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HomeMy WebLinkAboutM2013-0009 (2)Water Boards Santa Ana Regional Water Quality Control Board por- 0 � TH September 24, 2012 :2.D/ 8 `-4 J -to Lisa E. Miller Shellmaker Inc. 837 West 17r'' Street Costa Mesa, CA 92627 2--2zz Abel/ It tq_ 2-011 CLEAN WATER ACT SECTION 401 WATER QUALITY STAN ARDS CERTIFICATION FOR THE.ABELL AND HELOU PIER PROJECT, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALIFORNIA (A OE REFERENCE NO. NOT AVAILABLE) (SARWQCB PROJECT NO. 302012-25) 1. Dear Ms. Miller: On June 26, 2012, we received an application for Clean Water Acct Section 401 Water Quality Standards Certification ("Certification") from Shellmaker Inc. on behalf of Mr. John Abell and Mfr. Carol Helou (Applicants) for dock construction projects at 2218 and 2222 Channel Road within the City of Newport Beach. This letter responds to your request for certification that the proposed protect, described in your application, will comply with State water quality standardd outlined in the Water Quality Control Plan for the Santa Ana River Basin (1995) (Basin, Plan) and subsequent Basin plan amendments: Proiect D cri tion; The project consists pf replacement of an existing pier, gangway; and floating dock with two new piers, gangways, and floating docks. The property served by the existing pier has been subdivided into two separate properties, one at 2218 Cannel Road (Helou residence), and one at 2222 Channel Road (Abell residence). No dredging is proposed. The work will take place within Section 22 of Township 6 South, U -S. Geological Survey Newport Beach quadrangle map (330 35 Receiving water_ Lower Newport Bay Fill area: 0-0112 acre of permanent impact to n 0.0703 acre of temporary impact to m (:`uQLE H. UJ—mmN. cunni I K,ar V. eE9,in!QLU. 4XLCUTNt1u:16Ei 3737 Mair $;., 9Wry 500, HIVa(nma, CA 9ZI01 www.wc;Nrbaame.cd.�om-. 4a me+al,o rsr.: i, 10 West, of the -117° 52.95'W). rine environment, ine environment Z abed !10:0L 6I -L -JEW `• g4Eg84g 646 :ouI JOAUWTT04S :A8 IU04 M.��•ew Raonlo�ca i[G,L.11h ,4N It tq_ 2-011 CLEAN WATER ACT SECTION 401 WATER QUALITY STAN ARDS CERTIFICATION FOR THE.ABELL AND HELOU PIER PROJECT, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALIFORNIA (A OE REFERENCE NO. NOT AVAILABLE) (SARWQCB PROJECT NO. 302012-25) 1. Dear Ms. Miller: On June 26, 2012, we received an application for Clean Water Acct Section 401 Water Quality Standards Certification ("Certification") from Shellmaker Inc. on behalf of Mr. John Abell and Mfr. Carol Helou (Applicants) for dock construction projects at 2218 and 2222 Channel Road within the City of Newport Beach. This letter responds to your request for certification that the proposed protect, described in your application, will comply with State water quality standardd outlined in the Water Quality Control Plan for the Santa Ana River Basin (1995) (Basin, Plan) and subsequent Basin plan amendments: Proiect D cri tion; The project consists pf replacement of an existing pier, gangway; and floating dock with two new piers, gangways, and floating docks. The property served by the existing pier has been subdivided into two separate properties, one at 2218 Cannel Road (Helou residence), and one at 2222 Channel Road (Abell residence). No dredging is proposed. The work will take place within Section 22 of Township 6 South, U -S. Geological Survey Newport Beach quadrangle map (330 35 Receiving water_ Lower Newport Bay Fill area: 0-0112 acre of permanent impact to n 0.0703 acre of temporary impact to m (:`uQLE H. UJ—mmN. cunni I K,ar V. eE9,in!QLU. 4XLCUTNt1u:16Ei 3737 Mair $;., 9Wry 500, HIVa(nma, CA 9ZI01 www.wc;Nrbaame.cd.�om-. 4a me+al,o rsr.: i, 10 West, of the -117° 52.95'W). rine environment, ine environment Z abed !10:0L 6I -L -JEW `• g4Eg84g 646 :ouI JOAUWTT04S :A8 IU04 El) NEFLN TO A'n"L-OUN OF Regulatory Division Carol Helou 148 W. Orange St. Covina, CA 91723 Dear Mr. I lelou: DEPARTMENT OF THE ARMY LOS ANOILBS OWTRICT CORPS OF BNOINMR5 P.O. BOX 6Tnn LOS ANOFA.e9, CPLIFOI W IAWG93-232$ March 05, 2013 Fr- f48 Reference is made to your request dated June 27, 2012 (File No. f Under the provisions of Section 10 of the Rivers and Harbors Act of MF 403), you are hereby authorized to conduct the work described below at within the city of Newport Beach, Orange County, California, 92661 figure). Specifically, and as shown on attached drawing(s)/map(s), you are following regulated activities: c3 cJ 2 z -t � s4-2°13 2012-00377-BLR), 13, 1899 (33 U.S.C. 18 Channel Road ase refer to attached to conduct the 1) Remove an existing, approximately 4 -foot by 24 -foot gangway, 12 -foot by 20 -foot floating dock, and 5 -foot by 25 -foot pier, that covers appro�intately 417 sq. ft. (0.009 acre) waters of the United States, and 2) Install a new, approximately 4 -foot by 25 -foot gangway, 12}foot by 20 -Foot floating dock, and 8'6" -foot by 20 -foot pier platform, that covers apilroxi mately 486 sq. ft, (0.01 1 acre) waters of the United States, and 3) Remove two 12" piles and install two new 12" piles in a different location to support the dock, and 4) Remove two 12" piles and install one new 16" pile in a different location to support the pier. The owner or authorized responsible official must sign and date all jcopies of this Letter of Permission (LOP) indicating that he/she agrees to the work as described 4nd will comply with all conditions. One of the signed copies of this Letter of Permission must be returned to the Corps of Engineers Regulatory Division. In addition, please use the two attachedorms to notify this office as to the dates of commencement (within 10 days prior to the stars of construction) and completion of the activity (within 10 days following the end of construction). Furthermore, you are hereby advised that the Corps of Engineerss established an Administrative Appeal Process which is fully described in 33 Code of Federal Regulations (CFR) Part 331. The complete appeal process is diagrammed in the enclosed Aflpendix A. S/E 06ed !W:00I-L-ueW ° SLESSbS 6b6 `OUI J@MBWTTaUS :A9 luaS -2 - Please be advised that you can now comment on your experience with Regulatory Division by accessing the Corps web -based customer survey form at: h tt u://ner2. n wn. a sace.arrriy. rn i I/survev.httnt. Thank you for participating in our regulatory program. If you hav� any questions, please contact Bonnie Rogers at 213-452-3372 or via e-mail at Bonnie.I,.Rogetjs(u),usace.artny.mil. Sincerely, MCGUFFIE.BR M iFiEgnI byf.F. 1 ]VJirli tU IANNE.E.1297 ""� 1-UA au-Nfl. uh CGUFFIE.B.f�NNE.E,xISw 593150 Gm I: 34 � 3ID m YRf I:1 E A Y W' FOR Daniel P. Swenson,iD. Env Chief, L.A. & San Oernardino Scction North Coast Branch Regulatory Divisiol F:nclosurc(s) PERMITTEE DA* When the structures or work authorized by this permit are still in existence at. the time the property is transferred, the terms and conditions of this LOP will continueito be binding on the new owner(s) of the property. To validate the transfer of this permit and the li4bilities associated with annpliance with its terms and conditions, have the transferee sign and dale below. TRANSFERI.'.L DA I E 5/17 abed `•Z0:04 £4-/--reW F 94£90179 646 Foul J0310WiiaUS :A9 }uag AGENCY . . ..... CALIFORNIA COASTAL COMMISSION COASTAL DEV L 010 L, NO Page: !l of u Date INovembel 29, 2012 Polmij No. 5-12-177 2--2-1 R (2 Novembor 15, 2012. the California Crustal Commission g Carol Helou'Coastai Development Ne mit 5-412-177, subjech r. F51)(1c'al Conditions, for development Consisting of: Remo. "IS(eill with 5x2l ft. :)let-, 4x24 ft. gangway, 12x20 ft. float, an( (---fa nevv, 8.5x20 ft. pier, LI x 25 ft gangway, 12x26 1.2 wC i piles. More specifically described in the appli 5S si:jj !1., c": Vc.q;% ?MIT 10 L) V%4 -A" / ,Ir)led to John Aped IV & she attached Stindarc 11 of theexisting dock 4 - 12': piles, and t. flu�it and 01'0-1 '16 incl ition file in the A IS VVI(hm the coa5ta; tame_ !n j01)qe (_,CIL;f)ty j)t. 2"21? RoLld (Orange Ccunty)_ ct tl-o Cafiform, ­oL cuqlmission on Novdpiril;ui,29, 201.2, 1UHARL..ES LESTFIR By Rio: +.;cl ACKNOWLEDGMEN-r W this PPM:';,; 6;1c! 49;UJs to abice ';)y z1H :arm.: ton� lj)�roof J!10"sigr`ed Pei-111itlee acknowledges tha! Govemm t Codes `11 O'e 0 ton 818.4 which stales jr: SSUance of arty that: 'A public entity is not l(abie for njuiyc..uLiSed by to ar)l."'au to The issuance of this permi) IMPORTANT: THIS PFRMlT!S NOT VALID UNLESS AND UNTIL COPY OF THL PERMIT I I THE SIGNED ACKNOWLEDGMEN I HAS BERN RETURNEUTO TH1- Camml5sl()N 0 F F ICE 11 CAI:. ADMIN. CODE S LtC 1-1 ON 3 l 7; (?'Isc 51(.111 L, i i -1 1), 11 (: c: 0 p h(j C"(j)jrjjSS;0(j1 Ulf i (,'e a' ihe cibove., ` `f5 1 . 2-01-3 5/9 abed !?0:0L £t-L-Jeim ! qxGuts 646 !ouj jeM9wTj@qS :AS jueS STATE OF CALIFORNIA- NATURAL RESOURCES AGENCY EDMUND G. BROWN, JR., GOVERNOR CALIFORNIA COASTAL COMMISSION Page 1 of 6 South Coast Area Office `.� 200 oceangate, Suite 1000 Date: December 7, 2012 Long Beach, ca 90802-4302 (562) 590-5071 Permit No: 5-12,0'IVEO 6Y COMMUNITY REVISED COASTAL DEVELOPMENT PERMIT DEC 11 2012 p3DEVELOPMENT� gvZ On November 15, 2012, the California Coastal Commission granted to .41AI��.,,/��Ryl 4V & Carol Helou Coastal Development Permit 5-12-177, subject to the attache andard and Special Conditions, for development consisting of: Removal of the existing dock system with 5x21 ft. pier, 4x24 ft. gangway, 12x20 ft. float, and 4 - 12" piles, and installation of a new, 8.5x20 ft. pier, 4 x 25 ft. gangway, 12x20 ft. float and one 16 inch and two 12 inch pile`s: More specifically described in the application file in the Commission offices. The development is within the coastal zone in Orange County at: 2218 Channel Road Newport.Deach (Orange County). Issued on behalf of the California Coastal Commission on December 7,/2012. CHARLES"LESTER By: Executive Director Title: Coastal Program Anal st ACKNOWLEDGMENT The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof. The undersigned permittee acknowledges that Government Code Section 818.4 which states in pertinent part, that: "A public entity is not liable for injury caused by the issuance .. of any permit ." applies to the issuance of this permit. IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE. 14 CAL. ADMIN. CODE SECTION 13158(a), Date Signature of Permittee Please sign and return one copy of this form to the Commission office at the above address. COASTAL DEVELOPMENT PERMIT No. 5-12-177 Page 2 of 6 STANDARD CONDITIONS 1, Notice of Receipt and Acknowledgment The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office 2. Expiration. If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application. Development 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. Interpretation. Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission. 4. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit. 5. 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 bind all future owners and possessors of the subject property to the terms and conditions. SPECIAL CONDITIONS: Eelgrass Survey A. Pre Construction Eelgrass Survey. A valid pre -construction eelgrass (Zoestera marina) survey shall be completed during the period of active growth of eelgrass (typically March through October). The pre -construction survey shall be completed prior to the beginning of construction and shall be valid until the next period of active growth. The survey shall be prepared in full compliance with the "Southern California Eelgrass Mitigation Policy" Revision 8 (except as modified by this special condition) adopted by the National Marine Fisheries Service and shall be prepared in consultation with the California Department of Fish and Game. The applicant shall submit the eelgrass survey for the review and approval of the Executive Director within five (5) business days of completion of each eelgrass survey and in any event no later than fifteen (15) business days prior to commencement of any development. If the eelgrass survey identifies any eelgrass within the project area which would be impacted by the proposed project, the development shall require an amendment to this permit from the Coastal Commission or a new Coastal Development Permit. COASTAL DEVELOPMENT PERMIT No. 5-12-177 Page 3 of 6 B. Post Construction Eelgrass Survey. If any eelgrass is identified in the project area by the survey required in subsection A of this condition above, within one month after the conclusion of construction, the applicant shall,survey the project site to determine if any eelgrass was adversely impacted. The survey shall be prepared in full compliance with the "Southern California Eelgrass Mitigation Policy" Revision 8 (except as modified by this special condition) adopted by the National Marine Fisheries Service and shall be prepared in consultation with the California Department of Fish and Game. The applicant shall submit the post - construction eelgrass survey for the review and approval of the Executive Director within thirty (30) days after completion of the survey. If any eelgrass has been impacted, the applicant shall replace the impacted eelgrass at a minimum 1.2:1 ratio on-site, or at another location, in accordance with the Southern California Eelgrass Mitigation Policy. All impacts to eelgrass habitat shall be mitigated at a minimum ratio of 1.2:1 (mitigation:impact). The exceptions to the required 1.2:1 mitigation ratio found within SCEMP shall not apply. Implementation of mitigation shall require an amendment to this permit or a new Coastal Development Permit unless the Executive Director determines that no amendment or new permit is required. 2. Pre -construction Caulerpa Taxilfolia Survey A. Not earlier than 90 days nor later than 30 days prior to commencement or re -commencement of any development authorized under this Coastal Development Permit (the "project'), the applicants shall undertake a survey of the project area and a buffer area at least 10 meters beyond the project area to determine the presence of the invasive alga Caulerpa Taxilfolia. The survey shall include a visual examination of the substrate. B. The survey protocol shall be prepared in consultation with the Regional Water Quality Control Board, the California Department of Fish and Game, and the National Marine Fisheries Service. C. Within five (5) business days of completion of the survey, the applicants shall submit the survey: i. for the review and approval of the Executive Director; and ii. to the Surveillance Subcommittee of the Southern California Caulerpa Action Team (SCCAT). The SCCAT Surveillance Subcommittee may be contacted through William Paznokas, California Department of Fish & Game (858/467-4218) or Robert Hoffman, National Marine Fisheries Service (562/980-4043), or their successors. D. If Caulerpa Taxilfolia is found within the project or buffer areas, the applicants shall not proceed with the development approved under this Coastal Development Permit until 1) the applicants provide evidence to the Executive Director that all C. Taxilfolia discovered within the project area and all C. Taxilfolia discovered within the buffer area have been eliminated in a manner that complies with all applicable governmental approval requirements, including COASTAL DEVELOPMENT PERMIT No. 5-12-177 Page 4 of 6 but not limited to those of the California Coastal Act, or 2) the applicants have revised the project to avoid any contact with C. Taxilfolia. No revisions to the project shall occur without a Coastal Commission approved amendment to this Coastal Development Permit unless the Executive Director determines that no amendment is legally required. Construction Responsibilities and Debris Removal. The permittee shall comply with the following construction related requirements: A. No demolition or construction materials, equipment, debris, or waste shall be placed or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be subject to wave, wind, rain or tidal erosion and dispersion. B. Any and all debris resulting from demolition or construction activities, and any remaining construction material, shall be removed from the project site within 24 hours of completion of the project. C. Demolition or construction debris and sediment shall be removed from work areas each day that demolition or construction occurs to prevent the accumulation of sediment and other "debris that may be discharged into coastal waters. D. Machinery or construction materials not essential for project improvements will not be allowed at any time in the intertidal zone. E. If turbid conditions are generated during construction a silt curtain will be utilized to control turbidity. F. Floating booms will be used to contain debris discharged into coastal waters and any debris discharged will be removed as soon as possible but no later than the end of each day. G. Non buoyant debris discharged into coastal waters will be recovered by divers as soon as possible after loss. H. All trash and debris shall be disposed in the proper trash and recycling receptacles at the end of every construction day. I. The applicant shall provide adequate disposal facilities for solid waste, including excess concrete, produced during demolition or construction. J. Debris shall be disposed of at a legal disposal site or recycled at a recycling facility. If the disposal site is located in the coastal zone, a Coastal Development Permit or an amendment to this permit shall be required before disposal can take place unless the Executive Director determines that no amendment or new permit is legally required. K. All stock piles and construction materials shall be covered, enclosed on all sides, shall be located as far away as possible from drain inlets and any waterway, and shall not be stored in contact with the soil. L. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. Thinners or solvents shall not be discharged into sanitary or storm sewer systems. M. The discharge of any hazardous materials into any receiving waters shall be prohibited. N. Spill prevention and control measures shall be implemented to ensure the proper handling and storage of petroleum products and other construction materials. COASTAL DEVELOPMENT PERMIT No. 5-12-177 Page 5 of 6 Measures shall include a designated fueling and vehicle maintenance area with appropriate berms and protection to prevent any spillage of gasoline or related petroleum products or contact with runoff. The area shall be located as far away from the receiving waters and storm drain inlets as possible. O. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) designed to prevent spillage and/or runoff of demolition or construction -related materials, and to contain sediment or contaminants associated with demolition or construction activity, shall be implemented prior to the on -set of such activity. P. All BMPs shall be maintained in a functional condition throughout the duration of construction activity. 4. Best Management Practices Program. By acceptance of this permit the applicant agrees that the long-term water -borne berthing of boat(s) in the approved dock and/or boat slip will be managed in a manner that protects water quality pursuant to the implementation of the following BMPs. A. Boat Cleaning and Maintenance Measures: 1. In -water top -side and bottom -side boat cleaning shall minimize the discharge of soaps, paints, and debris. 2. In -the -water hull scraping or any process that occurs under water that results in the removal of paint from boat hulls shall be prohibited. Only detergents and cleaning components that are designated by the manufacturer as phosphate -free and biodegradable shall be used, and the amounts used minimized. 3. The applicant shall minimize the use of detergents and boat cleaning and maintenance products containing ammonia, sodium hypochlorite, chlorinated solvents, petroleum distillates or lye. B. Solid and Liquid Waste Management Measures: 1. All trash, recyclables, and hazardous wastes or potential water contaminants, including old gasoline or gasoline with water, absorbent materials, oily rags, lead acid batteries, anti -freeze, waste diesel, kerosene and mineral spirits shall not at any time be disposed of in the water or gutter but, rather be disposed of in a manner consistent with state and/or federal regulations. C. Petroleum Control Management Measures: 1. Boaters will practice preventive engine maintenance and will use oil absorbents in the bilge and under the engine to prevent oil and fuel discharges. Oil absorbent materials shall be examined at least once a year and replaced as necessary. Used oil absorbents are hazardous waste in California. Used oil absorbents must therefore be disposed in accordance with hazardous waste disposal regulations. The boaters shall regularly inspect and maintain engines, seals, gaskets, lines and hoses in order to prevent oil and fuel spills. The use of soaps that can be discharged by bilge pumps is prohibited. COASTAL DEVELOPMENT PERMIT No. 5-12-177 Page 6 of 6 2. If the bilge needs more extensive cleaning (e.g., due to spills of engine fuels, lubricants or other liquid materials), the boaters will use a bilge pump -out facility or steam cleaning services that recover and properly dispose or recycle all contaminated liquids. 3. Bilge cleaners which contain detergents or emulsifiers will not be used for bilge cleaning since they may be discharged to surface waters by the bilge pumps. Public Rights. The Coastal Commission's approval of this permit shall not constitute a waiver of any public rights that exist or may exist on the subject property including, but not necessarily limited to, the tidelands and submerged lands lying beneath the development approved by this Coastal Development Permit. The permittee shall not use this permit as evidence of a waiver of any public rights that may exist on the property. Rh1jda1g/perrnits2012 Printed on 11/20/12 HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 644-3044 / Fax (949) 723-0589 HARBOR PERMIT/APPROVAL IN CONCEPT HARBOR PERMIT/APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH as required for permit application to the South Coast Regional Commission pursuant to California Administrative Code, Sections 13210 and 13211. General Description of Proposed Development: Construct a new dock and pier with 1 pier pile 16" and 2 dock piles (12"). Address number must be stenciled on at least 1 bayward facing pile. Pier conditions must be signed by applicant prior to final approval. Property Address: 2218 Channel Road Legal Description: Harbor Permit Number: 107-2218 Plan Check Number: 1488-2011 Applicant: Carol Helou Applicant's Mailing Address: 2218 Channel Road, Newport Beach CA 92661 Phone Number: 949-548-5359 I have reviewed the plans for the foregoing development including: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application. page 1 of 2 And find ,t% They comply with the current adopted Newport Beach General Plan, Municipal Code, Title 17 and any applicable specific or precise plans or, ❑ That a variance of exception has been approved and final. A copy of any variance, exception, conditional use permit or other issued permit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept and said approval has been written upon said plans, signed and dated. Should Newport Beach adopt an ordinance deleting, amending or adding to the Municipal Code or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this Approval In Concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act or 1970, and state and local guidelines adopted thereunder, this development: Has been determined to be ministerial or categorically exempt. ❑ Has received a final Exemption Declaration or final Negative Declaration (copy attached). ❑ Has received a Final Environmental Impact Report (copy attached). All discretionary approvals legally required of Newport Beach prior to issuance of a harbor permit and a building permit have been given and are final. The development is not subject to rejection in principal by Newport Beach unless a substantial change is proposed. This concept approval in no way excuses the applicant from complying with all applicable policies, ordinances, codes and regulations of Newport Beach. See attached Special Conditions. Lisa Walters, Harbor Resources June 19, 2012 Attachments: Worksheet for Building Permit Application Drawing Pier Conditions Page 2 of 2 1 6�_l Worksheet for Building Combo Permit Application Please print 3 " copies City of Newport Beach -Building Department 6,R -C E (S F_ Building F Grading F, -Drainage F Elec F_ me cJpl caTIM I in^ MW A., - A. DH 1. Project Address (Not mailing address) v—, Fjoor %uite No C=1,2f& 4 A j_1 k -L e L, oil Tenant Narri Applicable) ( # Units (if Residential) F 2. Description of Work Use F ce." �JI r7t),Cr f I P I e.- i Ile 16 ') - jNe I ... .... ... -A eS j� Valuation $ Extg Building SF Demo Building SF dsd � F �i Extg Gar sf F Demo Garage sf F Add/Reconstruct Garage sf # Stories F Ix New F_. Add f— Alter FlDemo TOTAL BLDG SF Cu Yd Cut F TOTAL GARAGE SF F Cu Yd Fill F r- 3. Owners Name Lastl 1-IeL_ooFirst I Owners Address 14E LJ ORP 4C S-FRGEV City F_Zo_,jiaoState Fco Owner's E-mail Address Zip TelephonejLaz, 33a- 033 4. Arch itect/Designer's Name Last FirstF—. Lic. No. Architect/Designer's Address F_ City I . State Architect/Designer's E-mail Address ... . .. . . .. .... .... .............. Zip F—Telephone F 5. Engineer's Name Lastj JAF,1421 First P�a Lic. No. Engineers Address gUITIE. 00 City State Gq Engineer's E-mail Address M -al I fP Ljsa!sa_-L)_!5 a-. com Zip[ JaTelephoneF949 [76. Contractor's Name Last FIE -LJ -M R)eGp IkLr-, First F77777 Lic. No. 15Z,/1434- Class RB7 Contractor's Address 0-:37 Ij 11)T74 City C0:5TIn. State OFFICE USE ONLY ENERGY P/C FEE $ GRADING P/C FEE $ Rev 4116109 ELEC/MECH/PLUM P/C FEE$ Contractors E-mail Address Zip 1_17-1 Telephone 1qq? 5-149-5-3—S-7 1 2 PEM�T ' - ' I FIRE P/C FEE $ PLAN CHENO.CK NO. &,I 00 MWF_bZ_WPM @MGM FEE $ W7 ✓ VICINITY MAP N.T.S. % EEL GRASS GRASS INSPECTION ,KEeigrass within 15' of project ❑ Eelgrass within 15 - 30' of project ❑ N Eelgrass in project area Shure Inspection Date &Tim® 2218 U.S. BULKHEAD LINES CHANNEL ROAD (N) e'-6" WIDE x 20' LONG WD PIER, SEEj (N) 12'-0" WIDE x 20'-0" LG FLOATING DOCK - (N) 12" SO GONG PILE AT DOCK TYP (TOTAL OF 2) SEE DESIGNITION,I PROLONGATION OF PROPERTY LINE PROLONGATION OF -E PROPERTY LINE i 20 _0 11 -8 U.S. PIERHEAD LINE 5'-0" , (NI LAYOUT NEWPORT BAY NORTH OWNER : Mr. CAROL HELOU LOT BLOCK JOB ADDRESS : 2218 CHANNEL ROAD CONTRACTOR: SHELLMAKER, INC. DATE NEWPORT BEACH, CA 92661 837 WEST 17th STREET 05/31/12 COSTA MESA, CA 92627 APPENDIX 1 Eelgrass Survey Reporting Form 2218 and 2222 Channel Road, Newport Beach, CA 92660 This form is required to be submitted for any surveys conducted for the eelgrass, Zostera marina, that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers and the Coastal Commission. The form has been designed to assist in identifying eelgrass while ensuring that the required information is consistently documented. Surveys required to be conducted for this species are subject to modification through publication of revisions to the eelgrass survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service, (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218. * Required Information Site Name: 2218 and 2222 Channel Road, Newport Beach, CA 92663 common reference Survey Contact: . Rick Ware (949) 412 9446 (name, phone, a -mail) • rware.ermgearthlink.net • 949 412-9446 Permit Reference: Pending (ACOE Permit No., CCC Permit No. Hydrographic System: * Developed Small Boat Harbor (bay, estuary, lagoon, or harbor Specific Location: (UTM, Lat./Long., datum, 33° 35.89' N, 117° 52.95' (center) accuracy level, attach WGS 84, +/- 2 meters electronic survey area map ifpossible) Was Eelgrass Detected: *XXXX Yes, Eelgrass was found at this site at both 2218 and 2222 Channel Road. See attached map. X Eelgrass within 15' of project Eelgrass within 15'-30' of project Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax);1 Description of Removal of a dock system at 2218 Channel Road, and the Permitted Work: construction of two dock systems on recently subdivided (describe briefly the work to portions of the original 2222 property (2218 and 2222 be conducted at the site Channel Road). under the permits identified above) Each system will consist of a 20' x 12" dock; a 20' x 8' 6" pier; and a 4' x 24'6" gangway (See attached figures). Each gangway will be supported by a 16" sq concrete base, and 7'8" wide concrete top (T -pile). Each dock will be supported by two, 12" sq concrete piles. Description of Site: Depth range: * Water depths ranged between (describe the physical and approximately -2 and -8.5 ft feet biological conditions within MLLW (at outer edge of dock) to 19.5 the survey area at the time ft (edge of eelgrass in the Entrance of the survey and provide Channel offshore of the existing dock) insight into variability, if known. Please provide units for all numerical Substrate Fine sands to silty sands information. type: * Temperature: 63-65 degrees Fahrenheit. Salinity: Salinity is variable, from 20 to 35 ppt, depending on depth and the time of year. Dominant Dominant flora: Eelgrass (7.ostera flora: marina) on the soft bottom substrate and giant kelp (Macrocystic pyrifera) attached to the bulkhead and docks. Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Description of Survey Dominant Macro -invertebrates observed during Effort: fauna: the dive surveys included the spiny (please describe the surveys period: sand star (Astropecten armatus), conducted including type of octopus (Octopus bimaculatus) the survey (SCUBA, remote video, etc.) and survey tube -dwelling anemone Horizontal Water visibility was 10 feet on each side of the (Pachycerianthus fimbriatus), the visibility in center line of the diver (20 feet total) California golden gorgonian (Muricea Fater: californica), striped sea slug (Navanax inermis), spotted sea hare (Aplysia californica), California spiny lobster (Panulirus interruplus), sheep crab (Loxorhynchus grandis), kellet's whelk (Kellelia kellelii), gaper clam (Tresus nuttallh), and the ornate tube worm Diopatra ornata. Fishes observed included mullet (Mugil cephalus), topsmelt (Atherinops affinis), senorita (Halichoeres semicinctus), California garibaldi (Hypsypops rubicundus), black perch (Embiotoca jacksom), shiner perch (Cymatogaster aggregata), kelp bass (Paralabrax clalhralus), barred sand bass (P. nebulifer), unidentified turbot (Pleuronichthys sp.), and round sting ray (Urolophus halleri). Exotic Sargassum muticum species encountered: Other site None description notes: Description of Survey Survey date May 22" , 2012 1000-1300 hours Effort: and time (please describe the surveys period: conducted including type of survey (SCUBA, remote video, etc.) and survey Horizontal Water visibility was 10 feet on each side of the methods employed, date of visibility in center line of the diver (20 feet total) work, and survey density Fater: (estimated percentage of the Coastal Resources Management PNM 327, 3334 E. Coast Flighway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) bottom actually viewed). Survey type An underwater biological survey was conducted Describe any limitations and methods: * on 22 May, 2012 to map eelgrass vegetation encountered during the seaward of the 2218 and 2222 Channel Road survey efforts. properties. The survey was conducted by CRM marine biologists Rick Ware and CRM marine technician Robin Kohler between 1000 and 1300 hours. Eelgrass Mapping. Diver transects using SCUBA were employed to first determine the extent of eelgrass in the project and to conduct the invasive algae survey. Initial transects were swam throughout the project site along a 22.2 meter baseline. Seven, variable -length transects were spaced 3 meters apart. A biologist in a kayak equipped with the GPS followed a SCUBA -diving biologist. To assist in the mapping process, an Ocean Technology Systems (OTS) surface -to -diver communications system was used by the team. Once the extent of the eelgrass was determined, a mapping survey was conducted using Wide Area Augmentation System (WAAS) GPS (Global Positioning System) technology and a Thales Mobile Mapper GPS/GIS Unit to map eelgrass areas. The estimated GPS error of the Thales Mobile Mapper GPS unit with post -processing correction was less than one meter. Survey The survey was conducted by CRM marine personnel: * biologists Rick Ware and CRM marine technician Robin Kohler. Survey A total of seven, variable length transects were density: swam along a 22.2 meter baseline. The total amount of bottom habitat surveyed was 497 meters (5,240 sq ft). 100% of the bottom area was covered, due to excellent visibility (10 It on each side of the center line). A total of 371.1 sq in (3,992.9 sq ft) of eelgrass was mapped within the project area. Survey None limitations: Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Other Information, See attached drawings and eelgrass map (use this space to provide any additional information or references to attached materials such as maps, Eelgrass Survey Reporting Form (version 1.0, 6/20/03) Coastal Resources Management PMB 327, 3334 E. Coast I-Iighway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Figure 2. Plan View, Proposed 2218 Channel Road Dock System Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) CITY OF NEWPORT BEACH i PROJECT BITE e S t Q n 1 I ,.wea.0 VICINITY MAP i uEVPOR fiF ALIFCR II.A - 2278 U.S. E3tJi.K11.EAP 17E—.. CHANNEL ROAD i. (ryj 9 E xi0 D 0 1 jp � 1 � / � / 6a1ilUG aiWr Wil, � 1 )�- I =X PI4 0£ IW 1 Tr4 i I. ..-j 1(J) 1 c< c clET"Dov, i,// I (nrt MP 'Xf �V3�, I �� (YOP[LpiltY 1 4F R1vPE9[V PR LR4CkP0 L. / I lit f U.S.POERIOIFAD tins INI LAYOUT NEWPORT : BAY nypr —rnhEt +n c rat u — o --'BLOCK —i CONTRACTOR: 5.,_jfL E5_I 9AheN tAIG 1 ti�SJ X18 'tOr♦G GF: A01 4' CHANNEL 837'NEST 17th S REE�- N 6WORI RFACN .,31f.�'/ 2 CA °ro'7.._..,.I COSTA YESA _..._ Figure 2. Plan View, Proposed 2218 Channel Road Dock System Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) CITY OF NEWPORT BEAC- ----- ,tea. >. PROJECT •�'' Bile ?" _ 3 „• � d VICINITY MAP I fFL'PC T tiAl', C'JFnRNIA - F 6J 9]h x..�nf h Lrvc E ,Eli 1. � .0" 16 _ II t z t :! l� f SOUN[3fU'S AF?C.. ERiy£CTLD I 'ELI AND DEF,MTE ELt ",EONF _OOCKa PILING, PIER 6 OANOWAV ELEVATION ITtA. 4AStn 0 ;SCAi4 L.06'afR ;.Cts - - VMTC?, �CVv'iVFR 4r. Cis20t r+ L`7J eL0 K �OT - - OB ADDrtt 5 C I f t1Cl ROAD I EL CCitTRATTOR y� [- L -0AhElt f C f34m :. NF% 0 T Oc 4 r UA 4, 66tC 6 MST 17th T ELS 112 _ .' I -COSTAI �.i61� If'Sd CA g�G'r7 ..__ J f - Figure 3. X -Section, Proposed 2218 Dock System Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (11 x); ) Figure 4. Plan View, Proposed 2222 Channel Road Dock System Coastal Resources Management PMR 327, 3334 E. Coast I lighway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (tact); ) CITY OF NEWPORT BEACH PROJECT J J{'• I � k VICINITY MAP N r n ._._. ..._ SIA /1 i iE�BAY,1PORT aI; ALIFvF.iylA j 2222 CHANNEL ROAD _11 a I U.S.BULKHEAD UNE rVIC r� 3 1 )YQ� 1 M Ir 1C 1 1 I f 4R4 NfNAI {Yy II N Ll— Cave i:F 'alike, gki6 � 1 ni { I I p ar vaa�rl:n.: OFG-FRI (<t)Ia SO pip ttv lim€ F:[[U Al 6f)l,l (,F'/fs I. I ndI OF—/ caca-Rr i.i I 2R-011 101- 'i F t �° q U.S. PIFRHEAD LIN; __ - — =—I ------ J— �INILAYOUT NEWPORT BAY vo,t — p� yWER eT• .7GhAI A9EI:,l. __ �pr _ —__—__._—. _- _ COCK GGNTRA T ft S'atCUv 4E F R 1 3G IdOa A t ~rc �5 : Z� CHANNEL ��ofic & 7 1v 17th STREC PLF It er c CA a1561 5 ,SI fi.2 a I OF TA NIF�A Figure 4. Plan View, Proposed 2222 Channel Road Dock System Coastal Resources Management PMR 327, 3334 E. Coast I lighway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (tact); ) -8-EAC j CITY OF NEWPORT H 1 PROJECT ` BITE j{ VICINITY MAP_ ry is Ir'7 1 M)-FF(6iG9 TdAPflL ao axe vv � �c ccrncy tr ik .. y`I i`I ------ NE ^[ jj [G:C RIE.. E➢L 14111—O T.vJ ,--Cliff E E:EIu,� 4 OJf!L)!p13, ARE CXPe i; [EG IN PEtb ARIG DENOTE E3 EV•1P CIF15 -, 8 .l3ANOWWAY EIEVATION�.iss.. 9ASED "ild MEAN E.vhcR LOW _DOCKA,RILINO�__PIE9 PANFR Mr ..OI IN ABEI L OT @I OCK a3 JO3 ADDRESS :7 `CHAN rl ROAD CONI fRAC FOR SaLLI APEI HC UH E yFdrGR€ L€t€H A 97561 63/ WEST h STREET ._.-.__.COSTA ME5A A 9267 ..ifl5J51�i8 Figure 5. X -Sect, Proposed 2222 Chatmet Road Dock System Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (officc%cll); (940) 675-2970 (fm);1 2222 and 2218 Channel Read Dock Project. Position of New Docks and Felgrass Habitat Based on 22 May 2012 Eelgrass Survey ,odt All erc11 D33 b ,..,r'' 5 IO 20 2C 40 "e d Far Oar. Figure b. Location of Ecigrass Shows New Dock Structures Overlaid On Top of Existing Dock Structure at 2218 Channel Road (Subdivided From 2222 Channel Road in 2011). Coastal RelOnl'Ce5 Management PMB 327. 3334 F. Coast highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax): j Caulerpa taxifolia Survey Reporting Form 2218 and 2222 Channel Road Newport Beach, CA 92663 Survey Date: May 22nd, 2012 Prepared by: Coastal Resources Management, Inc. PMB 3277 3334 East Coast Highway Corona del Mar, CA 92625 Contact: Rick Ware, Senior Marine Biologist (949) 412-9446 Prepared for: Lisa Miller Shellmaker, Inc. 837 West 17th Street Costa Mesa, CA 92627 7 June, 2012 Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) This form is required to be submitted for any surveys conducted for the invasive exotic alga Caulerpa taxifolia that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers or Regional Water Quality Control Boards (Regions 8 & 9). The form has been designed to assist in controlling the costs of reporting while ensuring that the required information necessary to identify and control any potential impacts of the authorized actions on the spread of Caulerpa. Surveys required to be conducted for this species are subject to modification through publication of revisions to the Caulerpa survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Report Date: June 7o', 2012 Name of bay, estuary, Newport Bay, CA. See Figure 1. lagoon, or harbor: Specific Location Name: 2218 and 2222 Channel Road, Newport Beach, CA 92663 Site Coordinates: 33e 35.89' N, 117° 52.95' (center) (UTM, Lat./Long., datum, WGS 84, +/- 2 meters See Figure I accuracy level, and an electronic survey area map WGS 85 . Accuracy within 2 meters. or hard copy of the map must be included). Survey Contact: (name, Rick Ware, Senior Marine Biologist, Coastal Resources Management, phone, e-mail) Inc. (949) 412-9446, rware.crm a earthlink.net Personnel Conducting The survey was conducted by Mr. Rick Ware (certified Caulerpa Survey (if other than Surveyor), and Robin Kohler, (Technician) of Coastal Resources above): name, phone, Management, Inc. email Permit Reference: Pending (ALOE Permit No., RWQCB Order or Cert. No.) Is this the first or second First survey for this project? Was Caulerpa Detected?: No (if Caulerpa is found, please immediately contact NOAA Fisheries or CDFG personnel identified above) Coastal Resources Management PNM 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax);) Description of Permitted Removal of a dock system at 2218 Channel Road, and the construction Work: (describe briefly the of two dock systems on recently subdivided portions of the original 2222 work to be conducted at the property (2218 and 2222 Channel Road). site under the permits identified above) Each system will consist of a 20' x 12" dock; a 20' x 8' 6" pier; and a 4' x 24'6" gangway (See attached figures). Each gangway will be supported by a 16" sq concrete base, 7'8" wide concrete top T -pile. Each dock will be supported by two, 12" sq concrete piles. See attached drawin s. Depth range: -1 to 8.5 ft MLLW (outside edge of dock) to 19.5 Description of Site: ft MLLW in the Newport Harbor Entrance Channel (describe the physical and Substrate type: fine sand to silty sand biological conditions within Temperature: 63-65 degrees F the survey area at the time of Salinity: 25-33 ppt the survey and provide insight into variability, if Dominantflora: Eelgrass (Zostera marina) on soft substrate; giant known. Please provide units for all numerical kelp (Macroeyslis pyrifera) on bulkheads and docks. information). Dominantfauna: Macro -invertebrates observed during the dive surveys included the spiny sand star (Astropeclen armatus), octopus (Octopus bimaculatus) the tube - dwelling anemone (Pachycerianthus fimbriatus), the California golden gorgonian (Muricea californica), striped sea slug (Navanax inermis), spotted sea hare (Aplysia californica), California spiny lobster (Panulirus interruptus), sheep crab (Loxorhynchus grandis), kellet's whelk (Kelletia kelletii), gaper clam (Tresus nuttallii), and the ornate tube worm Diopatra ornata. Fishes observed included mullet (Mugil cephalus), topsmelt (Atherim ps afinis), senorita (Hallchoeres semicinctus), California garibaldi (Hypsypops rubicundus), black perch (Embiotoca jacksoni), shiner perch (Cymatogaster aggregata), kelp bass (Paralabrax clathratus), barred sand bass (P. nebulifer), unidentified turbot (Pleuronichthys sp.), and round stip ra (Urolo hus halleri). Exotic species Sargassum mulicum encountered (including any other Caulerpa species): Other site description notes: none Coastal Resources Management PMn 327, 3334 E. Coast flighway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Description of Survey Survey date and May 22',2012 Effort: time period: Description of Survey Horizontal 20 ft (10 ft on each side of the transect center line) Effort: please describe the visibility in water. Survey type and An underwater biological survey was conducted surveys conducted including type of survey (SCUBA, methods: on 22 May, 2012 seaward of the 2218 and 2222 remote video, etc.) and Channel Road properties. The survey was survey methods employed, conducted to determine if eelgrass and/or invasive date of work, and survey algae was present in the project area. The survey density (estimated percentage the bottom was conducted by CRM marine biologists Rick actually viewed. Ware and CRM marine technician Robin Kohler between 1000 and 1300 hours. Transects were swam throughout the project site along a 22.2 meter baseline. Seven, variable -length transects were spaced 3 meters apart. A biologist in a kayak equipped with the GPS followed a SCUBA -diving biologist. To assist in the mapping process, an Ocean Technology Systems (OTS) surface -to -diver communications system was used by the team. The estimated GPS error of the Thales Mobile Mapper GPS unit with post- processing correction was less than one meter. Describe any limitations Survey personnel: Rick Ware, certified Caulerpa surveyor and Robin encountered during the Kohler (technician). survey efforts. Survey density: Seven, variable length transects were swam along a 22.2 meter baseline out to a distance of 22 meters. The total amount of bottom habitat surveyed was 497 meters (5,240 sq ft). 100% of the bottom area was covered, due to excellent visibility (10 ft on each side of the center line). Survey limitations: No survey limitations. Other information: See project area location (Figure 1), and attached dock plans, Figures (use this space to provide 2,3, 4, and 5 additional information or references to attached maps, reports, etc.) Caulerpa Survey Reporting Form (version 1.2, 10/31/04) Coastal Resources Management PM13 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Coastal Resources Management PM13 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fa );1 Figure 2. Plan View, Proposed 2218 Channel Road Dock System Coastal Resources Management PM13 327, 3334 F:. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) C, ITY .___OF . NEW____ PORT BEA_AACH._.--_ � S P90JE0T 817E ± $� t Q > MAR jY-VICINITY I ¢E4f�7fti Er._( P�Ir rPi`JIA� +i 2218 U.S.BULY.NEAf) LINE----- -\ ROAD s 01_ 'sr no - i OB �] 41� 77 lzG� J 5 u NOF 2_01,N i c u cc•.c , { �O f sJ�zs-o II G i (1 7 � I 1 1 i S.CE 417 I G r r4O-Lw41G-r` i� � I � �e �Cn"u f A GiS N.YP_sYJ ce ur+�. LOCK Lw � y;� ' m `frCic v 04ti jyr - F PH9 1 - L HF ArWRre U11C U-S. PIER IEAC LIN j IN] LAYOUT NEWPORT BAY eaoer;l OWNER Mr CAr al HELOU L +d Q K JO- AORFSr218 eL 2JAJ ;TRAr R SHEi U1.1A Eh !NC JFt 8+7 4a517th STREET 'tIN tE fUPT-HCA i vP ?.661 05, 131/72 COSTA YFqL4 0 f% 3 Figure 2. Plan View, Proposed 2218 Channel Road Dock System Coastal Resources Management PM13 327, 3334 F:. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Figure 3. X -Section, Proposed 2218 Dock System Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (lac); ) CITY OF NEWPORT BEACH :P60JECT ,1 817E , � tls 2 1 R l i VICINITY MAP iPrb hEll1FO4T 9A`t ALIFO411IA I (e }fuG5{a rei e-u i0 %E tt lw l:J;N Ti � _ LM c Fear a viw— , aw. a cx2— � E xaxsy I ) F i_ lr \ II \ ,,lam, r oo tae i e"YM[ Ile LSE t/ I a el SOUNDM'S ARE FXPECiED IN FEET AND UNOTE ELEVAlioitis f DOCK`PILING, PIER 6 GANGWAY ELEVATION N.TH. F3ASEP n. y)EA,fi i_:y+'&R LOW OWNER I&. CAR]I 14RO1Y _ GT IHLOCK _ ONfgAG OR 5HELL+AKER UNC T DAiE 1006 AOCRE5S :2778 CHANNEL ROAD y1C_$11T1..1/ fTFw { 105!'S/12 vUR 3LAG1 CA 9 ._...�_w.Sl c 0?7A t4 h67 ._n_ I ._.i Figure 3. X -Section, Proposed 2218 Dock System Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (lac); ) I CITY OF NEWPORT BEACH rl�w. PROJECT. ,# ` BITE x u e J tiy{ 1 •^'�k !VICINITY MAP_ _ _m::1 I NEWPOK I BA',, C? IFOKIi A.�` asx w I — — 2222 CHANNEL ROAD y tl l5 n5 7f d0 W" Cft uC-y' I rti 1 U.S. BULKHEAD l_ NE , I I of PI &___ Qi 3 I t 4 _ : t1"E9E Zi ti :G. � i k (N) i Q I = opaFE�iy j-PFPONERIYI G oil 13 it C9IG /- y'H.I I. r NJE I>J.E Al Cr T,P/�j�/ , r ,ram r ) eek/ t c� I _ r Y r G4(.v CP IIS\ U7 U.S. PIERHFAD LINE INI LAYOUT NEWPORT BAY I OWNER Mr J('HN ADELL 10T Qk 0 K J0E3 AnGRCSS :2222 CHANNH RU.4 I NEr7PaR F3E.A H CA 926611 CONTRA iCt Sy II AAfEK INC $ 7 WESF 57th )}�TRrFT 05/31 A 2 COSTA k4ESA CA b2875 Figure 4. Plan View, Proposed 2222 Channel Road Dock System Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (far);1 CITY OF NEWPORT BEACH PROJECT,;^ SITE t f- 4 P. ; M.P. ....__1 VICINITY MAP_ ;NEWPORT BAY CAUFORNIA �._— 6+1 rrrsreo: rzu igen I CiASY LL I1pW LH--------, 1t.h�oxw�3ZX it IE�RlFhC [I rY �1 :=�a��- L I•j (E�S']2 tfV r 3 c4F: iS S I { ' ' A. j hwl / � IX tG HS/I`� IXECL'� LYT—i. 1 �_ SOUNDINGS ARE EXPECTED IN FEET AND DENOTE ELEVAFVis _,OOCK,_PILINO, 41ER ANGWAY ELEVATION ra s,. gAcEf) ON MEAD; 6OWM LOW AATER.. �OLONER l(?H ABiI 6T frMOCK ueB ADORES �- CONTRAL� ft C fNRLL ROAD €IFr1POPt ©EACH CP '661 Sk3LLt4At r IFdC- DARE $ ,:- WrST t7 �T STREFT LiS�� 11 �•. _ e_.� ._.. _.._..:.....�..._...__...._m. COSTA MESR CA 92627-- _ _. _ Figure 5. X -Sect, Proposed 2222 Channel Road Dock System Coastal Resources Management PMN 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 644-3034 / Fax (949) 723-0589 Special Conditions June 19, 2012 Property Address: 2218 Channel Road With reference to the plans currently under consideration at the above referenced address to reconfigure or modify the dock system or bulkhead, the following conditions will now be in effect: 1. The project proponent is aware of the Harbor Permit Policies (Council Policy H-1) and Title 17 of the City of Newport Beach Municipal Code. The project proponent understands that the above referenced structure(s) is under the purview of these Policies and Codes. 2. Any future work on the above mentioned structure(s) requires permits with the City of Newport Beach and any other applicable agencies. Painting and work considered to be cosmetic in nature does not require a permit. 3. The conditions set forth in this document pertain to the proposed dock system and/or bulkhead under consideration. Any future modifications or alterations to the dock system and/or bulkhead may require new conditions which may override or change these conditions. These conditions supersede all past conditions associated with this property. 4. Only marine oriented uses are allowed on the pier, pier platform, gangway and float. Patio furniture, plants etc ... are not permitted. 5. In accordance with Municipal Code 10.08.030 A. the project proponent shall -obtain the proper permits for equipment and materials storage. "Except as otherwise provided in this section, no person shall use any public street, sidewalk, alley or parkway or other public property for the purpose of storing or displaying any equipment, materials or merchandise, or any other commercial purpose. B. Public streets, sidewalks, alleys, or parkways may be used for the purpose of selling, storing, or displaying any equipment, material, merchandise or for other commercial purposes in the following cases: ... For the temporary storage of construction equipment or material provided a permit is issued pursuant to Chapter 12.62 of this Code and the storage is consistent with provisions of the Uniform Building Code." 6. The project shall be implemented in conformance with the Local Coastal Program - Coastal Land Use Plan. Page 1 of 2 7. In accordance with Municipal Code 10.28.040 the following noise regulations apply: "A. Weekdays and Saturdays. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any weekday except between the hours of seven a.m. and six -thirty p.m., nor on any Saturday except between the hours of eight a.m. and six p.m. B. Sundays and Holidays. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any Sunday or any federal holiday." 8. Your side property lines extend in the water along their same bearing. Vessels shall not encroach upon the neighbor's property on either side. 9. Vessels may not extend beyond the end of the fingers by more than the width of its beam. 10. The maximum beam of a vessel that is permitted to side -tie to the northenmost side of the float is 11'. 11. The maximum beam of a vessel that is permitted to side -tie to the southernmost side of the float is 5'. Lisa Walters, Harbor Resources Date Applicant Signature Print Name Date Joint Pier Applicant Signature (if applicable) Print Name Date Page 2 of 2 10`7-2219 HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 644-3034 / Fax (949) 723-0589 Special Conditions June 19, 2012 Property Address: 2218 Channel Road With reference to the plans currently under consideration at the above referenced address to reconfigure or modify the dock system or bulkhead, the following conditions will now be in effect: 1. The project proponent is aware of the Harbor Permit Policies (Council Policy H-1) and Title 17 of the City of Newport Beach Municipal Code. The project proponent understands that the above referenced structure(s) is under the purview of these Policies and Codes. 2. Any future work on the above mentioned structure(s) requires permits with the City of Newport Beach and any other applicable agencies. Painting and work considered to be cosmetic in nature does not require a permit. 3. The conditions set forth in this document pertain to the proposed dock system and/or bulkhead under consideration. Any future modifications or alterations to the dock system and/or bulkhead may require new conditions which may override or change these conditions. These conditions supersede all past conditions associated with this property. 4. Only marine oriented uses are allowed on the pier, pier platform, gangway and float. Patio furniture, plants etc ... are not permitted. 5. In accordance with Municipal Code 10.08.030 A. the project proponent shall obtain the proper permits for equipment and materials storage. "Except as otherwise provided in this section, no person shall use any public street, sidewalk, alley or parkway or other public property for the purpose of storing or displaying any equipment, materials or merchandise, or any other commercial purpose. B. Public streets, sidewalks, alleys, or parkways may be used for the purpose of selling, storing, or displaying any equipment, material, merchandise or for other commercial purposes in the following cases: ... For the temporary storage of construction equipment or material provided a permit is issued pursuant to Chapter 12.62 of this Code and the storage is consistent with provisions of the Uniform Building Code." 6. The project shall be implemented in conformance with the Local Coastal Program Coastal Land Use Plan. Page 1 of 2 7. In accordance with Municipal Code 10.28.040 the following noise regulations apply: "A. Weekdays and Saturdays. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any weekday except between the hours of seven a.m. and six -thirty p.m., nor on any Saturday except between the hours of eight a.m. and six p.m. B. Sundays and Holidays. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any Sunday or any federal holiday." 8. Your side property lines extend in the water along their same bearing. Vessels shall not encroach upon the neighbor's property on either side. 9. Vessels may not extend beyond the end of the fingers by more than the width of its beam. 10. The maximum beam of a vessel that is permitted to side -tie to the northenmost side of the float is 11'. 11. The maximum beam of a vessel that is permitted to side -tie to the southernmost side of the float is 5'. cP Ig!5 la Lisa Walters, Harbor Resources Date Applicant S nature Print Name Joint Pier Applicant Signature (if applicable) Print Name Date Page 2 of 2 HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 644-3044 / Fax (949) 723-0589 HARBOR PERMIT/APPROVAL IN CONCEPT HARBOR PERMIT/APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH as required for permit application to the South Coast Regional Commission pursuant to California Administrative Code, Sections 13210 and 13211. General Description of Proposed Development:Construct a new dock and pier with 1 pier pile 16" and 2 dock piles (12"). Address number must be stenciled on at least 1 bayward facing pile. Pier conditions must be signed by applicant prior to final approval. Property Address: 2218 Channel Road Legal Description: Harbor Permit Number: 107-2218 Plan Check Number: 1488-2011 Applicant: Carol Helou Applicant's Mailing Address: 2218 Channel Road, Newport Beach, CA 92661 Phone Number: 949-548-5359 I have reviewed the plans for the foregoing development including: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application. Page 1 of 2 And find D( They comply with the current adopted Newport Beach General Plan, Municipal Code, Title 17 and any applicable specific or precise plans or, ❑ That a variance of exception has been approved and final. A copy of any variance, exception, conditional use permit or other issued permit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept and said approval has been written upon said plans, signed and dated. Should Newport Beach adopt an ordinance deleting, amending or adding to the Municipal Code or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this Approval In Concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act or 1970, and state and local guidelines adopted thereunder, this development: )� Has been determined to be ministerial or categorically exempt. ❑ Has received a final Exemption Declaration or final Negative Declaration (copy attached). ❑ Has received a Final Environmental Impact Report (copy attached). All discretionary approvals legally required of Newport Beach prior to issuance of a harbor permit and a building permit have been given and are final. The development is not subject to rejection in principal by Newport Beach unless a substantial change is proposed. This concept approval in no way excuses the applicant from complying with all applicable policies, ordinances, codes and regulations of Newport Beach. See attached Special Conditions. Lisa Walters, Harbor Resources August 3, 2011 Attachments: Worksheet for Building Permit Application Drawing Pier Conditions Page 2 of 2 1 g ot, Worksheet for Building Combo Permit Application o,on _F ,qnj,,, City of Newport Beach -Building Department Please print 3 copies I ) _& 0 to - WBOR REj6AVUkCE(SV r.— Building F_ Grading (`Drainage f— Elec F Met: p A im�mw, 1. Project Address (Not mailing address) %,,it r-vr NEMORI 13%tH _& eNo U7� Floor ,I Haal k -L e C_ oll �QL Tenant Name(if Applicable) # Units (if Residential) F 2. Description of Work I Use F_ jr-j r -t- P1 e GS e 1L Valuation $ Extg Building SF Demo Building SF SFpj� F Add/Reconstruct Bldg Extg Gar sf F Demo Garage sf Add/Reconstruct Garage sf # Stories F New [7, Add F_ Alter F_.Demo TOTAL BLDG SIF F Cu Yd Cut F TOTAL GARAGE SIF F 3. Owner's Name Last 1-IE.Loo Owner's Address 149 ZJ. 0RPA4r_ STRGE-T-1- I City r_E0_1j1an_. StateA Fc Cu Yd Fill First Owner's E-mail Address zip[%117o23Telephone ac)33 ri 4. Arch itectlDesig ner's Name Last FirstF Lic. No. Architect/Designer's Address F_ City State F Architect/Designer's E-mail Address F. .... . ..... ..... ........ . ... .... .. Zip F Telephone[ . .. .... , __ I . 5. Engineer's Name Last First Lic; No. k3ela- Engineers Address 4E-, Burg( Qo city State FGp Engineer's E-mail Address Zip Telephone Fq—j4,i —1 First Lic. No. RB r-6.Contractoes Name Last ls2w434- Class Contractor's Address City State F OFFICE USE ONLY ENERGY P/C FEE $ GRADING P/C FEE $ FIRE P/C FEE $ Rev 4116109 ELEC/MECH/PLUM P/C FEE$ Contractor's E-mail Address Zip 17 Telephone1q,47 53 [ PEJY I lT NO. PLAN CHECK NO. Cqy_Cn EWPM gAQK FEE $ CITY OF NEWPORT BEACH VICINITY MAP N.T.S. NEWPORT DAY, CALIFORNIA �« H U.S. BULKHEAD LINE— - I I I I U.S. INI LAYOUT OWNER : Mr. CAROL HELOU (N) 8'-6" WIDE LONG WD PIER, (N) CONC "T" PILE, SEE e 5-3 (N) 4'-0" WIDE x 24'-6" LG WE GANGWAY - (N) 12'-0" WIDE x 20'--0" LG FLOATING DOCK - i EEL GRASS INSPECTION P„Eelgrass within 15' of project ❑ Eelgrass within 15 - 30' of project ❑ No Eplgrass in roject area Signature Inspection Date & Time 2218 CHANNEL ROAD 3600__-____ fl, O N I rI K CI S- 3 O N 2 - CONC PILE DESIGNITION, SEE�TYP 5-3 O I NG (N) F ) SE N 1 PROLONGATION PILE AT DOCK TYP (TOTALAL OF 2) SEE 5-3 OF PROPERTY LINE PROLONGATION OF / + PROPERTY LINE ��� i 20'-0" 9 _0 I PIERHEAD LINE 7 _0" ,� NEWPORT BAY LOT ORP" LOCK JOB ADDRESS :2218 CHANNEL ROAD CONTRACTOR: SHE837 hllN DATE NEWPORT BEACH, , 92661 837 WEST , 9262 t COSTA MESA, CA 92627 02/15/11 VICINITY MAP N.T.s. NEWPORT BAY, CALIFORNIA (N) WOOD GANGWAY, SEE T.O. PILE ELEV-+1300' .'L W, TYP TWO FEET LONG TRANSITION PLATE OPTIONAL (N) FLOATNG DOCK (E) DREDGE ELEV --6 5'+ MLLW. CURRENT/(F) DREDGE LINE -7 CONC PILE, SEE DETAILO 11P - %1 NORTH (N) FROSTED TEMPERED GLASS GUARDRAIL (N) WOOD PIER (E) ORFOGF FLEV _,TGF O (E) COPING ELEV =+1104'3 MLLW. (E) SEAWALL COPING \ I \ I (E) SEAWAIL COPING (E) SEAWALLL '1 PANEL TYP ` Iy (E) DREDGE ELEV 'Il -4.00'} -M. LL W G:I I'' I L:I CONC PILE, SEE DETAIL O Qi NU. IT oeslcNmaN,see SOUNDINGS ARE EXPECTED IN DOCK PLAN TYP FEET AND DENOTE ELEVATIONS DOCK, PILING, PIER & GANGWAY ELEVATION N.T.S. BASED ON MEAN LOWER LOW WATER. OWNER : Mr. CAROL HELOU LOT BLOCK JOB ADDRESS :2218 CHANNEL ROAD CONTRACTOR: SHELLMAKER, INC. DATE : NEWPORT BEACH, CA 92661 837 WEST 17th STREET 02/15/11 COSTA MESA, CA 92627 E. r��0U00 0-IKtA4f0 1 -lift AT I IUI.O.VWG.n..IC NA' .4 uv rEtuC ri[ Ihid50,8�nrl.l. 1111101 ssAmmn cI' filul ll.. .11.9c ... Ani,, a ♦.nt .NEp wrx(I:E.u.N. RtlM... n.4 .u.:.� IALI-l" At E ....c: uri`ll rll L.If',:. 11 Ill. xtil.�...A.f, s.Eu.A.s. , �;s`ca•�c eox:'.`.ter �n=�`waocs'i�.w,-prinr"'�.`._ ` «.4....7,. PARCEL MAP N0.2009-144 NiiECIIY OFNEWFOni9GCH. C'OIINfTOFOR„IrGF. SIA CFCc18Oi1:IP , .K �.+� ' 1 I EtN4 AEUtlpVOUYUfYMC41AS6FOHNONERtl R <.IE - A!C[Alf ' vwa.:.0 - me xn . . o. anctu Ecazos. n111C.- L CATHERINE ACNNN JOHNa ABILI.'THERINE A. OE. I,$. 1. 19 1 "all nECEMBER, EUI. UNJARY, 20111 AURCN 1011 FIf" 7'" -''`if 17� ut0ic, / NORTH AME10I _ E. r��0U00 0-IKtA4f0 1 -lift AT I IUI.O.VWG.n..IC NA' .4 uv rEtuC ri[ Ihid50,8�nrl.l. 1111101 ssAmmn cI' filul ll.. .11.9c ... Ani,, a ♦.nt .NEp wrx(I:E.u.N. RtlM... n.4 .u.:.� IALI-l" At E ....c: uri`ll rll L.If',:. 11 Ill. xtil.�...A.f, s.Eu.A.s. , �;s`ca•�c eox:'.`.ter �n=�`waocs'i�.w,-prinr"'�.`._ ` «.4....7,. 11R:µ1 I Is ,FcIFl aJ� ,A ifl-1 1.11FNtme p n. n �A: w wew:.::a L.. ' Al -. H c r 01 F It M s5p 1Ue "I c A./ :,vr 1' . sJIUn: s..: ",411,...., ..1....,:. (1C , ,m.:.. .:.� _, ... ern :.a E. r��0U00 0-IKtA4f0 1 -lift AT I IUI.O.VWG.n..IC NA' .4 uv rEtuC ri[ Ihid50,8�nrl.l. 1111101 ssAmmn cI' filul ll.. .11.9c ... Ani,, a ♦.nt .NEp wrx(I:E.u.N. RtlM... n.4 .u.:.� IALI-l" At E ....c: uri`ll rll L.If',:. 11 Ill. xtil.�...A.f, s.Eu.A.s. , �;s`ca•�c eox:'.`.ter �n=�`waocs'i�.w,-prinr"'�.`._ ` «.4....7,. 1— Is PARCEL MAP NO. 2009-144 SCAE V 32 65 S 66 UNETAKE ---------------- PAR FL E IM 00 Few "W is W sit V CEL 2 0 1010 all � 1 Ewa T".09 Eelgrass Survey Reporting Form City of Newport Beach Eelgrass (Zostera marina) Survey Reporting Form Survey Dates: 30 July and 26 August, 2010 Prepared by: Coastal Resources Management, Inc. PMB 327, 3334 East Coast Highway Corona del Mar, CA 92625 Contact: Rick Ware, Senior Marine Biologist (949) 412-9446 Prepared for: Mr. John Abell 2222 Channel Road Newport Beach, CA 92660 This form is required to be submitted for any surveys conducted for the eelgrass, Zostera marina, that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers and the Coastal Commission. The form has been designed to assist in identifying eelgrass while ensuring that the required information is consistently documented. Surveys required to be conducted for this species are subject to modification through publication of revisions to the eelgrass survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, contact: Robert Hoffman, National Marine Fisheries Service, 562-980-4043, or William Paznokas, California Department of Fish & Game, 858-467-4218. Survey Date: 30 July and 26 August, 2010 Site Name: (common reference) 2218 and 2222 Channel Road, Newport Beach, California on the Balboa Peninsula. See Figures 1, 2, and 3. Rick Ware, Senior Marine Biologist, Survey Contact: (name, phone, e-mail) Coastal Resources Management, Inc. (949) 412-9446, rware.crmna,earthlink.net Lisa Miller, Shellmaker, Inc. Shellmaker(a� sbcelobal. net Permit Reference: (ACOE Permit No., In progress CCC Permit No. Hydrographic System: (bay, estuary, Newport Harbor lagoon, or harbor Specific Location: (UTM, Lat./Long., 330 35.89'N, 1170 52.95' W. datum, accuracy level, attach electronic survey area map if possible) NAD 83. Accuracy within 1 meter. See accompanying figures of locations. Was Eelgrass Detected: Yes. Eelgrass was found at this site. XXXX EELGRASS WITHIN 15' OF PROJECT * No, Eelgrass was not found at this site. Description of Permitted Work: The properly owners subdivided the existing (describe briefly the work to be conducted lot into a 36 ft -wide lot at 2218 Channel at the site under the permits identified Road (Carol Helou, property owner), and a above) 35 ft -wide lot at 2222 Channel Road (John Abell, property owner). A new home will be constructed on each lot, and each property will have new dock system in front of the residence. The dock systems are being designed by William Simpson and Associates, hie. Shellmaker Inc. is the project contractor. The dimensions of the existing dock system components at 2222 Channel Road and the new dock system components at 2218 and 2222 Channel Road are summarized in Table 1. Plan views of the existing and proposed dock systems are shown in Figures 4 and 5. The project applicant has integrated state - of -the art Best Management Practices (BMPs) in the construction of the docks to avoid and limit potential impacts to eelgrass. For each platform type that has a potential to shade the bayfloor (pier, gangway, and floating dock) grated panels will be used as decking to allow for light to pass through the structures, reducing shading impacts, and providing light for eelgrass to grow beneath the grated structures. The pier, gangway and the floating dock will be paneled with Globalgrid fiberglass mini -mesh grating, is 1-1/4" thick, fire retardant, colored light gray, and covered with extra fine grit. The material is UV retardant. The grating is manufactured by FRP Resource LLC, Arcadia, CA 91006. A single concrete "T" piling will support each pier, while each dock will have two, 12 -inch square concrete guide piles. Description of Site: Depth range: -0.5 to -12 ft MLLW based on Corona (describe the physical and del Mar Newport Entrance Channel Tide biological conditions within Station the survey area at the time of the survey and provide insight into variability, if known. Please provide units for all numerical information). Substrate type: fine sand to silt Temperature: Water temperatures as measured by underwater data loggers over 24-hour periods for 20 days were extremely cool for summer periods and averaged 63.8 "F at a depth of 0.3 meter below the surface ranging between 55 OF and 68.1 OF (n=5,210, five-mimrte replicates). Mean bottom water temperature at a depth of -5 ft MLLW averaged 6I.9, ranging between 53.8 "F and 67.7 °F (n=5,456). Normal summer water temperatures vary from approximately 66-70 degrees F. Salinity: Harbor Range: 25-33 ppt Dominant Eelgrass (Zostera marina) was present flora: within the project area boundaries, totaling totaled 3,858 square feet (sq ft), or 0.089 acres. Eelgrass depth limits vaned from -2.0 to -12 feet Mean Lower Low Water, and extended from the shallow habitat near the bulkhead to the slope of the main channel. Eelgrass was not found beneath the pier or the gangway of 2222 Channel Road, although it did extend beneath the pier and gangway of the dock immediately south of the 2222 Channel Road property. Giant kelp (Macrocystis pyrifera) formed a dense and continuous canopy along the bulkhead, on dock pilings around the dock, and other structures along this portion of the Harbor Entrance Channel. Kelp canopy extended approximately 5 to 10 ft from the bulkhead, and within 5 feet of the dock perimeter. Its abundance during the 2010 survey is partially accounted for by the very cool summer water temperatures, as observed during this survey and its overstory canopy was observed to shade the bayfloor in the vicinity of eelgrass patches and beds. By March 2011, however, the kelp canopy had all but disappeared (Rick Ware, pers. obs., 12 March, 2011). Dominant Macro-invertebrates observed during the fauna: dive survey included the spiny sand star (Astropecten armatus), octopus (Octopus bimaculatus) the tube-dwelling anemone (Pachycerianthus fimbriatus), the California golden gorgoman (Muricea californica), striped sea slug (Navanax inermis), California spiny lobster Panuhrus interru tus), kellet's whelk (Kelletia kelletti), gaper clam (Tresus nuttallit), and the ornate tube worm Diopatra ornata. Fishes observed included mullet (Mugil cephalus), topsmelt (Atherinops aff:nis), senorita (Halichoeres semicinctus), California garibaldi (Hypsypops rubicundus), black perch (Tmbiotoca jacksoni), shiner perch (Cymatogaster aggregata), kelp bass (Paralabrax clathrates), barred sand bass (P. nebulifer), unidentified turbot (Pleuronichthys sp.), and round sting ray Urolo hus halleri). Exotic Sargassum muticum; 7_oobotryon species verticillatum encountered: Other site None description notes: Description of Survey Survey date July 30 , and August 26h, 2010 Effort: (please describe and time the surveys conducted period: including type of survey (SCUBA, remote video, etc.) and survey methods employed, date of work, and survey density (estimated percentage of the bottom actually viewed). Describe any limitations encountered during the survey efforts. Horizontal Range of visibility 5 to 20 ft visibility in water: Survey type The survey area is shown in Figure 6. and The survey area was 25 meter wide by 29 methods: meter long. A total of ten, 29 meter long transects were swam perpendicular to the shoreline at distances of 3 meters apart between the bulkhead and 10 meters past the end of the existing dock structure. Of the 6,994 sq ft of bottom habitat within the Area of Potential Effect (APE), 100% of the bottom habitat was covered during the subtidal survey due to the excellent underwater visibility during the survey (up to 20 ft). Eelgrass (Zostera marina) was present within the project area boundaries, totaling totaled 3,858 square feet (sq ft), or 0.089 acres. Eelgrass tunon counts were made within all of the vegetation surrounding the 2222 Channel Road dock. Counts within eighteen, 0.07 sq meter replicates counts were recorded. Mean turion density within the project area was 105.9 +/19.6 turions per square meter. Bottom type, common marine life, and the presence or absence of Caulerpa taxifolia and Zostera marina was noted. Depths were standardized to Mean Lower Low Water (MLLW) based upon time of observation and tidal corrections for the Corona del Mar/Newport Bay Entrance Channel NOAA tide station. Where eelgrass was located, divers buoyed the location and continued the reconnaissance survey. Once the reconnaissance survey was completed, GPS (Global Positioning System) technology and a Thales Mobile Mapper GPS/GIS Unit were used to map eelgrass areas. A biologist in a kayak equipped with the GPS followed a SCUBA -diving 7 mark the perimeter of the eelgrass vegetation. Small patches that were too small for mapping were recorded as point values and an estimated size of the patch was determined by the diver. The estimated GPS error of the Thales Mobile Mapper unit with post -processing correction was approximately 1 meter. GPS data were initially entered into the Mobile Mapper Software and then transferred into GPS TRACKER and ARCVIEW GIS software. The amount of eelgrass habitat in the survey area was calculated using ARVIEW 9.3 and Mobile Mapper Software, and distances from the eelgrass vegetation to the existing docks and the bulkhead was were calculated to assist in determining potential project impacts on eelgrass bed resources. Survey Rick Ware, Senior Marine Biologist and personnel: Tom Gerlinger, Marine Biologist, CRM Survey A total of 25 underwater transects density: (averaging 122 ft long) were swam between the bulkhead and out past the dock line. These transects were spaced approximately 3 meters apart during the recon survey. From this recon survey, the eelgrass bed perimeters were mapped and eelgrass turion densities counted. 100% of the bottom habitat was surveyed during the field investigation. Survey None. Limitations: 7 Other Information: (use See attached project figures. this space to provide any additional information or references to attached materials such as maps, 9 Figure 2. Existing Dock Structure and Survey Area\ Figure 3. Photograph of Existing Dock at 2222 Channel Road 10 Table 1. Components of Existing and Proaosed Dock System Component Existing 2222 Proposed 2218 Proposed 2222 Channel Road Channel Road Channel Road Pier 20' x 5' wood pier 20' x 8' 6" wood 20' x 8" wood frame frame Globalgrid Globalgrid fiberglass mini - fiberglass mini- mesh grating, is 1 - mesh grating, is 1- 1/4" thick, fire 1/4" thick, fire retardant, colored retardant, colored light gray, and light gray, and covered with extra covered with extra fine grit fine grit Gangway 24' x 4' wood pier 4' x 24'6"wood 4' x 24' wood frame frame Globalgrid Globalgrid fiberglass mini - fiberglass mini- mesh grating, is 1 - mesh grating, is 1- 1/4" thick, fire 1/4" thick, fire retardant, colored retardant, colored light gray, and light gray, and covered with extra covered with extra fine grit fine grit Floating Dock 20' x 12' wood dock 20'x 12" wood 20' x 12' wood Globalgrid Globalgnd fiberglass mini- fiberglass mini - mesh grating, is 1- mesh grating, is 1- 1/4" thick, fire 1/4" thick, fire retardant, colored retardant, colored light gray, and light gray, and covered with extra covered with extra fine grit' wood fine grit Piling for Pier 16" sq pile (base) t6" sq concrete 16" sq concrete T8" wide (top) (base) (base) T8" wide concrete T8- wide concrete (top) (top) Pilings for Dock Two, 12" sq concrete Two, 12" sq concrete Two, 12" sq concrete piles piles piles 11 CITY OF NEWPORT BEACH PROJZCIr SITZ � a Y u ,ffJ IMppvtll rN.rs.:r. VICINITY YAP_ NEWPORT BAY. CALIFORNIA 0 !2111 U.S BULKHEAD LINE CRARML ROAD _ 5'00 36.00 —_— (N)WNwE.9o• LW FLfl Bf_Gn1WN9 r (n�69Nc T 5-3 nl i O (N W-P' I WXE 24--6- W WI1 CANOWAY — I \ 1 (N) 12'-W . ME. 2V.01 LC rL6nnv0 oocx Q p gone 6E o€swnoN, 1 1 _ I SEE Y ttp I MIT 1 Dom TW (T9EAL OF 2) SFE Y 1 PR[1A "7m Cf' PROPfR �.- PR0.0NCATON OF PRGPERtt.LN1E � I i16 D 8.—Q 1. S. PIERHeAD LINEAw NO LAYOUT NEWPORT BAY N"" OWNFR : Mr. CAROL HELOU LOT IDWCK JOB ADDRESS :221@ CHANNEL ROAD CON837 MST 17th STREET TRACTOR SHELLMAKER, INC. DATE NEWPORT BEACH, CA 92661 COSTA MESA, CA 92627 02/16/11 Figure 4a, 2218 Channel Road Dock, Plan View 12 CITY OF NEWPORT BEACH PIGJACT ��` ' ^ NRre. r VICINITY YAP NEWPORT BAY, CALIFORNIA Hamm 8:331"rxwl�mrum mrYaoo vu msv 1 (Nt M[OJ GYlCISY. 3C � P rnC AEWrI3m' YiIY tw .�1MYIll \ MH WMMN 11W19IIW \ �.. f' I �raR"Im�;j 1�1 omx '-art ¢Ixw� (°l (J ownM*K[I fML NIF. 4E YE1Y'.1-111'I (GIL NlL BE. CEiMI-_-1 SOUNDINGS ARE EXPECTED IN FEET AND DENOTE ELEVATIONS DOCK, PILING, PER • GANGWAY I:LEVATNOK N.T.a BASED ON MEAN LOWER LOW WATER. OWNER a Mr. -CAROL HELOU LOT JOB ADDRESS :2218 CHANNEL ROAD _ _ _ _ CONTRACTOR: SHELLMAITI INC, WEST 17th STRCCT _LACK DATE NEWPORT BEACH, CA 92661 -837 COSTA MESA, CA 92,627 02�18�1t Figure 4b. 2218 Channel Road Dock. Cross -Section 13 CITY OF NEWPORT BEACH PAOAC_T. '. YRE t 4. e 1 rm. VICINITY YAP rv.rs. NEWPORT BAY, CALIFORNIA ON 2222 CHANNEL ROAD I75 aP � e�pn0 _ N 4"QB 9 ,� (N) N S. WOE. 20' ' "0 WG P". = ° I _ I U,S. BULKHEAD LINE (n1 oonc 1 6'-6' 4 i _o PI,F,ONG T s (N1 11•2s'-v LO WO GANGWAY- - rc 1 S:a q I 1 E O` I N (N)20' WOE-0" EC _ ILOARNOOOgf MCPIIS UE9IGNTIXI, 1 1 SEE yeiTP 1 _ [1 p I 8i} APOY OF PRO OF PROPQiTV (N) 12" S0 C011C N 1 1 EINE AT2f (TO OP.RW V 1 1 I (TOTAL Of R) 9!E 5 a I I E PRIXANOAMM PROPEAtt 4HE � 2D=�10iii l I 5 o U.S.. PIERHEAD LINE L N• rk IMI LAYOUT NEWPORT BAY., OWNER : Mr- JOHN ABELL ILOT - -- LOCK JOB ADDRESS :2222 CHANNEL ROAD CONTRACTOR: SIIELLMAKER. INC. 637 WEST 17kN STREET DATE NEWPORT BEACH, CA 92661 COSTA MESA. CA 92627 02/15/11 Figure 5a. 2222 Channel Road Dock Plan View 14 CITY OF NEWPORT BEACH PROJECT. - 'BITE.... .+ tl F i r+oanH wuw a VICINITY MAP NEWPORT BAY. CALIFORNIA wvm p) wwo GYIkHY ak ([I ¢www UN I[P11tllY w'if �/��{y Fri on. \\ <Sk IAGL51.\ :�[:OG3 A44. li{ I (p:l 11;]1 W a1P®1l/ifl msn¢ ux WIG %IG 8Y OE?.Ke M WHi NEE 4£ tEiMLe O QwQ�osu SOUNDINGS ARE EXPECTED iN FEET .ANO GENOTE EON DOCK. PILIft PER 8 GANGWAY ELEVATION N.T,9, BASED ON MEAN LOWER LOWW LOWS WATER. OWNER f Mr. JOHN ABELL ILOT LOCK JOB ADDRESS CHANNEL ROAD CONTRACTOR: SHELLMAKEjR INC. DATE ; .2222 NEWPORT BEACH, CA 92661 837 WEST 17th STREET 02/15/11 COSTA MESA, CA 92627 Figure 5b. 2222 Channel Road Dock Cross Section 15 2222 and 2218 Channel Road Dock Project. Position of New Docks and Eelgrass H ahitat 2222 2218 Grated Pier and Gangway Eelgrass Patches e \ � e e Grated Pier and Go gway Eelgrass e Eelgrass - Grated Dock Platforms 1050 10 20 ®Feet t R_ls�ce Scal_�1:332 C=dinet=_Syst_mD.N%.Lt �93391aL�Plen=_CalidrASVI FIP9 MAP.Fe-1 P. Lnl aCo t. N 1983lCmla mBlba 1eS6 F.k. .timl e.athn F.Fatse 1,e,*.91dM tlrlwldl -11C.250O T Cek ee�mairr:miUW 4. 32.75 e.n P.r.11A 3z.T832 d 2 2 338e7o UtKudrtl Ka Igl tai F Ol 011gln 32.1MT llnds: Frot IIS Figure 6. 16 Caulerpa taxifolia Survey Reporting Form 2218 and 2222 Channel Road, Newport Beach, CA Survey Dates: 30 July and 26 August, 2010 Prepared by: Coastal Resources Management, Inc. PMB 327, 3334 East Coast Highway Corona del Mar, CA 92626 Contact: Rick Ware, Senior Marine Biologist (949) 412-9446 Prepared for: Mr. John Abell 2222 Channel Road Newport Beach, CA 92660 July 191h, 2011 I This form is required to be submitted for any surveys conducted for the invasive exotic alga Caulerpa taxifolia that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers or Regional Water Quality Control Boards (Regions 8 & 9). The form has been designed to assist in controlling the costs of reporting while ensuring that the required information necessary to identify and control any potential impacts of the authorized actions on the spread of Caulerpa. Surveys required to be conducted for this species are subject to modification through publication of revisions to the Caulerpa survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). Coastal Resources Management, Inc. PMB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cnu@earthlink.net Report Date: July 19'h, 2011 Name of bay, estuary, Newport Bay lagoon, or harbor: Specific Location Name: Newport Harbor Entrance Channel, in front of 2218 and 2222 Channel Road, on the Balboa Peninsula. See Figures 1, 2, and 3. Site Coordinates: 33-35.89'N, 117-52.95'W. (UTM, Lat./Long., datum, accuracy level, and an NAD 83. Accuracy within 1 meter. See accompanying figures of electronic survey area map locations. or hard copy of the map must be included). Survey Contact: (name, Rick Ware, Senior Marine Biologist, Coastal Resources Management, phone, e-mail) Inc. (949) 412-9446, rware.crm(2earthlink.not Lisa Miller, Shellmaker, Inc. Shelimaker@sbcglobal.net Personnel Conducting The survey was conducted by Mr. Rick Ware (certified Caulerpa Survey (if other than Surveyor) and Tom Gerlinger (Skipper/Technician) of Coastal above): name, phone, Resources Management, Inc. email Permit Reference: None: Application process in progress (ACOE Permit No., RWQCB Order or Cert. No.) Ls this the first or second First survey for this project? Was Caulerpa Detected?: No (if Caulerpa is found, please immediately contact NOAA Fisheries or CDFG personnel identified above) Coastal Resources Management, Inc. PNM 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cnn@earthlink.net Description of Permitted The property owners subdivided the existing lot into a 36 ft -wide lot at Work: (describe briefly the 2218 Channel Road (Carol Helou, property owner), and a 35 ft -wide lot work to be conducted at the at 2222 Channel Road (John Abell, property owner). A new home will site under the permits be constructed on each lot, and each property will have new dock system identified above) in front of the residence. The dock systems are being designed by William Simpson and Associates, Inc. Shellmaker Inc. is the project contractor. The dimensions of the existing dock system components at 2222 Channel Road and the new dock system components at 2218 and 2222 Channel Road are summarized in Table L Plan views of the existing and proposed dock systems are shown in Figures 4 and 5. The project applicant has integrated state -of -the art Best Management Practices (BMPs) in the construction of the docks to avoid and limit potential impacts to eelgrass. For each platform type that has a potential to shade the bayfloor (pier, gangway, and floating dock) grated panels will be used as decking to allow for light to pass through the structures, reducing shading impacts, and providing light for eelgrass to grow beneath the grated structures. The pier, gangway and the floating dock will be paneled with Globalgrid fiberglass mini -mesh grating, is 1-1/4" thick, fire retardant, colored light gray, and covered with extra fine grit. The material is UV retardant. The grating is manufactured by FRP Resource LLC, Arcadia, CA 91006. A single concrete "T" piling will support each pier, while each dock will have two, 12 -inch square concrete guide piles. Depth range: -0.5 to -12 ft MLLW based on Corona del Mar Description of Site: Newport Entrance Channel Tide Station (describe the physical and Substrate type: fine sand to silt Temperature: Water temperatures as measured by underwater data biological conditions within the survey area at the time of loggers over 24-hour periods for 20 days were the survey and provide extremely cool for summer periods and averaged insight into variability, if 63.8 "F at a depth of 0.3 meter below the surface known. Please provide units ranging between 55 "F and 68.1 °F (n=5,210, five - for all numerical information). minute replicates). Mean bottom water temperature at a depth of -5 ft MLLW averaged 61.9, ranging between 53.8 T and 67.7 "F (n=5,456). Normal summer water temperatures vary from approximatelv 66-70 degrees F. Salinity: 25-33 ppt Dominantflora: Eelgrass (Zosters marina) was present within the project area boundaries, totaling totaled 3,858 square feet (sq ft), or 0.089 acres. Eelgrass depth limits varied from -2.0 to -12 feet Mean Lower Low Water, and extended from the shallow habitat near the bulkhead to the slope of the main channel. Eelgrass was not found beneath the pier or the Coastal Resources Management, Inc. PMB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm@earthlink.net gangway of 2222 Channel Road, although it did extend beneath the pier and gangway of the dock immediately south of the 2222 Channel Road property. Giant kelp (Macrocystis pyrifera) formed a dense and continuous canopy along the bulkhead, on dock pilings around the dock, and other structures along this portion of the Harbor Entrance Channel. Kelp canopy extended approximately 5 to 10 ft from the bulkhead, and within 5 feet of the dock perimeter. Its abundance during the 2010 survey is partially accounted for by the very cool summer water temperatures, as observed during this survey and its overstory canopy was observed to shade the bayfloor in the vicinity of eelgrass patches and beds. By March 2011, however, the kelp canopy had all but disappeared (Rick Ware, pers. obs., 12 March, 2011). Dominant fauna: Macro -invertebrates observed during the dive survey included the spiny sand star (Astropecten armatus), octopus (Octopus bimaculatus) the tube - dwelling anemone (Pachycerianthus fimbriatus), the California golden gorgonian (Muricea californica), striped sea slug (Navanax inermis), California spiny lobster (Panulirus interruptus), kellet's whelk (Kelletia kelleth), gaper clam (Tresus nuttallii), and the ornate tube worm Diopatra ornata. Fishes observed included mullet (Mugu[ cephalus), topsmelt (Atherinops affints), senorita (Halichoeres semicinctus), California garibaldi (Hypsypops rubicundus), black perch (Embiotoca jacksoni), shiner perch (Cyntatogaster aggregata), kelp bass (Paralabrax clathratus), barred sand bass (P. nebulifer), unidentified turbot (Pleuronichthys sp.), and round sting ray Exotic species Sargassum muticum; Zoobotryon verticillatum encountered (including any other Caulerpa Coastal Resources Management, Inc. PNM 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm@eardAink.net Coastal Resources Management, Inc. PMB 327, 3334 F. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm@ear[hlink.net Other site None description notes: Description of Survey Survey date and July 30 , and August 26", 2010 Effort: time period. Description of Survey Horizontal Range of visibility 5 to 20 ft Effort: please describe the visibility in water., Survey type and The survey area is shown in Figure 6. The survey surveys conducted including type of survey (SCUBA, methods: area was 25 meter wide by 29 meter long. A total remote video, etc.) and of ten, 29 meter long transects were swam survey methods employed, perpendicular to the shoreline at distances of 3 date of work, and survey meters apart between the bulkhead and 10 meters density (estimated past the end of the existing dock structure. Of the percentage of the bottom 6,994 sq ft of bottom habitat within the Area of actually viewed. Potential Effect (APE), 100% of the bottom habitat was covered during the subtidal survey due to the excellent underwater visibility during the survey (up to 20 ft). A 20% coverage minimum is required. Bottom type, common marine life, and the presence or absence of Caulerpa taxifolia and Zostera marina was noted. Depths were standardized to Mean Lower Low Water (MLLW) based upon time of observation and tidal corrections for the Corona del Mar/Newport Bay Entrance Channel NOAA tide station. Describe any limitations Survey personnel: Rick Ware, certified Caulerpa surveyor, Ms. and encountered during the Mr. Tom Gerlinger (skipper/technician). survey efforts. Survey density: Ten, 29 -meter long underwater transects spaced 3 meters apart. Survey limitations: No survey limitations. Coastal Resources Management, Inc. PMB 327, 3334 F. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm@ear[hlink.net M Other Information: See attached project figures. (use this space to provide additional information or references to attached maps, reports, etc.) Caulerpa Survey Reporting Form (version 1.2, 10/31/04) Coastal Resources Management, Inc. PMB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm@earitilink.net ���Y �'Y9v Yid•': sp i N k Elm ` l'I 1.. Coastal Resources Management, Inc. PMB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949,) 412-9446 (949) 675-2970 (fax) email: rware.erm@earthlink.net Figure 3. Photograph of Existing Dock at 2222 Channel Road Coastal Resources Management, Inc. PMB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cnn@earthlink.net Tnhle I- Comnonents of Existing and Promised Dock $vstern Component Existing 2222 Proposed 2218 Proposed 2222 Channel Road Channel Road Channel Road Pier 20' x 5' wood pier 20' x 8' 6" wood 20'x 8" wood frame frame Globalgrid Globalgrid fiberglass mini - fiberglass mini- mesh grating, is 1 - mesh grating, is 1- 1/4" thick, fire 1/4" thick, fire retardant, colored retardant, colored light gray, and light gray, and covered with extra covered with extra fine grit fine grit Gangway 24' x 4' wood pier 4' x 24'6"wood 4' x 24' wood frame frame Globalgrid Globalgrid fiberglass mini - fiberglass mini- mesh grating, is 1 - mesh grating, is 1- 1/4" thick, fire 1/4" thick, fire retardant, colored retardant, colored light gray, and light gray, and covered with extra covered with extra fine grit fine Ot Floating Dock 20'x 12' wood dock 20'x 12" wood 20' x 12' wood Globalgrid Globalgrid fiberglass mini- fiberglass mini - mesh grating, is 1- mesh grating, is 1- 1/4" thick, fire 1/4" thick, fire retardant, colored retardant, colored light gray, and light gray, and covered with extra covered with extra fine grit' wood fine grit Piling for Pier 16" sq pile (base) 16" sq concrete 16" sq concrete 7'8" wide (top) (base) (base) TS" wide concrete T8" wide concrete (top) (top) Pilings for Dock Two, 12" sq concrete Two, 12" sq concrete Two, 12" sq concrete I Pilespiles Piles Coastal Resources Management, Inc. PNM 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cnn@carthlink.net 10 CITY OF NEWPORT BEACH PROJECT. SITE fi t � � i f l VICINITY MAP NEWPORT BAY, CALIFORNIA 9418 U.S BULKHEAD LINE CHANNEL ROAD — aa4 n lavasr„ -1 LORG M PFR SFE _.L.__ 8• 6' &S IN GGNe "T• G I j51_ou L] N WgF�R N9 CRNGWAYWpY- f I j I T woe:xo=R'LO I w RCAMG [IOIX I 0 — '9 1 C c POE OE9 `Ow, 0 �R 0 i Pni'nr DOM Rrn I N Y (TOTAL OF Z) SFE 5-3 PRwoxcnna+ OF PROPERTY 1111E U: S. PNOLQVGTIOx CF PRWMW Ose - 2D D I 9'-0 PIERHEAD LINE 7 D OR LAYOUT NEWPORT BAY OWNER : Mr. CAROL HELOU I LOT - .LOCK JOB ADDRESS :221@ CHANNEL ROAD CONTRACTOR: SHELLMAKER, INC. 837 WEST 17th STREET _ DATE NEWPORT BEACH, CA 92661 COSTA MESA, CA 92627 02/15/11 Figure 4a, 2218 Channel Road Dock, Plan View Coastal Resources Management, Inc. PME 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.erm@earthlink.net 11 CITY OF NEWPORT BEACH PROJEC7 `. •� wig I •dJ t VICINITY IAAP _ N.T.% NEWPORT BAY, CALIFORNIA mxm n�wn4 rzxvo® a!Xmrb— X Mlx4mv.X owx4 uEv -iib1'( WI n904 CWCXXY4[ iY NIF Y_EN.NSOY _xA.LM.'IR •.mg _- � � - �\ \ \ OIA2 mM�ILL1XM'LIXM � (XI M1WM'4 W411 (� fi,�a,reJf;1 v oXvoa aEv ae4 uE �nmpcc :, Et [UiC NLL'. SE CEiNLe M MG PoE SF CfiHe O Q•�.---� SOUNDINGS ARE EXPECTED IN PEEL AND DENOTE ELEVATIONS D DOC K. PIWIQ PIER A QANOWAY FAFVATi4N N.T.& BASED MEAN LOWER LOW WATER. OWNER : Mr. CAROL HELOU LOT VILOOK _ JOB ADDRESS :2218 CHANNEL ROAD CONTRACTOR: SHELLMAKER.INC' 837 WEST 17th STREET DATE NEWPORT BEACH, CA 82661 COSTA MESA. CA 92627 02/15/11 Figure 4b. 2218 Channel Road Dock. Cross -Section Coastal Resources Management, Inc. YMB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm@earthlink.net 12 CITY OF NEWPORT BEACH * PROJECT ~ ✓�. A WTZ S „m VICINITY MAP N.T.s:�M' NEWPORT BAY, CALIFORNIA D, 4442 CHANNEL ROAD A _ Y 35 99 36 00 Nll1Ew2D'-' PE"' M ° I I U.S. BULKHEAD LINE -4J INE - (N) (N) PRE. RE T O ND LfJ:DNAY...,�.�_ j Sn3 O M) 12'-0 I N ME • 20'-0° LO FLOAnNG DPLIt I O R OMC PNE DEEIE "`OA. 1 I SEEeTYP I MTDN or Pri Or PPGPtl!}Y (N) 12' SQ CONC PdE AT O TV Y I 1 I (TOTAL OF Y) SEE y,3 PRCIWOATON Or PROPQITY ONE (JQ•-Dn 1D ^D 1 I 1 U.S: PIERHEAD LINE-� RR 6AYODT NEWPORT DAY.. , OWNER :Mr. JOHN ARELL LOT LOCH JOB ADDRESS :2222 CHANNEL ROAD CONTRACTOR: SHELLMAKER, INC. 837 WEST 97th DATE .NEWPORT BEACH, CA 92661 :STREET COSTA MESA, CA 92627 02/15/11 Figure 5a. 2222 Channel Road Dock Plan View Coastal Resources Management, Inc. PMB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cvn@eardAink.net 13 CITY OF NEWPORT BEACH 81TI d t: i \ p 4, d VICINITY MAP NEWPORT RAY, CALIFORNIA 00 9oro Rfx onxa acv �IJk'i b 1M) N9]I C4VCWY, 4E � �� � T Afl[LE`MI]Wf WLLw., T_P CIMNO _ _ I M2 miNWN INNYIYXI 011 PoG1bY LVR i i t_el oxmct u[v -a .UdCf_ idll-ti.\ iljwana ufv C1 •as Y„w� 1 - 3 p®�4TiAi�f� 01C RlE 3F [Eixle 119 MO NC Sc [EI/xe Q Qi sQ---- �Yocxim SOUNDINGS ARE.E%PECTED IN FEET AND DENOTE ELEVATIONS DOCK, PUN% PMR A GANGWAY ILIYATION n.r,s. BASED ON MEAN (OWER LOW WATER. OWNER t Mr. JOHN ABELL BLOCK JOB ADDRESS : 2222 CHANNEL ROAD CONTRACTOR: SHELLMAKER, INC. DATE NEWPORT BEACH, CA 92661 837 WEST 17th STREET 02/15/11 COSTA MESA, CA 92627 Figure 5b. 2222 Channel Road Dock Cross Section Coastal Resources Management, Inc. PNM 327, 3334 E. Coast IIighway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm(oearthlink.net 14 Coastal Resources Management, Inc. PMB 327, 3334 E. Coast Highway, Corona del Mac CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rwarexnn@earthlink.net HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 644-3034 / Fax (949) 723-0589 Special Conditions August 3, 2011 Property Address: 2218 Channel Road With reference to the plans currently under consideration at the above referenced address to reconfigure or modify the dock system or bulkhead, the following conditions will now be in effect: 1. The project proponent is aware of the Harbor Permit Policies (Council Policy H-1) and Title 17 of the City of Newport Beach Municipal Code. The project proponent understands that the above referenced structure(s) is under the purview of these Policies and Codes. 2. Any future work on the above mentioned structure(s) requires permits with the City of Newport Beach and any other applicable agencies. Painting and work considered to be cosmetic in nature does not require a permit. 3. The conditions set forth in this document pertain to the proposed dock system and/or bulkhead under consideration. Any future modifications or alterations to the dock system and/or bulkhead may require new conditions which may override or change these conditions. These conditions supersede all past conditions associated with this property. 4. Only marine oriented uses are allowed on the pier, pier platform, gangway and float. Patio furniture, plants etc ... are not permitted. 5. In accordance with Municipal Code 10.08.030 A. the project proponent shall obtain the proper permits for equipment and materials storage. "Except as otherwise provided in this section, no person shall use any public street, sidewalk, alley or parkway or other public property for the purpose of storing or displaying any equipment, materials or merchandise, or any other commercial purpose. B. Public streets, sidewalks, alleys, or parkways may be used for the purpose of selling, storing, or displaying any equipment, material, merchandise or for other commercial purposes in the following cases: ... For the temporary storage of construction equipment or material provided a permit is issued pursuant to Chapter 12.62 of this Code and the storage is consistent with provisions of the Uniform Building Code." 6. The project shall be implemented in conformance with the Local Coastal Program - Coastal Land Use Plan. Page 1 of 2 7. In accordance with Municipal Code 10.28.040 the following noise regulations apply: "A. Weekdays and Saturdays. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any weekday except between the hours of seven a.m. and six -thirty p.m., nor on any Saturday except between the hours of eight a.m. and six p.m. B. Sundays and Holidays. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any Sunday or any federal holiday:" 8. Your side property lines extend in the water along their same bearing. Vessels shall not encroach upon the neighbor's property on either side. 9. Vessels may not extend beyond the end of the fingers by more than the width of its beam. 10. The maximum beam of a vessel that is permitted to side -tie to the northernmost side of the float is 9'. 11. The maximum beam of a vessel that is permitted to side -tie to the southernmost side of the float is 7' Lisa Walters, Harbor Resources Applicant Signature MET Print Name Date Joint Pier Applicant Signature (if applicable) Print Name Date Page 2 of 2 Please print 3 copies Worksheet for Building Combo Permit Application City of Newport Beach - Building Departmegtf A Fkho% R ftp, ('Building r Grading r -Drainage F_ Elec F' 7. Project Address (Not mailing address) Tenant Name(if Applicable) # Units (if Residential) F 2. Description of Work ---- _ Use TOTAL BLDG SF -(_, New f -Add (- Alter ;Demo _._. Cu Yd Cut 11 ... CL�`f TOTAL GARAGE SF F Cu Yd Fill Chur4 Annrnnriofu Rnv fnr Annlirnnf F 3. Owner's Name Last I.1 t (�; First" x r f Owner's Address Owner's E-mail Address Ext Buildin9SF— Demo Building SF : Add/Reconstruct Bldg SF Valuation $ / Extg Gar sf ��__-_----I Demo Garage sf Add/Reconstruct Garage sf City State I V�; _ # Stories - (�� E �! TOTAL BLDG SF -(_, New f -Add (- Alter ;Demo _._. Cu Yd Cut 11 ... CL�`f TOTAL GARAGE SF F Cu Yd Fill Chur4 Annrnnriofu Rnv fnr Annlirnnf F 3. Owner's Name Last I.1 t (�; First" x r f Owner's Address Owner's E-mail Address C.,3.._I € yl t is t i'i {'= t Cit State.. Zip r)) 1 )_�a Telephone 7 , J7 4. Architect/Designer's Name Last First F Lic. No. Architect/Designer's Address Architect/Designer's E-mail Address City State I V�; .... Zip (--� Telephoned, 5. Engineer's Name Last w f -t y. 6r _i First (t Lic No. { z Engineer's Address Engineer's E-mail Address ri1 C,icez.}<e. City �_ t.,+_._.�-! s-, _ = p ,, `( State ' Zip �� s (A LJ Telephone C,/- ,45-20 k 5- 3729 (6. Contractor's Name Last�m First Lic. No. Class; Contractor's Address Contractor's E-mail Address City State � ._... Zip � ..,... L 3 Z ho r) f. ...._ _.__ _.. . — PERivliPT70. %' Il� �. RE C 0 04 OFFICE USE ONLY ENERGY P/C FEE $ GRADING PIC FEE $ 'FIRE P/C FEE $ PLAN CHECK NO. 7 t i r; ' _0 I i Rev4/16/09 ELEC/MECH/PLUMP/C FEE $ - PLAN CHECK FEE $ z.4 = .` 0000 co CL 600 it LL e� N'r FA f1s1EC"i � ® N sAOL l a) 0o C6 Z5 aLL { r� o 4 : - BAY 4t a U U)F. a o K N _ Z w a c� :r I mom jL Ll r a o a m �o t, jest - - 092010 &lapQUis1 Portions @2010 N0TtQ { Intel nap._I w 3 VICINITY MAP +T ;0PE OF WORK, Q E_SS /Ch,,\ ;. TO REINFORCE THE EXISTING SEAWALL BY UTILIZING DYWIDAG TIE -BACKS 0 CONNECTING THE EXISTING CONCRETE COPING TO A NEW CONTINUOUS CONCRETE DEADMAN. / s 3812] I EXP. 03/31/2011 TO PROVIDE 3'-6" HIGH TEMPERED GLASS GUARDRAIL AT SEAWALL. * \I P * R F C G\Fj D_ 10 :OE TO THE BIDDERSo 1 y TH0R0i1GHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: a 0 Q 11FY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL w z w ¢ N ;CREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". w o N THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER M #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED EQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH F, MOST STRINGENT CONDITIONS. 00 Q E CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSAl10N R ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE. OF THE 910". m ��'A sr. � Tti yeti s. ROJEGT SITECIO U" n ` n W ...............WITH 7G WD .............. WOOD W ................ WIDE FLANGE W/0 ............ WITHOUT c W.P. ...............WORK POINT W.R. ............. WATER RESISTANT s3 WT ............... WEIGHT W.W.F. ..........WELDED WIRE FABRIC 0 X ................. EXTRA STRONG - XX ............... DOUBLE EXTRA STRONG 5 SYMBOLS :TURAL •0 • CCD .............. AT ort .............. CENTER LINE U $ .......... DIAMETER OVE ........... PLATE OR PROPERTY LINE ............. STEP IN FOOTING ��'A sr. � Tti yeti s. ROJEGT SITECIO U" n ` n ■ i- M c r %10 fft s3 lu 0 `. a •0 • • uj ort ,a ■ i- r %10 fft cm lu z 00 uj ort - (! a f CC uJ ` c Lu •