+ natural sWies diversity. 2n order to establish that the fWctionei c epaeity is being maintained, the applicant twat damn rtsate all of the folloring: a. That the project does not alter pamsmtly oortiuzing plant and animal populations in the aomrystan in a sans that would impair the lonq-te m stability of the ecoristsn% i.e., natural species diversity, aburdwm and co positum are essentially tsndannged as a result of the project. b. 'Ant the project does not ham or destroy a species or habitat that is ram cc endangered. e. That the project does not harm a species or habitat that is essential to the natural biological fur ctioning of the n+atland or estuary. A. That the project does not aignifiontly rdncs earlananptive le.g., fishing. aquacultum and Iaaltinq) or rnncamutgrtive (e.g., water quality and research opparbsLity) values of the retlatd or estuarine emayslam. •. 2f raw or eoganI boating facilities are to be provided in hard =t aim&. they shall be de -+eloped in natural hartars, protacted water areas, and. in weas dredged free dry lard. am range damals for mar or eeVended boating facilities may be poa/tts 3 In wetlands, cab jwt to all other requirements for ds�relapwt in wetlartida discussed in Itl , Iv , 51, 25, and 36 above. Although the Commission will consider all relevant policies of the City's LUP relating to the project, the final standard of review for the project remains the policies of Chapter 3 of the Coastal Act as previously noted. D. Shoreline Protective Structures. Construction of seawalls, revetments and shoreline protective structures is addressed in Section 30235 of the Coastal Act which states in part: M etWts. breakwaters, groins. %arbor channels. Stawalls, cliff ratalning walls, and Other Such construction that alters natural Shoreline processes shall be peneitted %*on required to serve Cwstkt-dependent vies or to protect •alsting Structures or public beaches In danger from erosions and then designed to eltilnate or eft/oa:e adverse Impacts on 1Ou1-ShOrllInc Sand supply. The proposed project consists of a large 42' x 8!�' rock revetment covered with a seasonal deck and pier. The applicant has indicated that construction of the proposed revetment or seawall is essential to the protection of his residence. The applicant's representative has submitted evidence of major damage to the existing residence as a result of wave damage from storm surf during the winter of 1982-83 (See Exhibit 5). In 5-83-667 Page 6 addition, the applicant has pointed out that much of the damage to the existing structure appears to be due, in part, to the location of the existing residence near the entrance channel to Newport Bay. The existing residential structure faces almost directly south and is heavily impacted by south swells during the summer months, especially during periods of high tide. In.addition, the applicant has indicated that a previously existing seawall was totally inadequate to provide protection for the existing residence. In fact, the existing seawall on the property was also significantly damaged during the recent 1982-83 winter storms. As a result, the applicant had an engineering study prepared (see Exhibit 4 ) in order to evaluate different design alternatives so as to develop a shoreline device which would adequately protect the existing home. The proposed project design will extend approximately 42' bayward of the existing seawall. Due in part to the location of the project site and the configuration of the :ite, the existing residential structure is clearly endangered. The Commission concurs with the applicant that a revetment is - necessary to protect the existing residence. In addition, the Commission notes that construction of shoreline protective structures is specifi- cally allowed by Section 30235 of the Coastal Act when required to pro- teact existing structures in danger from erosion. The Commission also takes note of the fact that there are unique circumstances associated with the project site including the configuration of the site and the location of the project site adjacent to the entrance channel to Lower Newport Bay. Therefore, the Commission finds that in order to protect the existing structure from damage that it is necessary to construct a large 42' x 85' rock revetment. A smaller structure would not adequately dissipate wave energy and would subject the existing structure to ongoing damage from storm surf conditions. Therefore, the Commission finds that, as proposed, the project is consistent with Section 30235 of the Coastal Act. However, it is the express intent of the Commission that approval of the project in no way be construed as establishing a precedent for other revetment or seawall applications which the Commission may consider in the future. E. Dikin , Dredging and Filling. The Coastal Act in Section 30233 (a) ( ) - 8) states: (1) New or expanded port, energy, and coastal-Oepandent Industrial facilities, including commercial fishing facilities. (2) Maintaining existing, or restoring previously dredged, depths in existing navigational channels, tsrning basins, vessel berthing and mooring areas, and boat launching reaps. (3) in wetland areas only, entrance channels for new or expanded boatinngg feeilitiasl and in a degraded wetland, Identified ttha Department of Flab a" Game ppuareuant to subdieision1b) of Notion 30011, for boating facilities if, In conj motion with aocb boating facilities, a substantial portion of the Degraded wetland is restored and maintained as a biologically prodective wetland+-tc*rlded,-aaraMerT ltiet-l�h-no-}vant-� !#e-weoe-K The wetland area wed for 5-83-667 Page 7 such !Dating facility, including berthing space, teriiing bested, sacessasy savigatioe ehaesels, and ` necessary 819port service facilities ae-�ewtec bees!-s�osOaaa�t artettd-W*1sftd'*ras'b'ie- *tome& shall act exceed 25 Percent of the ftaraded votland. it ) in apes cuestax •ars, Other than tretlads, lseledisg streams, estuaries, ad lakes, aw me espsnded posting"Iseilitiss. id! Sn""stal V611c Mrvioe Psrpeeed, including but , W" United In@ hary1M sables and Pipes or inspection of piers awe slsintonance of existing !stake and sottall lima. 461 mineral oxtractiond including sand for teetering beached, saeept In enriraraetally sensitive areas. (7) Restoration patposes. (8) nature study, sguaculture, or similar tosorree dependent activities. The proposed project involves the placement of 19 tons of rock revetment in lower Newport Bay. Although the construction of such a revetment project is not a permitted use in Section 30233(a) (1) - (8) the Commission finds that adequate mitigation has been required as a condition of approval. The condition which requires the applicant to participate in a mitigation plan will result in the restoration of 4 square feet of wetland area in Upper Newport Bay for every square foot of water area covered by the project in Lower Newport Bay. This condition will serve in part to offset the loss of intertidal habitat resulting from implementation of the project. Therefore, the Commission finds that as conditioned the project is consistent with Section 30233(a) (1) - ,(8) of the Coastal Act. Public Access. The Coastal Act includes several policy pro- visions which serve to guarantee the public's right of access to and along the shore. Sections 30210, 30211, and 30212 of the Coastal Act statE In Carrying auk the repulronent of section & of article a of the California Constitution, assisuw me gas. which *hall M tonsyicvously posted, and recreational Opportunities •hall be provided for &11 the people eonsis:ent with public safety needs and the need to protect put -lit rights, rights of privetit property owners, and mature! reaOu:Ce •peat+ from OVerYee. 9"010p"nt semi wet antorfare with the puo]bc's right of &tees& to the as& onoto aevvnree 3hrouq►• wp or legislative authorizauding, but not limited to, tion, Incl the wed •l Oey sand and roety coastal beaches to the first ]!we of tarrestesaj vegetation, gal Public access from the nearest pub]it roadway to the aboreline and along the coast Shall be provided in no. development projects escept where (1) It to snconsistett lth public Set V. military maturity steeds, tic the Pro of fragile toastaJ resources, 121 adequate areas& osisto nearby, or (ll agriculture vould at adversely affected. gedicated aeeessvay ohs]] not be required to be opened to public was until a public agency or private -- association agree& to accept responsibility for maintenenee aM liability of the aecessway. 5-83-667 Page 8 Lateral access along the shoreline at the project site is physi- cally impossible since there is no beach, but merely an existing sea- wall and minor rock outcrops on the northerly side of the project site. , Vertical access to the shoreline exists in the immediate vicinity of the projec-t"site via public streets and walkways which provide access both to the shoreline along the Harbor entrance channel and to Corona del Mar State'Beach. Therefore, the Commission finds that adequate vertical access to the'shore exists in the vicinity of the project and therefore as proposed the project is consistent with Sections 30210, 30211 and 30212 of the Coastal Act. rOF 'JL Iffirl •RSANSJA PARA 0 kCCA-riow vKpp Cl T Y of /IIE'wpo�Pr BE•4cN ro o 0 1( P2oJ EC( /~ W o •-� p /i (t •IIt•.v ltly0 �11 Q y17 "I�I�IYI O Ce- Y. IIa r14 VICINITY SKETCH '""'"'�r i Cusr � NlaysoAr 9wY CAL II.ORN/q yI / � Jtrrr 4 Soun0',n95 ore eXpiCssed rn reeyt ono, donore dop /h s b e/ow Meon Lo rver Low 1,lolti Moxil..ci.1, ronys of%ide 4PP�v�t/nso�e�j' lO.+r��{ Ngrbor �ii�e3 ore eaioblr'Shed n+ �h:s . sec��o:� o{Na�✓Porf Bar S N E �L ST2F�T c v!FAo 35' 30 30� 30' 30' 30 Z 15 14 13 n I I IG 2oGK �x�ST B�u41E r3ERr1 ? ' r ¢ 3 2 1 KCAL E I 7 o io W 30 40 50 I `u oPo5E0 _ foamy 2 RE hE� �E2 EXI�i Nj SN o2ELi R NOL�SN�p cn rRoF,6m LAO E OELow wAfE2 t°- RoGK SLOPE 0 WE 1V 0 P-- - B A Y sOL VATT EMGINEEIIS GE�ZALO L, '(HoMPSdhI S 83- (ab %' L/CA.vTS � AooQE55 2701 tif♦E�l- �f Lo Cl T Y oF' Nz' paer 8E.4cl/ MCITY� AR1yE�EPARTMENT MT IEACIL 0 YIDS "f;,7 q�QOJECT 01 _S1TC- 0 Jv E ry o*� O o wI'r/yfr R. T� .�Kt f ff fA' JtA�rp .o VICI MITY SKETCH /.r, NrWIOgr 6. Y CAL IiO4N/q y Jlrrr Sound�ngS oie eXpressad in �s� and d�no�e dfp �h s b e/ow �eoq Lo wsr L o+✓ Wo fti Morn.w.n . ronye of �idC opprvx/�+so�s/y /O ��� Hor6or /.ices ore esi0b/r'5hC& in 70fs,:S . seCfioq or, Bor SZEPAIR 5EA WALL -- I_Z r - EST. MAX. TZUNUP LEVEL EL. + 16 M LLW - PROPOSED 5EA509A L-DECK/Plelt EL.+12 EL.}7 MLLW 1 .`2 A55UM ED EXIST. BOTTOM r! TON 5TO.NE 1/2 TOM 5TOME - 4V- r "5CALE IN FEET p e0 20 wg,g GECLALD L.THOMP50N Vol SHELL ST. HOU 5 E - EX13T. RkT10 SLAB _ FACE OF BULKHEAD _ _ F-%% ST. DUT TRE55 S X 15T, (LOCK FOUTADAT 1011 EXIST SEAWALL �— WOVEN FILTER CLOTH 5-�3-eeo7 a' c. ,XECT1i01V (� - -- r_� r-- Executive Summary of Feasibility Study to Provide Wav D -1 Sa l �►� U Protection for Gerald Thompson S E P I i9E3 Ci►:ifOnti�A COASTAL COIISSION Storm waves from-2 major 1983 storms severely damaged the watetUTH COASt DISTRII` ront home of -Gerald Thompson, located at 2701 Shell Street in Corona Del Mar, California. Moffatt and Nichol -Engineers was asked to develop alternative structural solutions to mitigate future storm wave damage and outline the process for obtaining necessary permits. Several years ago Mr. Thompson proposed that the house be protected by construction of a landfill of approximately 2,000 square feet seaward of the home. Much concern was raised by environmental interests and the project was not pursued. Recognizing the environmental concerns associated with a fill of this nature, Moffatt and Nichol sought a solution that would provide extensive protection for the home without eliminating all nearshore habitat values in the vicinity of the project. Further, we have tried to maintain the natural character of the existing shoreline. The project site, located on the north side of the Newport Bay entrance channel, faces southwest in direct line with the channel entrance and offers a scenic view of the ocean and entrance channel. It is this direct southwest exposure that has resulted in periodic damage to the Thompson home. Design alternatives presented in this study were developed to reduce the potential for structural damage to the home due to wave overtopping, while preserving to the maximum extent possible the scenic view from the home. Mr. Thompson has indicated a willingness to forego some protection against damage, provided a solution significantly increasing S-S3—b67 ��•� s�,a.c, r y boy the level of protection could be devised while maintaining the view opportunity. To preclude wave damage the existing seawall must be replaced with a ` structure that will reduce the amount of wave energy, runup and overtopping. We first looked at unconstrained solutions involving traditional coastal structures which primarily reduce overtopping. by effecting a height barrier to the waves and by dissipating the wave energy. Two conventional structural alternatives were studied: a concrete seawall and a rubblemound seawall. A large concrete seawall located in front of the existing seawall, with a seaward face which is recurved to direct wave energy seaward, could significantly reduce runup and overtopping. However, based on calculated design wave conditions, a conventional concrete seawall of +26.6 feet would be required to protect the home from the theoretical maximum runup. This seawall height would-be 15.6 feet higher than the first floor level of the home and would extend above the floor at the second level. The solution would not only be unacceptable to the owner but would be an eyesore to all in transit in the channel and to shoreline users. Lowering this structure to +16 feet (as shown in Figure 1) to provide at least a stand up view from the living area of the home would allow wave overtopping of 10.6 feet, which during design conditions would result in flooding of the home. The structural integrity of this alternative (at either +16 or +26.6 feet) is dependent on the structural adequacy of the existing seawall and patio slab to sustain wave loads. The strength and location of underlying rock foundation is also critical to success of this system. Furthermore, this system is susceptible to catastrophic failure by waves higher than the design wave. A second,alternative, to place a conventional rubblemound seawall in front of the existing wall, is*ahown in Figure 2. The theoretical maximum design runup on a rubble wall was estimated to be +20.8 feet. A +16 foot rubble seawall would allow for 4.8 feet of overtopping as compared to 10.6 feet for the concrete seawall structure of the same height. The rubblemound would extend 42 feet along the bottom from the existing seawall to the toe at MLLW. This alternative is less dependent on the structural integrity of the existing seawall, floor slabs and foundation material than Alternative 1. The rubble mound seawall is a flexible design that can sustain waves larger than the design wave with only moderate damage to the home behind the protecting wall. The design would blend with the rocky shoreline character of the surrounding area. However, the +16 foot height is considered unacceptable to the homeowner. To decrease the height of the wall while providing a significant level of protection it was necessary to develop a system which has not been model tested but which appears to provide suitable levels of protection when tested by theory and calculations. Because of the advantages of the rubblemound wall over the concrete wall we explored rubble wall modifications. Alternative 3 consists of a wide, porous revetment or rubble structure of low -height. This proposed structure in theory is capable of dissipating and absorbing wave energy within porous layers of stone before the wave energy reaches the existing seawall. Wave runup and overtopping are expected to range from 3.5 to 6 feet with some flooding of the home under design conditions. The structural integrity of the home, however, would be maintained. Large stone is used throughout the structure to maximize the amount of voids. This third alternative appears to be a workable solution to the problem and is acceptable to the homeowner. The "footprint" of the rubble revetment is the same as that of the conventional rubble mound seawall of Alternative 2. Voids in the structure would provide numerous surfaces for growth of marine life. The rubble revetment would be built entirely within the existing U.S. Bulkhead line, would have no effect on existing navigation channels, and would blend with the surrounding shoreline. Construction costs of this third alternative are estimated to be $100,000. It is proposed that appropriate permits be acquired to proceed with design specifications and construction of alternative 3. i «OR 'ITCL 2N fT i• 7Bi A ?\S- \• _ NOR CL 1• rT _ = CL .2 CA• VCR r CL A ►i CL ti FT R[ro•1tn 2 I I i\ 1 _ able �:�e • \ \\ \\ 13 A•11 3 ..L•.. J4 14 12 i �/ `\\ \- 10 Mama, Dow .p I q 12 12 12 14 A• 2 n 12 Coast GAS w.a n 1 „ 12 12 II 12 7' .•_ 12 73 13`'3 M. �- 1213 —,Z • 12 �.� 20 .. y / : 13 13 _ I�17��•�i'�'' � �N•� ��`3+ 12'2•.. •y -:1 ` \110 i fir'-F_ IG_�• • � .R•6._ - 24.,12t,7M^� �nR4: ,.,r, JF CnN� ' DEL IMAR Ohio- ,r= 1 !' 8 25 24 3 28 24 1 c� 5 ..►r+rr/i SITE ,-C�CATION z 3 31 ' 29 ..................... ..-........... 27 2a t' 8 .3632 24 39 37 .ly1 11 IS • ' ���/ 69 44 30 7 ;1 or 1 , 9. 16 25 1 1 ' :10. 17 .. 97 _ S79 1 _ ,' 30 ... 16 19 27 85 55 . � 22 •91 1 : 24 19: 16 103 102 79 ` 4. 46 34 2\1 I F1 R Ia•c 400 6u 4 �� 27 17 .5 •�... 25 7 73 ` ` 40 251 �26 30 36' 10 108 S i 66 28 23 117 101 48 % S 40 32" 126 S SB < R Bn 285 ; 24 .� 4 , 123 - � 116 94 • � 44 33 G7 � � 126 � � 90 �.• 42 S 106 F�� 57 s 4E a 163 25 - + 99 89 66 s 5" - 49 s 42 34 14: 63 51 s 123 ' 139 I `114 ,g 42 FI,gURE 1:. SITS LOCATION '` �Sa � 40 03 N � t� w o w u'l J Q Q J o ui ILI �l. Z W O J T S 2 O Q J Z N 0u W W 1 Z 1 J W �� Q u_ N W • f=n COI d) >e. 0 to Li. W � .o D� �0 Q� w :z R o w o o �o N Qto In .l w a[ LD LL .O, O F` O Ll U u � J OC �4J J J uW of Y Q IL ~ N N W O W W W O OL O (L S LD W i 0 _ J b'- 1 '0 111 % Q Z W oC Z W O J N Q Z � OO to � N Q u W LL W 7 N Q IL - �;. • _ -s - wj • J GERALD L. THOMPSON OWNER THOMPSON TOOLING COMPANY FIBERGLASS BOAT MOLDS 2701 SHELL STREET CORONA DEL MAR, CALIFORNIA 92625 t714) 673-6738 i4�&tA5CA- "*'� 56 J"� a 2'" STATUS SHEET 0 HARBOR PERMITS LOCATION —,,?70/ e-11 PLERIB! IT APPLICANT NAME C-7 CONTRACTOR Date ReC'v 7-24"f"3 Fee Amt. Date Reviewed by Marine Dept. 1 2--l- 4' Approved----- D e n i e d----,-- Corection Required - Description City Council: Approved Deni ed Remarks DATE MATERIAL SENT/APPROVED C.O.E. SCRZCC, 1. Application 2. Consent Ltr.. 3. "Waste" Ltr. 4. Drawings 5. Staff Report, C. 7. 8. RIEMARKS New— Re v i s I of) Dredging Fee Processed SARWOCB J.H.C. OR. CTY. r IDATIL FINAL CITY OF NEWPORT BEACH Marine Department January 31, 1983 TO: FILE FROM: Marine Director SUBJECT:: Permit # 105-2701 The Marine Director and Dennis O'Neill met with Gerald Thompson on his property this date to discuss wave damage to his home, pier, and deck. The Marine Director outlined to Mr. Thompson the permit process that would be required to bulkhead and fill, versus replacing the concrete deck. It was also advised that engineering alternatives be reviewed with a competent marine engineering firm such as Moffat and Nichols. If an objection is received the extension application shall be reported to the Commission for possible hearing`. Persons wishing to object or having questions concerning this extension application should contact the District office of the Commission at the above address or phone number. NOTICE OF PENDING PERMIT A PERMIT APPLICATION FOR DEVELOPMENT ON THIS SITE IS PENDING BEFORE THE CALIFORNIA COASTAL COMMISSION, PROPOSED DEVELOPMENT: RELOCATION OF EXISTING DOCK AND PIER LOCATION: 1804 SOUTH BAY FRONT NEWPORT BEACH, CA APPLICANT: JEROME H. THOMPSON 3242 ARLINGTON AVE., RIVERSIDE, CA 92506 APPLICATION NUMBER: 5-82-194E DATE NOTICE POSTED: FOR FURTHER INFORMATION PLEASE PHONE OR WRITE THE OFFICE LISTED BELOW BETWEEN 8 AM AND PM, WEEKDAYS. MARINE DEPARTMENT January 22, 1979 TO: MAYOR AND CITY COUNCIL ITEM NO.: H-11 FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION NUMBERS 175-808, 129-2572, AND 109-1911 Recommendation If desired, approve the maintenance dredging applications. Discussion The applications require City Council approval under the conditions of approval placed on the City of Newport Beach general permit for maintenance dredging issued by the U. S. Army Corps of Engineers, on February 12, 1974, and subsequently amended on May 10, 1977 to allow beach restoration. The locations and applicants for the proposed dredging and beach restorations are: 175-808 J. A. La.Haye, 808 Via Lido Nord 129-257Z California Recreation, 2430 Bayside Drive 1-9 �11 Don Russell, 1911 East Bay Avenue The staff has reviewed the projects and has determined that the work will be done within the parameters of the Corps of Engineers permit. The dredging contractor will place a filter screen around the discharge site to control turbidity. There is -no known eel grass in the vicinity of the projects. All dredged material will be placed on adjacent beaches. This will aid in the restoration of beaches bayward of private residences. D. HARSHBARGER, DIRECTOR MARINE DEPARTMENT Tony Melu 7 Harbor Inspector TM: 11 CITY OF NEWPORT BEACH MARINE SAFETY DEPARTMENT RECORD OF ORAL INFORMATION From:In person 7 "3.— 6`7 3 ,V Address: Cl Z—n,t L Telecon No I INIT. DATE M.S. DIRECTOR ASST.DIRECTOR SECRETARY File: (� Date: S ?, Outline of Information received given a/s, e�✓•l'C'lfifC'� �' ���7. r/1cle,f� �1 64-4- Coy_ Action Required Person Responsible Date Due: V V L'l" C C. �/� b�� �. t�° �1�� ' - . ✓L'.�/��..p� / -� if V121 d-1-11-11 1 MARINE DEPARTMENT July 14, 1975 ITEM NO.: R-1 TO: WNYOR AND CITY COUNCIL FROM: Marine Department SUBJECTo_ ARBOR PEST APPLICATION 102-2701 BY MR, OECD L. T O SON TO CONSTRUCT A NOI�-OONFOPLNII G PIER . B YW RD fly° 2701 HELL STREET . Recommendation if desired, (a) accept the Negative Declaration as written, and � approve the Harbor Permit subject to ,..1 The approval of the Carps of Engineers 2. The City Harbor Pet it not be issued until such timeas the cc eversion of the two dwellings are initiated 3. Any -existing ramp, float or piling bayward , of the proposed pier be removed. f 4e The pier extend no further bayward than 25' from theexist- ing cantilevered concrete parapet. 54 That no boats longer than 18 feet be anchored bayward, tied w & to, ' or supported from the new pier. Discussion The Joint Harbor Committee at their June 24 Meeting reviewed he appli- cation and recommended that the City Council approve the Harbor Pemitm INovember of last ;year, Q Thompson applied to the City for a perm -it to construct a bulkhead and fill submerged rands. The :purpose for that request was to provide property protection for the Thompsoa horse during high tide and storm surf conditions. The application was taken to the Joint Harbor Corr ttee at their December 10 meeting because of the unique- ness of the site and because of conflicts with the City � s Harbor Policies, The JointHarbor Committee after reviewing the application with regards to possible environmental impacts, recommended that the permit be denied "until, such time as alternate methods have been evaluated by the appli- cant and an E,I.R. has been prepared and evaluated". It is the understanding of the staff that Mr. Thompson contacted several environmental consultants for the purpose of evaluating the proposed pro- ject. As a result of concerns expressed by the consultants and variousgovernmental. agencies from wham approval must be received, Mr. Thompson has decided notto pursue the bulkhead and fill, concept. Hence, the < APPLICANT: GHRALD L. THoMPSoH PAGE ' TWO current application to construct a non -conforming pier. The pier will be non -conforming in configuration only, not in structural. design. This proposal is an adaptation of an alternative listed in the staff -,report to the ,point Harbor Committee at their December 10 meeting. During high tide and/or high surf conditions, the proposed pier will serve to stop the upward swell of the waves thereby effect- ively preventing water from entering the applicant's residence. The applicant has chosen to construct a pier over the other alternatives suggested for the following reasons: 1. Dredging an amount sufficient to lower the bottom profile would entail dredging towards the entrance far beyond the applicant's property and prove to be costly. 2. A minimal length cantilevered deck would le difficult to construct since an adequate base for anchoring could not be constructed because of the existing improvements on the property. 3. A rock revetment would be to costly and if cons eructed in such a manner as to be unobtrusive may allow overtopping by wave swells thereby not providing maximum protection. The installation of additional piles in --he project area will be necessary. Existing piles along with a portionof the e isti. a pier, the existing ramp and float will be removed and not replaced. The total square footage of grater, space to be occupied by the pro- posed pier is approximately'the same as that 'occupied by the e.xist- ing facilities which are to be removed. 'he proposed const ttctior� .wi.11 connect the new pier to anexisting pier. The applicant, Mr. Thompsonr plans to jointhe two existing dwellings to .form a single residence and combine the tc_o' hots into one lot. There ore# the 5' setback requirement o ;he Hatbox Pelt Policies only applies to the "Outside"'property limes. The current application has been referred to the Ci.tyl Vnvironmental. Affairs Committee alongwith a Negative Declaration g ai.ion or the ro eat submitted by the applicant. The E.A. =. has accepted p P,�ed the Negative Declaration and -approved the project. D. Harshbarger,'Assistant Director Tidelands operations Division Marine Department DH:oE:1f DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT. CORPS OF ENGINEERS P. O. BOX 2711 LOS ANGELES, CALIFORNIA 90053 SPLCO-N Mr. Gerald L. Thompson 2701 Shell Street Corona Del Mar, CA 92625 Dear Mr. Thompson: 6 July 1976 Reference is made to'your request of 18 March 1976 (76-82). Upon the recommendation of the Chief of Engineers and under the provisions of Section 10 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 403), you are hereby authorized by the Secretary of the Army to construct and install a pier at 2701 Shell Street, Lots 14 and 15, Block C-33, Tract Corona Del Mar, in Newport Bay, Pacific Ocean, City of Newport Beach, Orange County, California, as shown on the attached drawing and subject to the attached conditions (a) through (v). Notice of the commencement of the activity must reach this office at least 5 days before the activity actually starts. Please use the inclosed forms. BY AUTHORITY OF THE SECRETARY OF THE ARMY: C i 1 Incl HUGH G. ROBINSON Work Status Forms (dupe) COL, CE District Engineer STATE OF CALIFORNIA Edmund G. BrOTan Jr.p__GOverrOr - rALIFORNfA COASTAL ZONE CONSERVATION COMMISSION '.- SOUTH COAST REGIONAL COhWISSION 3 E56 E. OCEAN EOU EVAR7, SUITE 3107 No R O P.0. BOX 1457 q o IOi:G BEACH, CALIFO N{A 90801 O'J'i7�` (714) E45-064II 590-5071 ADMINISTRATIVE PEPOPUT Application Number: A--2-25-76--7135 Name of Applicant: Gerald L. Thomo,son 2701 Shell St., Corona Del Mar, CA 92625 Development Location:, 2701 Shell St. Corona Del Mar, CA Development Description: Remodel 2 existing 2—story single family dwelling & combine into 1 2—story r_ esidence and combine existing, parcels by covenant to make l R--1 building site. Also remove existing ier and float and e `'nstr�c_t new pier within existing U.S. Pierhead _Line ($2� ,700)• 1. In accordance with Section 274227 Public Resources Code, the Executive Director on behalf of the South Coast Regional Commission finds that CD said development will not have a substantial adverse environmental or ecological effect and is consistent with code9 Sections 27001 and 27302. 2E ':,nerefore, administrative permit A--2--25-A76-7135 i5 approved. r, Y �-: this pe_��Lit shall not become e � ec'ui ve until tine attached Vf-r^ flCat`,on of'-perr..Iit has been rerurncd i�0 _�'le South CiOccS� Regional CoTmmission upon which copy all permittees have ackn:owl edced that they have received z copy o-f the permit and understoo its contents. Said acknowledgment should be returned v�ithin ten days following issuance of this permits Executed at Long Beach; California March $, _ )7 _ Date 1-i. J. Carpen'Ger Executive Director - s s 2 5) 71 u Frj ��..(( 9'(q6 r. e.e ` d�+cN ..� Q \ � B •aLHOA D o� `� Z CVKa.vq \% I C) MIT 1 S k E { C {� wcsr �ErY/ i E asl� NEwNogY f3'fi (/ CAL lroRNI/a o �z / t Jr r-_ j ..cLe - 11 qre F,,S��rC�sad rn /eef onc/ da�.,aie i dEp ! •s WvY"er. /✓Ioxr.,,cim � 1 vonyP o/' /ide OpPrclxlrnois/,: /O /Naf. HarGor /,ine5 J 4mare secf.on o{h'Cwpol-f t3Or Jo s -FIR i A Exict'-9 i � � f�7 8u1}iheuS 1 � 1 { :s er td L. Thompson J C33Plaq- LN, 1 I a D c fr G7 L6� V ir' L.4 W 'J CY es— ? y 1.4 o VICIMITY 5t<ETCHEasy N E w P- o r4 r C3A y/ CAC FUR NIA 7 Ole Iee? andc4p,�C21&- 0 '0 W 7co'? Lnwer Low Maee'v. circ- enTloblf'shed ol"Alciv;,c.,oll Oa/-. OB a S, tic wrol .-..s 6 � ca Gem I R7C) I I do .4-0-ov?,Fse C,)",o V),k D .1 Me, V- C- G,11,11, -A 4 ):>1,L ��14A—zv_ -- MARINE DEPARTMENT July,14, 1975 ITEM NO.: H-13 TO: MAYOR AND CITY COUNCIL FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION 0102-2701 BY MR. GERALD L. THOMPSON TO CONSTRUCT A NON -CONFORMING PIER BAYWARD OF 2701 SHELL STREET Recommendation If desired, (a) accept the Negative Declaration as written, and (b) approve the Harbor Permit subject to: l.. The approval of the Corps of Engineers. 2. The City Harbor Permit not be issued until such time as the conversion of the two dwellings are initiated. 3. Any existing ramp, float or piling bayward of the proposed pier be removed. 4. The pier extend no further bayward than 25' from the exist- ing cantilevered concrete parapet. 5. That no boats longer than 18 feet be anchored bayward, tied to, or supported from the new pier. .Discussion The Joint Harbor Committee at their June 24 meeting reviewed the appli- cation and recommended that the City Council approve the Harbor Permit. In November of last year, Mr. Thompson applied to the City for a permit to construct a bulkhead and fill submerged lands. The purpose for that request was to provide property protection for the Thompson home during high tide and storm surf conditions. The application was taken to the Joint Harbor Committee at their December_10 meeting because of the unique- ness of the site and because of conflicts with the City's Harbor Policies. The Joint Harbor Committee after reviewing the application with regards to possible environmental impacts, recommended that the permit be denied "until such time as alternate methods have been evaluated by the appli- cant and an E.I.R. has been prepared and evaluated". It is the understanding of the staff that Mr. Thompson contacted several environmental consultants for the purpose of evaluating the proposed pro- ject. As a result of concerns expressed by the consultants and various governmental agencies from whom approval must be received, Mr. Thompson has decided not to pursue the bulkhead and fill concept. Hence, the APPLICANT: GERALD L. THOMP80N PAGE TWO current application to construct a non -conforming pier. The pier will be non -conforming in configuration only, not in structural design. This proposal is an adaptation of an alternative listed in the staff report to the Joint Harbor Committee at their December 10 meeting.. During high tide and/or high surf conditions, the proposed pier, will serve to stop the upward swell of the waves thereby effect- ively preventing water from entering the applicant's residence. The applicant has chosen to construct a pier over the other alternatives_ suggested for the following reasons: 1. Dredging an amount sufficient to lower the bottom profile would entail dredging towards the entrance far beyond the applicant's property and prove to be costly. 2 A minimal length cantilevered deck would le difficult to construct since an adequate base for anchoring could not be constructed because of the existing improvements on the property. 3. A rock revetment would be to costly and if constructed in such a manner as to be unobtrusive may allow overtopping by wave swells thereby not providing maximum protection. The installation of additional piles in the 'project area will be necessary. Existing piles along with a portion of the existing , pier, the existing ramp and float will be removed and not.replaced. The total square footage of water space to be occupied by the.pro posed pier is approximately the same as that occupied by the.exist- ing facilities which are to be removed. The -proposed construction will connect the new pier to an existing pier. The applicant, Mr. Thompson, plans to join the two existing dwellings to form a single. residence and combine the two lots into one lot._ Therefore, the 5' setback requirement of the Harbor Per Policies only applies to the "outside" property lines. The current application has been referred to the City's Environmental Affairs Committee along with a Negative Declaration for the project submitted by the applicant. The E.A.C. has accepted the Negative Declaration and approved the project. D. Harshbarger, Assistant Director Tidelands operations Division Marine Department DH:GEW:lf IC2':�2 -2e I Mr. Gerald Thompson 2701 Shell Street Corona del Mar, CA .Dear Mr. Thompson: Enclosed is a copy of the staff report sent to the Joint Harbor Committee for their review based on the preparation of the Environmental Assessment prepared for your project. The Joint Harbor Committee will review this. item at the meeting scheduled for June 24 at 4:30 p.m, in the meeting room of the Harbor District at 1901 Bayside Drive. Sincerely, "Glen elden Tidelands Operations Coordinator Marine Department GEW: 1 f Enclosure 1 ' . t _ x MARINE DEPARTMENT July 14, 1975 ITEM NO.: H-13 TO: MAYOR AND CITY COUNCIL FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION #102-2701 BY MR. GERALD L. THOMPSON TO CONSTRUCT A NON -CONFORMING PIER BAYWARD OF 2701 SHELL STREET Recommendation If desired, (a) accept the Negative Declaration as written, and (b) approve the Harbor Permit subject to: 1.. The approval of the Corps of Engineers. 2. The City Harbor Permit not be issued until such time as the conversion of the two dwellings are initiated. 3. Any existing ramp, float or piling bayward of the proposed pier be removed. 4. The pier extend no further bayward than 25' from the exist- ing cantilevered concrete parapet. 5. That no boats longer than 18 feet be anchored bayward, tied to, or supported from the new pier. Discussion The Joint Harbor Committee at their June 24 meeting reviewed the appli- cation and recommended that the City Council approve the Harbor Permit. In November of last year, Mr. Thompson applied to the City for a permit to construct a bulkhead and fill submerged lands. The purpose for that request was to provide property protection for the Thompson home during - high ,tide and storm surf conditions. The application was taken to the Joint Harbor Committee at their December.10 meeting because of the unique- ness of the site and because of conflicts with the City's Harbor Policies. The Joint Harbor Committee after reviewing the application with regards to possible environmental impacts, recommended that the permit be denied "until such time as alternate methods have been evaluated by the appli- cant and an E.I.R. has been prepared and evaluated". It is the understanding of the staff that Mr. Thompson contacted several environmental consultants for the purpose of evaluating the proposed pro- ject. As a result of concerns expressed by the consultants and various governmental agencies from whom approval must be received, Mr. Thompson has decided not to pursue the bulkhead and fill.concept. Hence, the APPLICANT GERALD L. THOMPSON PAGE TWO current application to construct a non -conforming pier. The pier will be non -conforming in configuration only, not in structural design. This proposal is an adaptation of an alternative listed in the staff' report to the Joint Harbor Committee at their December 10 meeting, During high tide and/or high surf conditions, the proposed pier will serve_to stop the upward swell of the waves thereby effect- ively preventing water fromenteringthe applicant's residence. The applicant has chosen to construct a pier over the other alternatives suggested for the following reasons: 1. Dredging an amount sufficient to lower the bottom profile would entail dredging towards the entrance far beyond the applicant's property and prove to be costly. 2. A minimal length cantilevered deck would le difficult to construct since an adequate base for anchoring could not be constructed because of the existing improvements on the property. 3. A rock revetment would be to costly and if constructed in such a manner as to be unobtrusive may allow overtopping by wave swells thdreby not providing maximum protection. The installation of additional piles in the project area will be necessary. Existing piles along with a portion of the existing pier, the existing ramp and float will be removed and not,replaced. The total square footageofwater space to be occupied by the pro- posed pier is approximately the same as that occupied by the exist- ing facilities which are to be removed, The proposed construction will connect the new pier to an existing pier. The applicant, Mr. Thompson, plans to join the two existing dwellings to form a single residence and combine the two lots into one lot. Therefore, the 5' setback requirement of the Harbor Permit Policies only applies to the "outside" property lines. The current application has been referred to the City's Environmental Affairs Committee along with a Negative Declaration for the project submitted by the applicant. The E.A.C. has accepted the Negative Declarationand approved the project. Q�%d�r��jigrgc.� D: Harshbarger Assistant Director Tidelands Operations Division Marine Department DH:GEW:1f MARINE DEPARTMENT June 10, 1975 TO: CHAIRMAN AND MEMBERS OF THE JOINT HARBOR COMMITTEE FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION #102-2701 BY MR. GERALD L. THOMPSON TO CONSTRUCT A NON -CONFORMING PIER BAYWARD OF 2101 SHELL STREET Recommendation -If desired, (a) accept the Negative Declaration as written, and (b) recommend that the City Council approve the Harbor Permit subject to: 1. The approval of the Corps of Engineers. 2. The City Harbor Permit not be issued until such time as the conversion of the two dwelling is initiated. 3. Any existing ramp, float or piling baywardofthe proposed pier be removed, 4. The pier extend no further bayward than 25' from the existing cantilevered concrete parapet. 5 That no boatsVbe anchored bayward of or tied to the new pier. / /"IeV / - Discussion` In November of last year, Mr. Thompson applied to the City for a permit to construct a bulkhead and fill submerged lands. The pur- pose for that request was to provide property protection for the Thompson home during high tide and storm surf conditions. The application was brought to the Joint Harbor Committee at their December 10 meeting because of the uniqueness of the site and because of conflicts with the City's Harbor Policies. The Joint Harbor Committee after reviewing the application with regards to possible environmental impacts, recommended that the permit be denied "until such time as alternate methods have been evaluated by the applicant and an E.I.R. has been prepared and evaluated". It is the understanding of the staff that Mr. Thompson contacted several environmental consultants for the purpose of evaluating the proposed project. As a result of concerns expressed by the consultants and various governmental agencies from whom approval must be received, Mr. Thompson has decided not to pursue the bulkhead and fill concept. Hence, the current application to construct a non -conforming pier. This proposal is an adaptation of an alternative listed in the staff report to the Committee at their December 10 meeting. APPLICANT GERALD L. T HOMPSON" PAGE TWO During high tide and/or_high surf conditions, the proposed pier will serve to stop the upward swell of the waves thereby effect- ively preventing water from entering the applicant's residence. The applicant has chosen to construct a pier over the other alternatives suggested for the following reasons: 1. Dredging an amount sufficient to lower the bottom profile would entail dredging towards the entrance far beyond, the applicant's property and prove to be to costly. 2. A minimal length cantilevered deck would be difficult to construct since an adequate base for anchoring could not be constructed because of the existing improvements on the property. 3. A rock revetment would be to costly and if constructed'in such a manner as to be unobtrusive may allow overtopping by wave swells.thereby not providing maximum protection. The installation of additional piles in the project area will be necessary. Existing piles along. with a portion of the existing pier, the existing ramp and float will be removed and not replaced. The total square footage of water space to be occupied by the pro- posed pier is approximately the same as that occupied by the exist- ing facilities which are to be removed. The proposed construction will connect the new pier to an existing pier. The applicant, Mr. Thompson, plans to join the two existing dwellings to form a single residence and combine the two lots into one lot. Therefore, the 5' setback requirement, of the Harbor Permit Policies only applies to the "outside" property lines. The current application has been referred to the City's Environ- mental Affairs Committee along with a Negative Declaration for the project submitted by the applicant. The E.A.C. has accepted the Negative Declaration and approved the project. D. Harshbarger, Assistant Director Tidelands Operations Division Marine Department DH:GEW:lf S � C l w r, k e: rs'E*�>fF, ;;' F���ary �•9�c�x-7 La w�°r Low Wtr r`e*r. r'tl/q, rc„�iye-> �+f �ro'� grnprc�Xrkrl�t�e•!Y lc� ��^c� h'c�rErtr ors `�'slCrfrlr`�h�d ie� �h:� ;Sec-�rvya aff��sY�dr`' p X i {°fv Aft, C ci.kil'tY :.A\i1.A w 5[ SwA'4 # AAPZ -' R-701 Shell il, 0 -" cc, DOI t C1 lay U N0vVN-JG)iII"[' 3300 Newport Boulevard Newport Beach, California 92660 714/673-2110 July 10, 1975 Mr. Gerald Thompson 2701 Shell Street Corona del Mar, CA Dear Mr. Thompson: Enclosed is a copy of the staff report sent to the City Council for their review based on the preparation of the Environmental Assessment prepared for your project. The Council will review this item at the meeting scheduled for July 14 at 7:30 p.m. in the Council Chambers of City Ball at 330o Newport Blvd. Sincerely, Glen E. Welden Tidelands Operations Coordinator Marine Department GEW:1f Enclosure MARINE DEPARTMENT May 30, 1975 TO: BILL FOLEY, ENVIRONMENTAL COORDINATOR FROM Marine Department SUBJECT: NEGATIVE DECLARATION FOR PIER CONSTRUCTION AT 2701 SHELL STREET The attached Negative Declaration for the subject project has been submitted by Mr. Gerald Thompson for the City's review and approval. I would appreciate this report being sent to the E.A.C. on June 4. .This will allow the Marine Department to resubmit the Harbor Permit .application to the Joint Harbor Committee for their review on June 10. Glen E. Welden Tidelands Operations Coordinator Marine Department GEW : l f 1 November 18, 1974 MARINE DEPARTMENT TO: COMMUNITY DEVELOPMENT DEPARTMENT BILL FOLEY FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION FOR PERMISSION TO CONSTRUCT BULKHEADS Bill. Per our discussion attached are copies of drawings showing the proposed construction of bulkheads at two locations in Newport Bay: L 1. 915 Via Lido Soud - Lido Isle 2. 2701 Shell Street - Corona del Mar The bulkhead on Lido Isle involves no major excavation or fill, the bulkhead in Corona del Mar will involve filling and will cover a rocky area presently exposed during low tides. I will appreciate a determination by yourself or the Environmental Affairs Committee as to the need for an E.I.R. for either of these projects. Glen.E. Welden Tidelands Operations Coordinator Marine Department GEW:lf r 7 ,2 CITY OF NEWPORT BEACH August 23, 1971 Item No. E-2 TO: MAYOR AND CITY COUNCIL FROM: Harbor & Tidelands Administrator SUBJECT: HARBOR PERMIT APPLICATION NO. 105-2727 APPLICATION TO: Construct a ulkhead.along a portion of the southerly property line of Lots 1, 2,;and 9 Block C-33, Corona del l�lar ,(2727 Shell Street). APPLICANT: Ar. Edker Pope RECOMMENDATION: If desired, approve Harbor Permit Application No. 105-2727. DISCUSSION: A. The upland property involved is unusual in that it is rugged, sloping terrain terminating at the waters of Newport Harbor in a steeply sloping rock face. B. 'Approval of .the city Council sdoesrequired conform torthe Permit policies because the type ofbulkhead standard harbor drawings. C. In the proposed construction, the architect has complied with earlier recommendations of this office and the proposal has been reviewed and received engineering approval from the Public Works Depart- ment . The rock rubble face on the bulkhead is recommended because of: 1. Aesthetics and conformity with the surrounding area. 2. Wave energy absorbtion due to increased surge problems experienced near the harbor entrance. D, Application has been made to the U. S. Corps of Engineers; however, a Corps of Engineers permit will be granteonly the id Counciter the proposed construction receives approval E. All residents within 300' of the proposed construction have been notified in writing that this application would uld31, 1 e considered by the city Council at its regular meeting ofAugust G. M. DAWES GMD/db C Attachment PROPERTY OWNERSHIPS IN CH11 COVE C' C 7/pJ Note: State owned lands and Tidelands All right-of-way dedicated to the rz City of Newport Beach for street l00000g City owned lands purposes. C� Privately owned lands All lots bayward of shoreline held by upland owners, except those on ®®® Shoreline Rock Street and Wave Street, which are held by Gertrude Ralphs of ■mmmm Tidelands limit: Adjudicated McCall, Idaho line of mean high tide (O.C.S.C.C. 40024) %I? -IT (I' 20 no •.ca�.l, Iso• 17 Y7 P1 e4,.�• N . 13 11 ��� /1 % � PCB •� . ��� - _ 67AT" `N - - /O v Or 00 00 Q N J'j� , 00 OQ 00 - '� `p�I ' �� 00 y 00 C) Opp 00 O O 00 W YOM— OO O M .�... g c 1 ✓�_ _- 00 0'1 2e alsftllo I�/�/W�/ ..tip✓✓..N/./ - -`7 - - - OUFSTION "p- wIhevc Z W ® I S A (J C N"��I.J�.. iV✓.../ri"J../J •�- • v - - i mil. �f .- - ` - Cl r Y- oc- Newoo.,er 6.,c-.4clv ro (sue PO[h CID , 120jecT gas r,Sc VICINITY SRETCH #JffwP'*Mr DAY, CAL liroftf4l^ 'fe!l v nNp 5,0 C/,n CFO 02 qp 5 OPv in Aralo and C/wova/e beloW Afc"#? lovvdrp LOW Waofd.^ -W4CPZ,?Mvc.*"p of joiopc Ao AodpA , Harbor ore-c*oab1,f5*drOf /;V Vof*; 0PrMCW,~1 A50r. so, M 119WIpa2 , OA'r 'a 120 30 40 5D DATE '- ,APRLlc,4A-.,-rs cr Ze n4o,s Aoozess CovreA c rom OA re I OF z 10 Co 7' Y cw NzwpoRr r o ' poaECT e w icr�rl .o Q • C t �- �'► '� i- C'` es4 VICINITY. SKETCH """fir Nswvowr DAY Clit lmr&w% #A ; _ . y j4r"r Sound�ei9s ` oio 044wessad M •feof once ofi.,ofo 4epl?ra be%+v... !yltor�.__towtr_.Low L✓aftrs .. A44&x;.,,wm, .' roA9r of fide op/rox/•r,OiiJy /JD4,0,g.:Vcwh., O.iat; are esio6/i9hed a* �Ii:s . see�io r ofN�w rf Bob. REPAIR 5E-A WALL -- — - HOttSE_: ��T: �pac.-wuHaP= rive -. M"ATIO. sub �L,'MLL�If o777 -__BW KAMAD :TObJ� 5CdkLt t%. FeMT war®vEt�tt :ceO� �o .20 �./C,14.,r$ 'C RA1.D L..TH�MP®J®N GoT-14 �13�.Bea, G33_ T,e ✓®B AoozessCowrsAC^o•e:: OATS. 2 OF 2 �I CITY OF NEWPORT BEACH HARBOR PERMIT PERMISSION IS HERE=BY GRANTED. TO CONSTRUCT AND MAINTAIN THE FACILITY F'J+Cfjl:`N ON TOE REVERSE HEREOF, AT THE SITE IN'DICA'lED, SUEJECT TO THE PROVISIONS Of THE HARBOR PERMIT P-3LIC=Ef. zF Nc:V P0l'3T ,13EACH ANL ANY SPECIAL CONDITICNZ Li%SY"- HEREON. TOIS PERIVIF IS NOT TRANSFERABL:': V,T?k!,OU-i €iE WRITTEN CONSENT G THE CITY HARBOR C004 D,";'4A` =:R OR CITE' COUNCIL. TH RIGHTS GIVEN UNDER 1'Io55 PERMIT ARE PF_p%'jAj5SIVE ONL AND THIS PERMIT MAY BE REVOKED BY THE CITY COUNCIL IN ACCORDANCE WITH TITLE��HE MUNICIPAL CODE. 441 /.e OI' ,- ;z=s R 000RDINATOR INSI11 DATE -- 1 'SPECIAL CONDITIONS: Corps Yl Engineers Permit / Z-=— / '7 Orange County Per Other AUtH9kIZ-9R 04Y CITY COUNCIL .. 3 } : , Y TO FE OF -REVE.TME,NT - ,z SR ry v P �4� V > 2 _-.. w 70 �� r- r. _f■�,: - -., .. Y s �s :. s '4 `r - �K'�iP�, `. s.:` r �._. _- :-_. ... .. - '.:: - e<. r-e...i ... .. - 9...[., . _ - i-•'_ -° �. n, I. -s. -... •. „5-_+a -ate -. mS .S e, -`S:Li - n. _,. _.. , . a > y a. s .. - j a' Y1. . f r -'-T . 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I I-I,I--I�. �-II I 1--I. . .I I . 1 -, .-.- - I I'- -.II I I .�II �I, 1- �I I , III I1, I .� - II� I �I �III� � 'III� � - � , "� I'III �I 1 III -11II- I 1LII �� �'II III , I ' � I ��' - ,x,/**I�*I�I N II �I 1�-'1 _Z I'�� -Q Q h p 9r r 6. ® :, �r I - _- __ a n 1 1' ` r� 'Qp �-0 O k.•, , / 3,�s. V '�- I ` I- _ _ 1 a Q D Go %I �i �+ } Al .4 0 -2gz8• Il _ �� ra 4�• N 4 44 •z� % h 3 2 t h; V G0. t F C ,. D 1 r QgaS N /a aa.� 'j ;�: - 1 _ ,,1 :C3 7, Ga. 5, t�.1 3V /�n` S n C' �.,,, - '1. '` -..� N • }" / /s �P P' ®V'"'''� -,. �h I f, Q - ` - 1a•Gr o. a \ �.1 Q .wto /�' 9 9' No v { � G 5` v 5 ,. ?�a 371 `3 es 14 . � � "� a p I � tt-J► h z� 9 � a � 'L- n o 3�4-5 A `7 W 27/5 Q p 4� w"l M .2�5a �-�'r W :ar^ , 31 3rza. S Q wQ 9 8 7 „ °' y. I t� 35. r 3 / n 3 �.d7 io •- t?� na Z //__ A _ _ _ _ y _ � . ;�s�l 6 zga& 3 �" p.9 F _ oa 4\Z 35 0. ` A 4 t ..Q <' �' 1 zA. 3dg5 .95• a�az3' 3o f 30. I l i % �3�. 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I1-1 . .� vI - PES. //GG as` 30` 30' 45' ,y 2e t i �8 �y!/� A20Q // 1� � t !v "\" \, `�, s T. _. , I e' Z 9 Ti 15 v, }_! -'� \ •27as. nog• ?7r5• •zn9- •?7S3• '2727• t -,•-i . 4 4 /' .3 50 .Q T ►- ' Z- Z r o "� ,{ / /� (� // / : r / Z w 9 r a� zz Q�j3 v 1 \\\\ N SE 5-& !0 ft :J e 1 \ ,t,a z-5'HOkiE G/NC- .. 3� , _r 2?z ,: E 0,(I PRD / a r p5 Z / Gr 1 # 1 1 x{ PRO .Qt� f 0• p-, -► 9 ', d 5 4 3 2 r -t , a��3 �,��' o•� Q 2f 1 i8 6 1 I / /2 _ T z ,� � 1� i f 4 I i I D �- 4 ii ; `� .p a � `\ 3047 .SJ = 1 \ I 1 4 i ' ' • i .may I R 9 t N f - J \ /3 q �I \ '"a , tk rc� ° .•. •r:t 1 t-" r'� 1 t�, 8 v '5°\` � `�\ � // O , . 1 � � / I N, .- , � •,.-�-Imo...- N I Z i ,,� /D �� / j' � :-I� .1-I , o, 1',, I -I I' - II '�I '�''.I I ;p "-I,/�-II 6I-1�I1 Z�I.�Ie1�'. p�� I".�> ;� � �-.I, I .��II -IQ11 '. �- .� I I I -I '". t�'./,' k. -Z .I- . ;I#',:,"-*1- -. :...' 1"1I--�-Ib, ,t� :� : I ��I /I q-y11�I->NI '\� ftI�' -Ib� l ��. eo�-,.p l�\--. ;I-k./?I '1 ���",I;-�I,-Io.- V �I .� II 1� �'-.1I �'--I<1-II - ._I.--J�, eI-�Ie .rI --IIAI1-%�. I -7 1 -:,*I�- . ,.I, Z�b I 1..I�I1 .-I 4I3I I 1- , - , �� �? 14 t I Q t .5 ,< -1 41- i 0��`'�"� N" �i. -_ 3 4 10 4 Q� J - I is I - t _, �� 1.- _ at,. i ,, o 1 5t 1 �'g Ili 4 : ; --- , n I .. '`-, ! ! I , .. Ili ..--- s F e{, 7 r 10/ Z - „1 • s st �, 1 r O E ¢ �, / i -, ,/ I ... !G y 5 s I o ,,98 t t� ( 40 ,5 l tad t r I sz �... .mot - _ f :_,,. / 2 / I t / S , r O 1 1, 4OP _ • , -s-. �.F P / sT I , u, '9 4 , \ I v TY O s `\� m / - t3 .Pa / 1 0 ,� . s� .o I �J. - r. O ° . _ _ / - 1 .. • . _ 2 t N �r .- 4� 6I .- ,--q:I4- �� �0 0,1&IP1�M5 , 'a 3 A, -I � -.I� II . Ig-1.rI',� -*4pI.L- II lro�- I.1 ,'-.�..! �I �7.r- !r' -.U� 0 ".l- -�- 7 230 :_, ', Yr t ; . ,. } f \ ` :r .. , , - a .. , . ;. - SEE SHEET G 1.- . ._ , .. -. < __ '- _ :. . ,- a . '_ . a ` CITY F O .NEW..: P R : O T BEA CH " .. P L gI _ U RK :. . C WO D S EPAR ;. - E T _ . _ H -,m :., -I--II I 11 I' 1111I III .I .I"1I. I . I�I I 'I�I .' .- � ka %I �' �",- -. I� -1 I- �I I .-,-. l, �Il"�I ".�,.I'--- III --�- '-I -�---I-. . 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Q NZ n1 N N. _ Zc~- h :I - I - _ _ N'N I. ti N /G ti'V � 41 =v 1 : I ''. . 2 { 29 t "; •4 .. � j! - t. ! 25 '-- x .l 23 - r - - -. ;. 2fN /' , 3 __ - /T' P` - ° .. _. /5 ' 4- :13 _ -1f-- 5 ; 2 o e ZB6 ti i i . - " a a `V , _ _ - _ 9 -� � i I I ' H 14 -:. !' I b � r o ''� I h8 7. 6 5 4 13 21 a v f) s 1 I I °^, H 11 , 8 7 to `� 5' 4 3 2/ I 1.: 3a%r' - t -- , - R -- 4 3toZ! Sa' 35.35 E-3 "� ,,70 3�q t I r- % -4 -,� s, 3� - I a- �,/ - V G C A" V � L /` : r r o to. a7r 'CS' Y t� Q V br xt a ,.s a5 ° ao 30' ,� , ti . 3�► > . ; ; `< - 1 .e9� ';1.1-,-1 I� ' - ,J, �fk "-.. t1��-�- 1.'* -4-o o-� ,�-'�. -. � -4 - e. 75.75• - - -10 • y r I /a 1 30� 31• jT... w sit 0 4z / Q �: r I q1 _ /I" -��i��I 1�--.I . �". -I I II - I I, I I .I' I �� - I -�I .-. -1�I- . " I -11I-I� I I� .I�.� . � 1.,1�- . . I I�I� I I1I . II . -II..IV"I II11. � I ��'1I1. . � ,� .T, I� I �,,� .%ZI��. I II - I I --I I1I �1. ,' I. I I-I,I--I�. �-II I 1--I. . .I I . 1 -, .-.- - I I'- -.II I I .�II �I, 1- �I I , III I1, I .� - II� I �I �III� � 'III� � - � , "� I'III �I 1 III -11II- I 1LII �� �'II III , I ' � I ��' - ,x,/**I�*I�I N II �I 1�-'1 _Z I'�� -Q Q h p 9r r 6. ® :, �r I - _- __ a n 1 1' ` r� 'Qp �-0 O k.•, , / 3,�s. V '�- I ` I- _ _ 1 a Q D Go %I �i �+ } Al .4 0 -2gz8• Il _ �� ra 4�• N 4 44 •z� % h 3 2 t h; V G0. t F C ,. D 1 r QgaS N /a aa.� 'j ;�: - 1 _ ,,1 :C3 7, Ga. 5, t�.1 3V /�n` S n C' �.,,, - '1. '` -..� N • }" / /s �P P' ®V'"'''� -,. �h I f, Q - ` - 1a•Gr o. a \ �.1 Q .wto /�' 9 9' No v { � G 5` v 5 ,. ?�a 371 `3 es 14 . � � "� a p I � tt-J► h z� 9 � a � 'L- n o 3�4-5 A `7 W 27/5 Q p 4� w"l M .2�5a �-�'r W :ar^ , 31 3rza. S Q wQ 9 8 7 „ °' y. I t� 35. r 3 / n 3 �.d7 io •- t?� na Z //__ A _ _ _ _ y _ � . ;�s�l 6 zga& 3 �" p.9 F _ oa 4\Z 35 0. ` A 4 t ..Q <' �' 1 zA. 3dg5 .95• a�az3' 3o f 30. I l i % �3�. QQ•2297-90(a1v ', y �,�. , cq D. s; 1 lg• 33 p.R- a 4-3 � y R} •=s w ; G 4 3 Z 1 _ , I - � .� 3T� 3 ,3ct� gR a_po ._ :: . Z7os' •?7/2 •27/Gs• •?7�8 3► } iZ, t/ 3p6 . Q �t �'� -,<-. C--"'-.Z"%- .- �,� I� - I.>'<-e. I�SI�� _%�.�!� t� l�c.-- I� � �1I1 �"%I.- II . '.-I I-- I--�'�.,-.� -�,�l- -Il- I � I �- -. I�I-�IIIIIII - -- 'I -4II1 �-I '�-�. I . �I'-II -. 1� III- 1-",/. "- 'I �-�..1I,.. . I1-1 . .� vI - PES. //GG as` 30` 30' 45' ,y 2e t i �8 �y!/� A20Q // 1� � t !v "\" \, `�, s T. _. , I e' Z 9 Ti 15 v, }_! -'� \ •27as. nog• ?7r5• •zn9- •?7S3• '2727• t -,•-i . 4 4 /' .3 50 .Q T ►- ' Z- Z r o "� ,{ / /� (� // / : r / Z w 9 r a� zz Q�j3 v 1 \\\\ N SE 5-& !0 ft :J e 1 \ ,t,a z-5'HOkiE G/NC- .. 3� , _r 2?z ,: E 0,(I PRD / a r p5 Z / Gr 1 # 1 1 x{ PRO .Qt� f 0• p-, -► 9 ', d 5 4 3 2 r -t , a��3 �,��' o•� Q 2f 1 i8 6 1 I / /2 _ T z ,� � 1� i f 4 I i I D �- 4 ii ; `� .p a � `\ 3047 .SJ = 1 \ I 1 4 i ' ' • i .may I R 9 t N f - J \ /3 q �I \ '"a , tk rc� ° .•. •r:t 1 t-" r'� 1 t�, 8 v '5°\` � `�\ � // O , . 1 � � / I N, .- , � •,.-�-Imo...- N I Z i ,,� /D �� / j' � :-I� .1-I , o, 1',, I -I I' - II '�I '�''.I I ;p "-I,/�-II 6I-1�I1 Z�I.�Ie1�'. p�� I".�> ;� � �-.I, I .��II -IQ11 '. �- .� I I I -I '". t�'./,' k. -Z .I- . ;I#',:,"-*1- -. :...' 1"1I--�-Ib, ,t� :� : I ��I /I q-y11�I->NI '\� ftI�' -Ib� l ��. eo�-,.p l�\--. ;I-k./?I '1 ���",I;-�I,-Io.- V �I .� II 1� �'-.1I �'--I<1-II - ._I.--J�, eI-�Ie .rI --IIAI1-%�. I -7 1 -:,*I�- . ,.I, Z�b I 1..I�I1 .-I 4I3I I 1- , - , �� �? 14 t I Q t .5 ,< -1 41- i 0��`'�"� N" �i. -_ 3 4 10 4 Q� J - I is I - t _, �� 1.- _ at,. i ,, o 1 5t 1 �'g Ili 4 : ; --- , n I .. '`-, ! ! I , .. Ili ..--- s F e{, 7 r 10/ Z - „1 • s st �, 1 r O E ¢ �, / i -, ,/ I ... !G y 5 s I o ,,98 t t� ( 40 ,5 l tad t r I sz �... .mot - _ f :_,,. / 2 / I t / S , r O 1 1, 4OP _ • , -s-. �.F P / sT I , u, '9 4 , \ I v TY O s `\� m / - t3 .Pa / 1 0 ,� . s� .o I �J. - r. O ° . _ _ / - 1 .. • . _ 2 t N �r .- 4� 6I .- ,--q:I4- �� �0 0,1&IP1�M5 , 'a 3 A, -I � -.I� II . Ig-1.rI',� -*4pI.L- II lro�- I.1 ,'-.�..! �I �7.r- !r' -.U� 0 ".l- -�- 7 230 :_, ', Yr t ; . ,. } f \ ` :r .. , , - a .. , . ;. - SEE SHEET G 1.- . ._ , .. -. < __ '- _ :. . ,- a . '_ . a ` CITY F O .NEW..: P R : O T BEA CH " .. P L gI _ U RK :. . C WO D S EPAR ;. - E T _ . _ H -,m :., -I--II I 11 I' 1111I III .I .I"1I. I . I�I I 'I�I .' .- � ka %I �' �",- -. I� -1 I- �I I .-,-. l, �Il"�I ".�,.I'--- III --�- '-I -�---I-. . I"I I- �. "- I'.",-EB1-2��I� 1 '-I?'-4_�m��j��I "-� �' I I%^u� - wI I � o1"'�� -l�.v I� . 1I�R,z., .�� � I .,.,I%�'% '� �;SF'`--�1� A4 .: �- ,9-V:- 1- � �35I\- _, _ . . d ». .. 1 �1"�C IIe_'*"I .o"�.*'� I -.l'*��-rII �'1 ,-N�I- --A1�r, � ZII . "'-I:I ' I I � -I SI-, .'Ir:Jr�I.� I No� �.�, -1'I'I "0e .I' - �,� , '.7L� "'s- I I '-I '.-IlttI u'� I) I. 1- '� � II �­� �'.I - .�I� f�II 1.o1,I,.1I � �-�� ��4.I.I I .Z'-II -���I -�-"5%..D� - a, . - :: i . • , .. .... .� - -. - . :.:.a,. ... _+. .. ...w..- ., ¢ .ram ... ..* 33 " Q '. k --29- -- ----27z _- - 25 " � 23 , a M h1 ---q--- N -a /7` o N f..,- , 3/0/• n /Vo R ,.. 0 _ M 28 ti ,? Q NZ n1 N N. _ Zc~- h :I - I - _ _ N'N I. ti N /G ti'V � 41 =v 1 : I ''. . 2 { 29 t "; •4 .. � j! - t. ! 25 '-- x .l 23 - r - - -. ;. 2fN /' , 3 __ - /T' P` - ° .. _. /5 ' 4- :13 _ -1f-- 5 ; 2 o e ZB6 ti i i . - " a a `V , _ _ - _ 9 -� � i I I ' H 14 -:. !' 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V '�- I ` I- _ _ 1 a Q D Go %I �i �+ } Al .4 0 -2gz8• Il _ �� ra 4�• N 4 44 •z� % h 3 2 t h; V G0. t F C ,. D 1 r QgaS N /a aa.� 'j ;�: - 1 _ ,,1 :C3 7, Ga. 5, t�.1 3V /�n` S n C' �.,,, - '1. '` -..� N • }" / /s �P P' ®V'"'''� -,. �h I f, Q - ` - 1a•Gr o. a \ �.1 Q .wto /�' 9 9' No v { � G 5` v 5 ,. ?�a 371 `3 es 14 . � � "� a p I � tt-J► h z� 9 � a � 'L- n o 3�4-5 A `7 W 27/5 Q p 4� w"l M .2�5a �-�'r W :ar^ , 31 3rza. S Q wQ 9 8 7 „ °' y. I t� 35. r 3 / n 3 �.d7 io •- t?� na Z //__ A _ _ _ _ y _ � . ;�s�l 6 zga& 3 �" p.9 F _ oa 4\Z 35 0. ` A 4 t ..Q <' �' 1 zA. 3dg5 .95• a�az3' 3o f 30. I l i % �3�. QQ•2297-90(a1v ', y �,�. , cq D. s; 1 lg• 33 p.R- a 4-3 � y R} •=s w ; G 4 3 Z 1 _ , I - � .� 3T� 3 ,3ct� gR a_po ._ :: . Z7os' •?7/2 •27/Gs• •?7�8 3► } iZ, t/ 3p6 . Q �t �'� -,<-. C--"'-.Z"%- .- �,� I� - I.>'<-e. I�SI�� _%�.�!� t� l�c.-- I� � �1I1 �"%I.- II . '.-I I-- I--�'�.,-.� -�,�l- -Il- I � I �- -. I�I-�IIIIIII - -- 'I -4II1 �-I '�-�. I . �I'-II -. 1� III- 1-",/. "- 'I �-�..1I,.. . 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I1-1 . .� vI - PES. //GG as` 30` 30' 45' ,y 2e t i �8 �y!/� A20Q // 1� � t !v "\" \, `�, s T. _. , I e' Z 9 Ti 15 v, }_! -'� \ •27as. nog• ?7r5• •zn9- •?7S3• '2727• t -,•-i . 4 4 /' .3 50 .Q T ►- ' Z- Z r o "� ,{ / /� (� // / : r / Z w 9 r a� zz Q�j3 v 1 \\\\ N SE 5-& !0 ft :J e 1 \ ,t,a z-5'HOkiE G/NC- .. 3� , _r 2?z ,: E 0,(I PRD / a r p5 Z / Gr 1 # 1 1 x{ PRO .Qt� f 0• p-, -► 9 ', d 5 4 3 2 r -t , a��3 �,��' o•� Q 2f 1 i8 6 1 I / /2 _ T z ,� � 1� i f 4 I i I D �- 4 ii ; `� .p a � `\ 3047 .SJ = 1 \ I 1 4 i ' ' • i .may I R 9 t N f - J \ /3 q �I \ '"a , tk rc� ° .•. •r:t 1 t-" r'� 1 t�, 8 v '5°\` � `�\ � // O , . 1 � � / I N, .- , � •,.-�-Imo...- N I Z i ,,� /D �� / j' � :-I� .1-I , o, 1',, I -I I' - II '�I '�''.I I ;p "-I,/�-II 6I-1�I1 Z�I.�Ie1�'. p�� I".�> ;� � �-.I, I .��II -IQ11 '. �- .� I I I -I '". t�'./,' k. -Z .I- . ;I#',:,"-*1- -. :...' 1"1I--�-Ib, ,t� :� : I ��I /I q-y11�I->NI '\� ftI�' -Ib� l ��. eo�-,.p l�\--. ;I-k./?I '1 ���",I;-�I,-Io.- V �I .� II 1� �'-.1I �'--I<1-II - ._I.--J�, eI-�Ie .rI --IIAI1-%�. I -7 1 -:,*I�- . ,.I, Z�b I 1..I�I1 .-I 4I3I I 1- , - , �� �? 14 t I Q t .5 ,< -1 41- i 0��`'�"� N" �i. -_ 3 4 10 4 Q� J - I is I - t _, �� 1.- _ at,. i ,, o 1 5t 1 �'g Ili 4 : ; --- , n I .. '`-, ! ! I , .. Ili ..--- s F e{, 7 r 10/ Z - „1 • s st �, 1 r O E ¢ �, / i -, ,/ I ... !G y 5 s I o ,,98 t t� ( 40 ,5 l tad t r I sz �... .mot - _ f :_,,. / 2 / I t / S , r O 1 1, 4OP _ • , -s-. �.F P / sT I , u, '9 4 , \ I v TY O s `\� m / - t3 .Pa / 1 0 ,� . s� .o I �J. - r. O ° . _ _ / - 1 .. • . _ 2 t N �r .- 4� 6I .- ,--q:I4- �� �0 0,1&IP1�M5 , 'a 3 A, -I � -.I� II . Ig-1.rI',� -*4pI.L- II lro�- I.1 ,'-.�..! �I �7.r- !r' -.U� 0 ".l- -�- 7 230 :_, ', Yr t ; . ,. } f \ ` :r .. , , - a .. , . ;. - SEE SHEET G 1.- . ._ , .. -. < __ '- _ :. . ,- a . '_ . a ` CITY F O .NEW..: P R : O T BEA CH " .. P L gI _ U RK :. . C WO D S EPAR ;. - E T _ . _ H -,m :., -I--II I 11 I' 1111I III .I .I"1I. I . I�I I 'I�I .' .- � ka %I �' �",- -. I� -1 I- �I I .-,-. l, �Il"�I ".�,.I'--- III --�- '-I -�---I-. . 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I -7 1 -:,*I�- . ,.I, Z�b I 1..I�I1 .-I 4I3I I 1- , - , �� �? 14 t I Q t .5 ,< -1 41- i 0��`'�"� N" �i. -_ 3 4 10 4 Q� J - I is I - t _, �� 1.- _ at,. i ,, o 1 5t 1 �'g Ili 4 : ; --- , n I .. '`-, ! ! I , .. Ili ..--- s F e{, 7 r 10/ Z - „1 • s st �, 1 r O E ¢ �, / i -, ,/ I ... !G y 5 s I o ,,98 t t� ( 40 ,5 l tad t r I sz �... .mot - _ f :_,,. / 2 / I t / S , r O 1 1, 4OP _ • , -s-. �.F P / sT I , u, '9 4 , \ I v TY O s `\� m / - t3 .Pa / 1 0 ,� . s� .o I �J. - r. O ° . _ _ / - 1 .. • . _ 2 t N �r .- 4� 6I .- ,--q:I4- �� �0 0,1&IP1�M5 , 'a 3 A, -I � -.I� II . Ig-1.rI',� -*4pI.L- II lro�- I.1 ,'-.�..! �I �7.r- !r' -.U� 0 ".l- -�- 7 230 :_, ', Yr t ; . ,. } f \ ` :r .. , , - a .. , . ;. - SEE SHEET G 1.- . ._ , .. -. < __ '- _ :. . ,- a . '_ . a ` CITY F O .NEW..: P R : O T BEA CH " .. P L gI _ U RK :. . C WO D S EPAR ;. - E T _ . _ H -,m :., -I--II I 11 I' 1111I III .I .I"1I. I . I�I I 'I�I .' .- � ka %I �' �",- -. I� -1 I- �I I .-,-. l, �Il"�I ".�,.I'--- III --�- '-I -�---I-. . I"I I- �. "- I'.",-EB1-2��I� 1 '-I?'-4_�m��j��I "-� �' I I%^u� - wI I � o1"'�� -l�.v I� . 1I�R,z., .�� � I .,.,I%�'% '� �;SF'`--�1� A4 .: �- ,9-V:- 1- � �35I\- _, _ . . d ». .. 1 �1"�C IIe_'*"I .o"�.*'� I -.l'*��-rII �'1 ,-N�I- --A1�r, � ZII . "'-I:I ' I I � -I SI-, .'Ir:Jr�I.� I No� �.�, -1'I'I "0e .I' - �,� , '.7L� "'s- I I '-I '.-IlttI u'� I) I. 1- '� � II �­� �'.I - .�I� f�II 1.o1,I,.1I � �-�� ��4.I.I I .Z'-II -���I -�-"5%..D� - a, . - :: i . • , .. .... .� - -. - . :.:.a,. ... _+. .. ...w..- ., ¢ .ram ... ..* �., k 4 V b 1 � �. L• r i � �/ i � � �+ i;. � � 6 �� a 4 a �v �.r � 2 �"' fi ia:e�� i �'� �'�a g F -�'r . ._.�_ .._�..._.::.. ...,r...,,...-._-..:..._.::�. ._..«_. -_..._ �r Loner Bcecb - (f� U � She it :.��"��.c,�• �.__�--��`1 od Ncwroar r �``• ©ALIj O, R t PICC 'RCN O ISLRN I _ ii ado' ,—.� Y�_...._..�.-� 0 o dc4 . I i Wlsf It TT y- i KETCH E'4,, •y - -� 15 ' - - NgwPOr?r- 8AY"CAL -IFo(ZNiA � '`� - Soelll s oye �,r/pressed In ferf and 1 &vp�tis he/ooi /?-Ieor/ Lower Low h o,`er. N>bxr.nt� ran e of� f,•de Upp,rox/mode/ /O ref f>'c.,rbor -:.oe5 #j are es,'ob//'shed ib �A;S' se 11O.V of'�tlew�orf Bo1-. EKII � �• �4 f 1 '1 � 1 ;u Pier —tom aj I ro t fio be rpmovel 7" AY40cx or CITY OF NEWPORT SEM;h HARBOR PERMIT PEIi1I iSSION IS HEREBY GRANTED TO CotdSTRUCT AND MAINTAIN '1I"E FE1CI61I'1' S•E:I.j,VV E W4 THE RF:VE ;E tIEREOF. AT THE SITUE iPaowcAYrLD, t:"e.szV'YF:.Y TO YHE PUgV3SI0NS O THE t,AROOR PE rt OT €, (T'E- .PORT Bg!'CH AM ANY SPCCIAL Ly''I ei,'iiONS ' HOS 6'¢".Ftl *1'1' IS NOT RAI".'.:Fi ,`EfiULE THE Y 11.1kME,., i tsd?1:i5� 'R " Yj=i :1.s •I' "" CIDUNC9L. TH RIGH','5 GJMN THIS y" EF:_,"s:8. A--052 b"'ERMIGSWE ONLti AND Tl I PF-- aT MAY SE REVOKED 0" THE CITY COUNCIL IN ACCORDANCE WITH 'i'ITLE 17 OF YHE MUNICIPAL CODE. �0 S ®a 70 / P i O. I I - CITY ¢IARBOR COORDINATOR DATE GONSTRUCTIOIli PERMIT DATE ._7:.�.3r._.Z6 SEE ATT&CHED,SHEET SPECIAL CONDITIONS: Corps of Engineers Permit -7— '- 7 6, Orange County Permit Other: SC ,e z C-C 3 —Y-- 7 r. 1. The approval of the Corps of Engineers. 2. The City Harbor Permit not be issued until such time as the conversion of the two dwellings are initiated. 3. Any existing ramp, float or piling bayward of the proposed pier be removed. 4. The pier extend no further bayward than 25' from the existing cantilevered concrete parapet. 5. That no boats longer than 18 feet be anchored bayward, tied to, or supported from the new pier. y � � � � err � a t ,� s _ ., a� r,. i �d �i n e s 3 s � k.� - z Y� � = 1� Y � .: •� a a >� a ti --10 oar `\�• rN \,�-�Q OaLBOo D p oil ado'. �... a._ .�.-7s.. _..—. OAjd,O . - l ' 1 p / -per �/ _I1 C Y 11.1 V I C 1 1V 11 1 : S K E 1 C !`7 wf.cr �6rrr,y ewsr e Jerrr N!N/pdgr f3lA Y/ CAL tFORNIA yP i 3 5'ounp�r,gs cSrc. c r�rCssed /!t feet and devirn/P o'epr,65 6&,OW Mcon LOrver, GOw Wafer. iLlotl.r,ur» . rvn9e of fidc o�prox/rno�a/,Y :/O /�sf, f%rGor !.nes I are e3/ob/r.'Sh, s SCC1'0'7 of NerY�orf Bor fry Exictin9 E3u,11ihend ` rr �1 i1 Nief• � 1 prpPOdltl P'lur Sol �t'� Pier RgrnP�.. L"1 �- •, o ��i vo• r� a n 1 ty a701 She it S'`1'r Coroha r?�j , C 33�df i S C / ilk l v r c Loc/r .or, C�r.oaa - �a 1W11�y't...Y�..'41Y Ylvrw ?p ln7.•P f - N - - '+[work; -% 4 `' -_ ._. O R •.Q o gwtHo.a � _ tS. 35.Io' _.11ra c i 1 Vic) mITy SKETCH Nlll 'E71) 1 f �r, - NE"roar E3 A',-/ C/%( I1:'0BNI/-1 - S) ' •[: . - - 5el It7/r)91 `. ore Jr7 Ace/ _ _ rrel, lh5 $C':UW. �r![.'O✓J lower low ln+iZrPr. •L'J�t -.•rr•. r5 qrc� ea>'ah//ghFOJ /N �h>s SeC%ar) oFi1.�,:�r•�, ! Bnj: Noiy1C: I P►e�.t�i P'�or� vrr ww►f Re.:K ;; Pir►r � AooL/G4Nr• 9 AIA4f4- G��7Q 7Q Ij. ✓d ,gUak�93 CoY�eY}ci ��� Mur- 3 �4� ►S ���1:!'i.Y Wit' � � ; •,,. MARINE DEPARTMENT July 14, 1975 TO: FROM: SUBJECT: ITEM NO.: H-13 MAYOR AND CITY COUNCIL Marine Department HARBOR PERMIT APPLICATION #102-2701 BY MR. GERALD L. THOMPSON TO CONSTRUCT A NON -CONFORMING PIER BAYWARD OF 2701 SHELL STREET Recommendation If desired, (a) accept the Negative Declaration as written, and (b) approve the Harbor Permit subject to: 1. The approval of the Corps of Engineers. 2. The City Harbor Permit not be issued until such time astheconversion of the two dwellings are initiated. 3. Any existing ramp, float or piling bayward of the proposed_ pier be removed. 4. The pier extend no further bayward than 25' from the exist- ing cantilevered concrete parapet. 5. That no boats longer than 18 feet be anchored bayward, tied to, or 'supported from the new pier, Discussion The Joint Harbor Committee at their June 24 meeting reviewed the appli- cation and recommended that the City Council approve the Harbor Permit. In November of last year, Mr. Thompson applied to the City for a permit to construct a bulkhead and fill submerged lands. The purpose for that request was to provide property protection for the Thompson home during high aide and storm surf conditions. The application was takento the Joint Harbor Committee at their December_10 meeting because of the unique- nessofthe site and because of conflicts with the City's Harbor Policies. The Joint Harbor Committee after reviewing the application with regards to possible environmental impacts, recommended that the permit be denied "until such time as alternate methods have been evaluated by the appli- cant and an E.I.R. has been prepared and evaluated". It is the understanding of the staff that Mr. Thompson contacted several environmental consultants for the purpose of evaluating the proposed pro- ject. As a result of concerns expressed by the consultants and various governmental agencies from whom approval must be received, Mr. Thompson has decided not to pursue the bulkhead and fill ,concept. Hence, the APPLICANT: PAGE TWO GERALD L. THOMPSON current application to construct a non -conforming pier. The pier will be non -conforming in configuration only, not in structural design. This proposal is an adaptation of an alternative listed in the staff report to the Joint Harbor Committee at their December 10 meeting.. During high tide and/or high surf conditions, the proposed pier will serve to stop the upward swell of the waves thereby effect- ively preventing water from entering the applicant's residence. The applicant has chosen to construct a pier over the other alternatives suggested for the following reasons: 1. Dredging an amount sufficient to lower the bottom profile would entail dredging towards the entrance far beyond the applicant's property and prove to be costly. 2. A minimal length cantilevered deck would~be difficult to construct since an adequate base for anchoring could not be constructed because of the existing improvements on the property. 3. A rock revetment would be to costly and if constructed in such a manner as to be unobtrusive may allow overtopping by wave swells thereby not providing maximum protection. The installation of additional piles in the project area will be necessary. Existing piles along with a portion of the existing pier, the existing ramp and float will be removed and not replaced. The total square footage of water space to be occupied by the pro- posed.pier'is'approximately the same as that occupied by the exist- ing facilities which are to be removed. The proposed construction.will connect the new pier to an existing pier. The applicant, Mr. Thompson, plans to join the two existing dwellings to form a single residence and combine the two lots into one lot. Therefore, the 5`' setback requirement of the Harbor Permit Policies only applies to the "outside" property lines. The current application has been referred to the City's Environmental AffairsCommittee along with a Negative Declaration for the project submitted by the applicant. The E.A.C. has accepted the Negative Declaration and approved the project. D. Harshbarger Assistant Director Tidelands Operations Division Marine Department DH:GEW:lf MARINE DEPARTMENT December 10 1974 TO: CHAIRMAN & MEMBERS OF THE JOINT HARBOR COMMITTEE FROM: Marine Department SUBJECT:` HARBOR PERMIT APPLICATIONS #105-2701 AND #105-2705 BY MR. GERALD L. THOMPSON TO CONSTRUCT A CONCRETE BULKHEAD AND PILL BAYWARD OF 2701 AND 2705 SHELL STREET, CORONA DEL MAR Recommendation If desired,, recommend that the City Council deny the Harbor Permit Application for bulkhead and fill until_ such time as the various alternative methods of upland property protection have been included with the preparation and evaluation ,of an E.I.R. - Discussion The applicant has applied to the City for a harbor permit to bulkhead and fill submerged land that is owned in fee by the applicant, The proposed area to be filled and contained by bulkheading represents approximately 600 cubic yards The applicant's primary purpose for requesting the permit is to afford property protection from tidal surge. and wave damage driven by strong southeasterly winds during stormconditions. These conditions caused flooding and damage to the one home located at`2701 Shell Street dur- ing January 1974.1Storm surge in this immediate zone along the East side of the entrance channel has been amplified by the fact the sand has silted in around -the base of the rocky formation; beneath the homes. The shallow sand >profile ,causes these storm driven waves to break with greater'forbe directly in front of the homes, This application' has been brought to the Joint Harbor Committee for review and recommendation to the City Council because of the unique- ness of the site -and the following concerns 1. The City Council Harbor'Permit Policies, Section 23-T states: "U. S. Bulkhead Sta, No, l04 to 10,6.Piers 'shall be subject to special permits approved by City Council." 2. Designated harbor lines for the China Cove zone are'approxi- mately 100,yards bayward of the upland property. Page Two APPLICANT - THOMPSON 3. The submerged lots over which the applicant has applied to bulkhead -and fill abuts County tidelands. 4. The City Council's Harbor Permit Policies, Section 16 Bulkheads states, "A. All bulkheads in residential districts shall be installed on the established bulkhead line or at a location behind the bulkhead line that would preserve the design profile of,the harbor........" With reference to the above numbered concerns, the City of Newport Beach, the Coastal Zone Commission and U.'S. Army Corps of Engineers are the three primary agencies that must review the application prior to construction approval even though the submerged land is privately owned. The City's :and Corps approval is required because the property is considered navigable waterways as defined by lying below the ebb and flow of the tide. The U. S. Army Corps of Engineers use a +5.3 MLLW as their line of jurisdiction, and not private property lines.. The U. S. Bulkhead Line is 280' bayward of the existing bulkhead foundation, which is'a-concrete "poured-in-place".wall built on an above MHHW rock formation. Lying immediately bayward of the subject two upland lots are under -- water lots as well as a portion of a dedicated street. As shown on the attached permit drawings, the proposed bulkhead and subsequent fill will eliminate a natural rocky intertidal area beneath two of the underwater lots. During preliminary discussions with the staff from the California Fish and Game Department, and the U. S. Department of Interior:, Bureau of Sport Fisheries and Wildlife, both indicated con- cern about the proposed project because of the destruction to a natural rocky marine habitat should the project be approved. This application was referred by the Marine_Department staff to the City's Environmental Affairs Committee for determination as to the need for an E.I.R. That committeeadvisesthat an E.I.R.should be prepared and reviewed prior to the City's dispostion of the permit application. The ,staff has recommended denial of the project, at this time, pr marily because the project as proposed, requires substantial filling of submerged lands without exploring other alternative methods which could possibly afford tidal surge protection to both of the subject homes. The following alternatives are suggested by ,staff for the applicant's consideration: 1, Dredging bayward of the homes to lower the sand profile and decrease wave action. 2. Minimal length cantilevered concrete or wooden decking in front of the subject homes shielding the: front of the homes from wave,damage. Page Three APPLICANT - THOMPSON 3.. Minimal length pile supported pier extending across the front of the properties. 4. Placed rock reventment immediately adjacent to the natural rocky formation to dissipate or breakup .wave force. The alternative methods listed above, to staff's knowledge, have not been evaluated by a qualified marine engineering firm to the extent to completely eliminate their consideration. Any one of the above methods, if feasible to afford protection, would retain the 'natural rock formation andcouldeliminate the need for filling a unique intertidal zone. D. Harshbarger Assistant Director Tidelands operations Division Marine Department DH:lf 1. The approval of the Corps of Engineers. 2. The City Harbor Permit not be issued until such time as the conversion of the two dwellings are initiated. 3. Any existing ramp, float or piling bayward of the proposed pier be removed. 4. The pier extend no further bayward than 25' from ,the existing cantilevered concrete parapet. 5. That no boats longer than 18 feet be anchored bayward, tied to, or supported from the new 'pier. w Too site OQZYMI �` Ceda nr; q p y { q ^�g�` ems' p� V- 4 �e� i t G 1 i'a, T eA4 ti E.95r A `i6WPdfdr 7.{i `(f CAL sFoR N/A n 5'0 CJS qr� i. c.tprss�d. rnf o.Frc c><prtofe dcpfhs de/Ow 1"cok7 Lower Lvw Wa r< •t iati.�rrir range of /A/ cif��p`rt it srl/ /f /C? are csloblr'shEol Jri ztftrs s�"Gttrcar'I o i/efv�arf BC7/: ! UAW r r i ,K M pWsn ?t Jp5 it Q14 ` OI Shell T shelf Del C S 0 CITY OF NEWPORT REPPV; i HARBOR PERpj��,, PERMISSION IS IpEREEY C-PAN'TED TO CQA'•;- ST-FA C 2 Aa :7 MAINTAI-N THE: FACILITY rgl�: >jaq;q v+�� y1j.: �' AT THE SITE IKID 1itr' 3, S1u-C' o" -aL. TTHE HARE3k718 F?� ���91 t" 1- L It�r €� :i: '��s,a�s �`Y" � aai:S�i AN ANY SPECIAL C(,`'NIDITI'iF c fs�d. s'iu3 PtzPo: i IS NOT TRANSFERABLE it"J,f-H'. u—c ln;l:e'EiJ CONSLHT z THE CITY HARBOR C!t OR0111ATT ll 09i C9Ty RIGHTS GEVEN UNDER '9'&ttS ARE PEo "raM:SlvE oi�f_ ARID THIS P'ERf-JIT MAY WE REVOKED BY THE CA-ry CoUN(::i G IN ACCORDANCE WITH 1I T LE 17 OF THE-l4it1E•31C@PAL. CODE. . ,ram' /'' .49 PERMIT E Mpp I Ty Q r N L=W F Ork, r3 r AG H HARBOR A PPLt�AT I ON No. l --Garda ate; MGt,w cv*ic P C� I�i! 511t j'cat� LING- NA T'. iCG'G k 114 �. l MAP � \�� • FLAY / .G. ,. '�' �. �• '.! ti j,$ =,\ - - E 9GCHB4I-A )- \ �!lC1.N1 I 1 '$KE ICH w@yt,16r►y�� 6A T Nr�wFwcC r E3, y, c-Au Fe�Rtnt,A o I Sc7utvdngg ors � s«s�d a� j ocn4�'e �rar v E;A4N . I deRtf 5 hrlov,/ Mean Lower LowWgter Manl�+�^+ I I I i hahy P or 414 a peQvmoie/y /o feet, .r-•- E ,. ! t 1 II atrc Gsfc,b/i'8he�iH thi S 5�c.'fioh oF/Ycrvpa/�'�' f3gy, ! ------ I, L o --r• 1 2, i 1 ffrX15T'Lo 1-f O4J �� C �I.DLo 41 NL -- _ •l _ 1 a _ � •�o� is ti. ! � // it — — ". � '� _ l f_ _p-----_ 1 ,, } : •N' ors � tt..�.. I I o I i { R t A f H 1 M!,a c n. c c-, FZ,;;AN n ae 1. MA i5C -log, A C:T>6-$, A i 4c;ic.1-Vl!CH, Mt:;'>C:�1 AU& Iu, Igil VICINITY SKETCH N<Wpootr RAY, C/ALIFOIlNfA Saung(h7gs a►p vxoresswd cOW,D)O S be/ow "~..? Lawry - many a> A"Me apFroxi.+of'ir/y E air •stab/fished ", this isec j I .t 1,c` ;'! F fl �f •t �v ♦ �a'.A=L r<a[ .Wt�' vhJ,1M1-b:'.1uY: A, is >M �"J:�r % / •...-t•y .:. �s-x. n..r..,. ..... ��y�t � 17 .,� ..- • ��" Gaf.''�i •1 „^.!f''rif/.� I�' /�� ��"�� �` �"�r.+.�� ...... � 1�,.. . F / - (j C I .i '+.,f, .Y-,,"`�.A. � t � u j �. Ah �". 4 •.,n+r .� sl 1 r ' I 1r`.f,5/f' �° �i „+L i l ,tiw 1 v �°''`.,... •.ty�''�. - "bj t.,. 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