Loading...
HomeMy WebLinkAboutM2013-0009Water Boards Santa Ana Regional Water Quality Control Board Por- 0 September 24, 2012 e-1 civ Lisa E. Miller be -11 Shellrnaker Inc. 837 West 171h Street Costa Mesa, CA 92627 �,.-e..,+.�ya i'IrcI�ML•e�•. eHo,.,e,•.Iw \� M•�e�cw Nuov�arez - ``�- LCCIILr_gltx IOk l,lvl„JNMCHf4, ,'hG ee,.,,,,r, 42-00 � 2-01/ CLEAN WATER ACT SECTION 401 WATER QUALITY STAN ARDS CERTIFICATION FOR THE ABELL AND HELOU PIER PROJ CT, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALIFORNIA (A OE REFERENCE NO. NOT AVAILABLE) (SARWQCB PROJECT NO. 302012-25). Dear Ms_ Miller: On Juste 26, 2012, we received an application for Clears Water Acct Section 401 Water Quality Standards Certification ("Certification") from She#!maker lInc, on behatf of Mr. John Abell and Mr. Carol Helou (Applicants) for dock constructions projects at 2218 and 2222 Channel Road within the City of Newport Beach. This letter responds to your request for certification that the proposed project, described in your application, will comply with State water quality standardo outlined in the Water Quality Control Plan for the Santa Ana River Basin (1995) (Basin Plan) and subsequent Basin Flan amendments: project D scri tion: The project consists pf replacement of an existing pier, gangway and floating dock with two new piers, gangways, and floating docks. The property sere d 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). N� dredging is proposed. The work will take place within Section 22 of Township 6 South, I i ange 10 West, of the U -S. Geological Survey Newport Beach quadrangle map (33° 35. 9'N/ -117° 52.9.5'W). Receiving water_ Lower Newport Bay Fill area: 0.0112 acre of permanent impact to rr�ai•ine environment, 0.0703 acre of temporary impact to murine environment l i allf.rLE H. ULSMCK. CHAuI I i\t.Rl �J, i3Et'tiaidE;LCy, I.x Lf;UTIVE ,lI :16ER1 - 3717 Mall' S:.. 500. F11'19(Wda. CA 9?041 www:wa,l.rbaardz.r,.,.pQv:asr.�gna - risrr.ratrarsr.:. - Z abed `• w:QL E4-I--,aeW ` 9LCgsvq 618 !DUI J9AUWTT8u8 :A8 :.UaE DEPARTMENT OF THE ARMY LOS AN13PLES 41STRICT CORPS OF ENOINEER5 {, P.O. SOX &%21'11 LOS ANGELES, CALIFORNIANG53-432$ REPLY TO An'LN I ION OF March 05, 2013 Regulatory Division Carol Helou ,' 11 148 W. Orange St. For-, �� C� U Covina, CA 91723 Deur Mr. llelou: Reference is made to your request dated June 27, 2012 (File No. SP1. -2012 -00377 -BLP,). Under the provisions of Section 10 of the Rivers and Harbors Act of Mafch 3, 1899 (33 U.S.C. 403), you are hereby authorized to conduct the work described below at 218 Channel Road within the city of Newport Beach, Orange County, California, 92661 (}lease refer to attached figure). Speci fica.11y, and as shown on attached drawing(s)/map(s), you are �uthoriLcd to conduct the following regulated activities: 1) Remove an existing, approximately 4 -foot by 24 -foot gangr�ay, 12 -foot by 20 -foot floating dock, and 5 -foot by 25 -foot pier, that covers approximately 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 apiroxi 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 Pcri-nission (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 bO returned to the Corps of C;ngineers Regulatory Division. In addition, please use the two attached �orms to notify this office as to the dates of commencement (within 10 days prior to the start of con$truction) and completion of the activity (within 10 days following the end of construction). Furthermore, you are hereby advised that the Corps ofEnginecrs h s establis Administrative Appeal Process which is fully described in 33 Code of Federal Reguhed an lations (CFR) Part 331. The complete appeal process is diagrammed in the enclosed Adpendix A. 9/E abed °w:ol CI -L -Jeal f sicso's 6fi6 :oul J@A8WTT8US :A9 �uaS -2 - Please be advised that you can now comment on your experience, with Regulatory Division by accessing the Corps web -based customer survey form at: hltt�;//pert,tawt�.usace.arniy.rryi l/survev.html. Thank you for participating in our regulatory program. lfyou hav�. any questions, please contact Bonnie Rogers a.t 213-452-3372 or vitt e-mail at Bonnie.i:•Rogetjs@usace.army. mi1. I Sincerely, MCGUFFIE,BR MCIAlly siqned by IFFIF.ARiANNF.F,Q97tiV31 SU {7 nN: '-US. o-tIA. r -—.1.A N N E. E.129 7 . au-PKl. au-U}A. cn- CGUFFIE-MANNE.E,xUSua 593150 50I - Uat1u Wj3.<a u�.n n e •ux•uu• FOR Daniel P. Swenson,iD. Env Chief, L.A. & San Oernardino Section North Coast Branch Regulatory Division$ F.nciosure(s) PFRCvtITTE:E ...... DA ,r When the structuress or work authorized by this permit are still in exlistence at. the time the property is transferred, the terms and conditions of this LOP will continUe'to be binding on the: new ownur(s) of the property. To validate the transfer of this permit and the lit�bilities associated with Qomphance with its terms and conditions, have the transferee sign and &Lt below. rRANSFEREX DATE .. SS/V abed `ZO:0L EL-L-UeW ! sG6s8t'9 6tr6 `oUI J8AUWTT8g9 :A9 1UaS 'RAk. St'S'JVR Li', AE Y . ..... ..... AMD v. dRum,. CALIFORNIA COASTAL COMMISSION Page it of 6 -n hate: !Novei bc �i Parmil No. 5-12-177 COASTAL DEVELOPMENT PERMIT L) i. n Noveijib(-kr,I 5, 2012, the G'alifornia Coaytal C01"TIMISSIOn gtomed to John Abell IV & Ccirol Helcu'Coas(ai Development r,(3 . mlit 5-112-17"7, subject'idk)e attached Standarc. Conditions, for development consisting of: Remov! I of tj-,,c� existing dock vijun 5x21 fi, Pier, 4X24 ft. gangway, 12x20 ft. float, and 4 - 12': and c --fa rew, 8,5x2D ft. pier: 4. x 25 ft ganyway, 1 2x2O ri. fluat and one 16 inc;n. 12 ire: h piles. More Specifically dresvibed in the ar)pji: qation tile In the IS within the LC>Ile ill 0?'0[IgCt COLWY i)t'Chaf`-viej Road !`.> ,;;'C; 0, [A"Nall, cf tj-c;.. -�er 29, 20,1 2, Nov' rn i C-'HARLES LESTEt Ly 4' !�-.m"cutivc, Direct -or "Itie, C,(17i.,maf F."'o9fall-I Afi�'-Ilys(/' ACKNOWLEDGMEN-r T VIE! uF.def,1;iqr)i:;d P(fl'[TlJttEIF,� TO aj);de -1( - .., ;[_tea!(''. ',)t this per! '1:[ C0f;(;j!;c).r1S Inf'-fLicif "Ile -J!1001'sighed Pel-Mlttee- acknowledges tha,, (�oveI-jjjIIctjt Codth, S 'CtlUfl 818.4 vvjfth stales il.: ,aL !0 *he i5SLI@tICe of this -n i 1 Ise of arty .)&-Jn.enj that: "A public entity is not liabje farinjuryd by t; ;MPORI-ANT: THIS PERMIT 1S NOT VALID UNLESS AND UNTILCOPY OF -1 HL f"ERMIT !T) I 1 -HE SIGNED ACKNOWLEDGMEN"j- 1`1AS BFFjN RETURNECI ro commlssiom 'W71"I' E H "zl CAI,_ AL)MIN. CC,,r.-)E S1r-C1-I0N1 SiqnatUrC.; ()j! M al, the above ac, "'Ji r e S S, 9/9 abed !Z:0:0L ! 9G6guvq 6t6 !ouj j9MuwTTaqS :AS TuaS 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 Permit No: 5-12�fivS0 ey (562)590-5071 COMMUNITY REVISED COASTAL DEVELOPMENT PERMIT DEC 11 2012 p DEVELOPMENT S On November 15, 2012, the California Coastal Commission granted to�� :9� �I�I/& Carol Helou Coastal Development Permit 5-12-177, subject to the attachectandard 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. 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 NewportBeach (Orange County). Issued on behalf of the California Coastal Commission on December 7, 2012. CHARLES"LESTER By: Executive Director Title: Coastal Program Ana 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 moth 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 ratioon-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. 3. 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. 5. 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. Rh/jda/g/permits2012 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 - ( 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 Worksheet for Building Combo Permit ApplicationP°R@ Prfnt Form:- � � :;,r� City of Newport Beach - Building Department t Please print 3 copies kiCES t �j'' �" 1� (—;Building p Grading Drainage Elec ..µ 'Met -rn p ........ l�i�li�@�"�I 1. Project Address (Not mailing address)F oor uite No ��-fps' �f-►F1�L1-��11 oA� - Tenant Name(if Applicable) # Units (if Residential) 2. Description of Work Use F� i_ ._.'%�`_ } r_ -__K t .. . Valuation $ Extg Building SF Demo Building SF Add/Reconstruct Bldg S ....... .......... Extg Gar sf Demo Garage sf Add/Reconstruct Garage sf # Stories TOTAL BLDG SF II�.............._ New [7 Add r€ Alter :Demo X Cu Yd Cut TOTAL GARAGE SF .............. ....... ......... . Cu Yd FillF77. F 3. Owner's Name Last First Owner's Address 14 E zJ. 0Rjg 4 E STR C—ET CityCp�Jt In State --....... _..._ . CA.. F 4. Arch itect/Designer's Name Last Architect/Designer's Address City State Owner's E-mail Address ............................. ................. Zip 9/r7a3 Telephone �al� 33a.-a4D3 3 First Lic. No. Architect/Designer's E-mail Address ....................................................... ................. ................................................. .... .............. Zip Telephone 5. Engineer's Name Last First jY] R Sova Lic No. S 3 ..........................................................................................:..................................... Engineer's Address a 53'-f I q �'o!� rnERCE,�1.i2E 172.E �E, SvtiE.. Q City L �o i= S i. State G a Engineer's E-mail Address +.J cJsz.S S �, cofY.. ...................... ..................................................... ................ ...._ ........................................ Zip 9a�3O ; Telephone[�9 aob-99a� [7 6. Contractor's Name Last S F4j=1 l M ............................... P_, ,t (c First Lic. No. /c�3�� Class ...................................... .............................. ........... Contractor's Address 0 37l.J 1,97-74 Z! r- eE`r' City COST -R ME-,- A .. ..... State CR Contractor's E-mail Address sh,e.�lrnzke:rc-.sb.G�.�:.b.b_��..�...n�-fi ZipTelephone 9c ft�3 S� OFFICE USE ONLY ENERGY P/C FEE $ 2 �PiEMV NO. If GRADING P/C FEE $ FIRE P/C FEE $ PLAN CHECK NO. � qq —20-11 UI -1 Rev 4/16/09 ELEC/MECH/PLUM P/C FEE $�TE;�tt� FEE $ �1 % ✓ VICINITY MAP NEWPORT BAY, CALIFORNIA (N) WOOD GANGWAY, SEE N.T.S. NORTH T.O. PILE ELEV=+13.00' M.L.L.W. TYP TWO FEET LONG TRANSITION PLATE OPTIONAL (N) FLOATING DOCK (E) DREDGE ELEV =-6.5't M.LLW. DREDGE CONC PILE, SEE DETAIL e (N) FROSTED TEMPERED GLASS GUARDRAIL (N) WOOD PIER (E) DREDGE ELEV =-5.07± M.L.L. W. (E) COPING ELEV =+11.04't M.LL.W. (E) SEAWALL COPING -------- \ O (E) SEAWALL COPING (E) SEAWALL PANEL TYP IL -.I (E) DREDGE ELEV I-:I I .-A u CONC PILE, SEE DETAIL e Q & -PILE DESIGNIRON, 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 05/31/12 COSTA MESA, CA 92627 U.S. BULKHEAD LINE (N) 8'-6" WIDE x 20' - LONG WD PIER, SEE/ EES, GRASS INSPECTION 'KEeigrass within 15' of project ❑ Eeigrass,within 15 - 30' of project ❑ Ng Eelgrass in project area ! SI'ure Inspection Gate & Titre 2218 CHANNEL ROAD (N) 12'-0" I L WIDE x 20'-0" LG FLOATING DOCK I Oj 2 I CONC PILE DESIGNITION, SEE( v �TYP O I S-3 (N) 12" SQ CONC N PILE AT DOCK TYP I I (TOTAL OF 2) SEE PROLONGATION S-3 OF PROPERTY LINE PROLONGATION OF PROPERTY LINE 20'-0" 111-811 U S. PIERHEAD LINE - 5'-0" IN] 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 Hoffinan, 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, e-mail) • rware.crmkearthlink.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); ) 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 Substrate Fine sands to silty sands for all numerical 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 (Zostera flora: marina) on the soft bottom substrate and giant kelp (Macrocystis 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 water: 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 (Atherinops affinis), senorita (Halichoeres 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 sting ray (Urolophus halleri). Exotic Sargassum muticum species encountered: Other site None description notes: Description of Survey Survey date May 22nd, 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 water: (estimated percentage of the Coastal Resources Management PUB 327, 3334 E. Coast Highway, 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 ft 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 PAM 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); I Other Information: (use this space to provide any additional information or references to attached materials such as maps, etc. See attached drawings and eelgrass map Eelgrass Survey Reporting Form (version 1.0, 6/20/03) Coastal Resources Management PMB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax);1 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 PUB 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax);1 (4) FMTm TIC: �—IMV.M F F 10 K 14NGP ER & GANGWAY ELEVATION OWNER Mr- CAROL HELGU LOT CONTRACTOR- Sf- JOB ADDRESS -.2218- CHANNEL FOAD NEWPORT BEACH, CA 92,36i cc EFF # iAs el APE LXPECTED IN DENOTE ELEVATIONS MEAN LOWER LOW INC1 it STP -ECT CA 9262-7 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 (fax); I CITYOF VICINITY MAR_ sEAWOR3 BAY, CALIFORMA (W) &'-a` w .r 2 2W -V- LG ,FlGhFk PROLON, AIM � IDI , � , PAOPERT-e Liras 1141 LAYOUT 2222 N Fe66 5i W' Y 79 O ! US SULKHEAD ' IN -1- ADDRESS F 2222 2 CrtANNEL ROAD f� j it Sr Ci1x T BEACH, CA 92661 r,ATIE 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 (fax); ) 0 } '1 f TT gEi rp i 1. JJJJJ PROLOICATIW --OF PRGPERF".= 11 3 E A1C 1 u0,• UvS. PIERHEAD 1. NE HEWPClRT',@AY ADDRESS F 2222 2 CrtANNEL ROAD f� j it Sr Ci1x T BEACH, CA 92661 r,ATIE 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 (fax); ) CITY OF NEWPORT BEACH, INITY MAP _ IN L5, I\ vPORT BAY, CALIFORNIA �� � IM SOUNDING REE EXPECTED lid- FEET AND DENOTE ELE AFICIRS RDGK, RILINi , PIER & GANGWAY ELEVATION m T.s., BASED ON MEAN LOWER L t3W UUN'IKAI-IUK- Isluz DATE -, 6 ADDRESS 2222 CHANNEL ROAD 1 ` WEST c4 STE 05/31 e11NEWPORT 3EfC1, ;A m 51 1COST,x.E$A. CA 92627 Figure 5. X -Sect, 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 (fax);1 2222 aqui 2248 Channel Road Dock Project. Position of New Docks and Eelgrass Habitat Based on 22 May 2042 Eelgrass Survey ,, arce Sr. _. .3392 i OI'Mnate 9j,term. NAD 196 Stat2?iaa C.Vorr , v9 FiPS 0466 Feil Pro��'tUon. lamIbert Contorma7 Conic Datum: 111,rir American 1933 F as ra6,51I n6 z.>667 s uo thin3 4e 16,6367 0 5 10 20 30 40 Meni,an 110_- 00 i Feet � �* Sr'r'ja,(J Parai ai 1:32 ,5.3, a ,N 'n< rd Para e 2 33. 8,.3 a , We Of0f,qu, 321667 Ur t, ' Foot Ul Figure b. Location of Eeigrass Shows New Dock Structures overlaid On Top of Existing Dock Structure at 2218 Channel Road (Subdivided From 2222 Channel Road in 2011). Coastal Resources Management PM13 327, 3334 E. Coast Higher=ay, Corona del Mar; Ca 92625 (949) 412 9446 (office/cell)., (940) 675-2970 (fax):.), Caulerpa taxifolia Survey Reporting Form 2218 and 2222 Channel Road Newport Beach, CA 92663 Survey ®ate: May 22"d, 2012 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: 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); 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 Hoffinan, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or William Paznokas, California Department of Fish & Game, (85 8) 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 7th, 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: 33° 35.89' N, 1170 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.crmkearthlink.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 (ACOS 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 PMB 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 known. Please provide units for all numerical Dominantflora: Eelgrass (Zostera marina) on soft substrate; giant kelp (Macrocystis pyrifera) on bulkheads and docks. information). Dominant fauna: Macro -invertebrates observed during the dive surveys 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), 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 (Atherinops affinis), senorita (Halichoeres 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 sting ray (Urolo hus halleri). Exotic species Sargassum muticum encountered (including any other Caulerpa species): Other site description notes: none Coastal Resources Management PAM 327, 3334 E. Coast Highway, Corona del Mar, Ca 92625 (949) 412 9446 (office/cell); (940) 675-2970 (fax); ) Description of Survey Survey date and May 22" 92012 Effort: timeperiod: 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 of 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 PUB 327, 3334 E. Coast Highway, 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);1 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 VICINITY MAP 314,yS. N NEVIPORT BA ---v, CALIFORNIA moq� so€ NDII NGS ARE E3KPULTW It€ rim "4 -TT FEET AND EYD140TE ELEVA T IL INS 1i0gI& 61N(k P�!ER & GANGWAY ELEVATIOH_�ra.rs; �A��� 7F3 ?isEAiy i_O{r—R LOW Z-- -- - -� ti>-: IWCCONTRIAM R: POB ADDRESS 2215 EANNE ROAD 837 }EST 17th STREET i DATE t F�+ vFBEACH, CA 92661 COSTA V�05M /I I F. CA 922627 - 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 (fax); ) CITY OF NEWPOF VICINITY MAP_ NEWPOPT BAY, CALIFORNIA PROMMATION 'IF 1141 LAYOUT 3 Ab1;RESS 222-2- CHAN 11=x. ROAD NtEwpoa E3EACii, CA 92661 1 r — U.S. PIERIAEAD UN NEWPORTBAY IElc,. �A�f CA X26""7 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 (fax);1 Figure 5. X -Sect, 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 (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 Applicant Signature Date Print Name Date Joint Pier Applicant Signature (if applicable) Print Name Date Page 2 of 2 10"7-2216 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'. C:341-- Igo) :1 Lisa Walters, Harbor Resources Applicant S?gnature Date x-01 14e!o L.) Print Name D to Joint Pier Applicant Signature (if applicable) Print Name Page 2of2 Date x"T 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. Proaerty 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 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 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. LisaWalters, Harbor Resources August 3, 2011 Attachments: Worksheet for Building Permit Application Drawing Pier Conditions Page 2 of 2 Please print 3 copies Worksheet for Building Combo Permit Application City of Newport Beach - Building Department I 4 OR 11 .q c,Lr aMP I builaing I.... uraoing I uralnage I...... Llec I Me 1. Project Address (Not mailing address Tenant Name(if Applicable) #Units (if Residential) 2. Description of Work Extg Building S Extg Gar sfF777 Demo Garage sf Add/Reconstruct Garage sf TOTAL BLDG SF X. New Add . Alter DemoF_............... .. __._.._........_...... ..� TOTAL GARAGE SF F. 3. Owner's Name Last lFirst -' RRo-C NEwv Use 177777777 Valuation $ � Cu Yd Cut Cu Yd Fill # Stories Owner's Address Owner's E-mail Address --1`f.g...... ...._ 9PA4.4.E......STR.�-E_ 1___......._............ - City Coif 1,L[,(-� State CA Zip 9/7023 Telephone L4L& 33a�� O� ....... .._..... ....... �� m - ... 4. Architect/Designer's Name Last First Lic. No. 6. Contractor's Name Last lj HFi I - } KE (� �,�Lc First [ Lic. No. (��cF3� Class f} g ....................._............. .. .. ._..........: I......�..... ....mm�......�.............. .....�...........� � ....: Contractor's Address Contractor's E-mail Address S 37 1J l � 6J-�_eE r ............................._........._..............................__.......................................................................... shy �Im�ke rCd- sb .......... City COST iYiEStA State Cfl Zip a '/ Telephone c _ 3-S �. / / . -...... 9a 94 S OFFICE USE ONLY ENERGY P/C FEE $ PEffll T NO. GRADING P/C. FEE $ FIRE P/C FEE $ UL LAN CHECK NO. Rev 4116109 ELEC/MECH/PLUM P/C FEE $f. C,—aF_NEWP gg@Kii FEE $ i INI LAYOUT �imjWA NINUA /jAlm (N) 8'-6" WIDE x 20' - LONG WD PIER, SEE/ (N) 12" SO CONC PILE AT DOCK TYP (TOTAL OF 2) SEE EEL GRASS INSPECTION A Eeigrass within 15' of project El Eelgrass within 15 - 30' of project ® No EgIgmss in project area Signature Ifo Inspection Date &Time 2218 CHANNEL ROAD PROLONGATION OF PROPERTY LINE I L U.S. PIERHEAD LINE p NEWPORT BAY DESIGN TI ON, l PROLONGATION OF PROPERTY LINE N�RTN 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 VICINITY MAP N.T.S. NEWPORT BAY, CALIFORNIA NORTH (E) SEAWALL (N) WOOD GANGWAY, SEE C COPING -------- \ - T.O. PILE ELEV=+73.00' M.LLW. TYP TWO FEET LONG TRANSITION rta_=3 - PLATE OPTIONAL - -- (N) FLOATING DOCK (E) DREDGE ELEV CURRENT/(E) - DREDGE LINE 4 CONC PILE, SEE DETAIL e TIP. (N) FROSTED TEMPERED GLASS GUARDRAIL N) WOOD PIER (E) COPING ELEV .L (E) SEAWALL COPING -------- \ (E) DREDGE ELEV M1.LW. O O& G)- PLA PILE DNITION, SEE DOCK PLAN 7lP _ DOCK, PILING, PIER & GANGWAY ELEVATION N.T.S. I (E) SEAWALL COPING (E) SEAWALL 1 PANEL TIP IL -•i I "I (E) DREDGE ELEV I=_� =-4.00't M.LL.W. G: I ISI Ll CONC PILE, SEE DETAIL(D SOUNDINGS ARE EXPECTED IN FEET AND DENOTE ELEVATIONS 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 8O7 WEST 17th STREET 02/15/11 COSTA MESA, GA 92627 3!EEF 1 OF:<Si�:[ii - • naex u.la+Ac2Es L'lt:f!A!'Itt.:ttN n.iAl::lA3:T. T:N tF lf.; IlAlt%`PaY.:'fl J•v._' NO :Y,'YJ I<2 PARCEL MAP N0.2009-144 !N THE CITY OF NEWPORT BEACH. COUNTY OF ORANGE. STATECFCAlOORNIA BEN IOiCNAESAUDBC3'JIVSiSfF4OCNOFPALRCft2ASSKO\NONDEM%HAIBR,iG)-X1i+A. TFFLA9C5!-IESO'N10SIR1HUAFiTEC.vEI RNIOA. N <O>COI^did?OF CHICIpL RECORDS. IN THEOF F _ UIC2 7j - -. COUN?v SNL:_}-.,•.. [FE?_.?.?:--.lr JOHN B. ABELL. INC. CATHERINE A. CONNEN, 1..5. 5414 DECEMBER, 2009, JANUARY. 2011 t MARCH 2011 >G=>;- ..7=R--aA`;t,-�%. 7 CC.JNiY i:IfP.tFFCI'IY[3 +EYE: P! cL AYF.11fil AI 11 S :., K -.moi . - Y•F I{„y-,a(,al"--:O.M1ek.G?Hs 5U8 rrl]ERi GEIHCI Ata COYBtEG fiT r, Y.FC(/2!:OhwYS (iE YA/d'll aREIL•ifp ftiR%u,Gr Ni QEEY ._til CI,^�FC-; VAi�-.i nN")G GSpAiCdJ uFSAip1!AP A$ ( 4( RECORD OWN 5 c _d!N n. AMIL I C. Ate.! [:.uxk u;E[�==_ GF.-RIrsFRFco?eEo)Anaa[n nlnAi vuEzct.�`3r? Ix>. :craun rayl oF.n +•.I tcGeu>. n_I.. 1.4E - I VkJEC,A.AFL`+:.T'iU.Ai sill. N i - :J'[(S;Y d>2)i Sl•! t A Fr.(; Yti1S. 3 55 4 ]• Ifi At n -Fl}_- 1 f r 1 n:rz railL~F ?ANG-AkYFVB:. N A'tY II t! i_. N -F - 1 AJJ..ARL! h.l U W'IOP QY OTOM ONi1CB W14 .1, ..AJ<.}J_IK3.ES3I1RCYG".f.f1J1v_NJC.Tl:_--UM.T4I- ::PRFSXCSC.'N3 �Y:GROXS�E- IE[NFrStY VR?E.O<NUBdDJ.AET CTo G �H;WR-EY1_AJ?J lIAiMEYC[H."YAUII!CRIIECCA?ACIrS.AN llARYIFE tYiClMEFERO5nC2N. :LF (=? [LYS SP, FEfJ<AIT (ii PER:J 1!!.u:`:::t 1HEIAri;•:F U!E 5IA IE CF c" FiA13Je i11Ai 11 FOREGULNG �a1AGf,+rH.in; EAN1C0?.i.E-T, J T.I:.0?XJJri .F�u.� 1C�'7L16'ZJGst _ r_)A+r.JS_... T .MPAE. Jl,./iv.pFH 3 T!% --a 17_---- Lab t[?,fEYCR'S ST'a—ENT 11AW- I ­AP.FD llFGR 1. 'SER A VlRLCtW -LAST FI -.+C S - -Y a+ C(uW+ NC EMIT IWGCLV`-3 FNTE OF TFESUMp r4'ah AC: ,l-.. AI(" C, ::CE AI IICREGUF_t CF 10-e A6 Nl: S Y .1V t{>; U S IMA]AI1 AR �1E CHA?ACIER A`•p GCCLP IHEFOtI' YI \h1F0. G21 Ull .�.•.AS -_W 'IGG ?J:.SC.I Ckt: UREA -ATM :. nirp IlNl3nr.S MO Ua'.CL 3ARFSUf n' li�F AB{F 1-i iY[Y ll n2A 1c5Y 311ti:1•UI1115 PG I. KFSCtSlAtJI:ALLYC(YL(P "!EIAF:R�t�)C.< AIIY. F , CUY`URVETORSTINIAI1EN1 I:y£kEBYS1AiE R'Ai ilIlClvf CUY.vvl lii5:l:nVAIJ.S HAVEF`J'JN`; I: +O EE S_YSIAVIrAT:T« rE CSnGlNAANNV•-,,CCNJb1l,%5lANl1YIYlI ALL Fd O'\IK ..-Ft13.- -_:_;+t60'N:.-4dJ -r- a:a+R[G'1 IX< .IA.zetJN ala>a tr, muJ DAY I]=_... !�'[,•}Y ?JIF -_. L PT T/}R CIF EJS'?Oii B?ACN ,'�jr,—� ^I.S.b4)?fA+V.C33EPifMUEX 3J''f,:1].iJJ COUNTY SURV MORS sFATuA,' i I HEREB'151A'E I:' I PAVE FAAiAI\EC T11 a —p AN] -IF. FCT-!HA1 At: II-F]t'_G VR:i'";_:� G!lll': SUJJ`JAi(:N MAP AG[NAVE SEEN CO.iFI'ir K'UN,aNC=n.Y: SF.i:T!£:+CAe').vn,= t5 1.^_F',vF,;AF_Y'C�GSR/R�FyCyI_ •1w♦ Y ?AYMCZ{.a,.h1A'N_'. C(ti, 311RYEF[YR ~ 51 T S I.S-bl!B.rxFc2Al!GN OAtr_1:U-fs � e EOFGW[� 'URSUANI IG':F EteI(iYCil;)NS Ot S`Li JN bb:Jll i(. SF_5_rI�iFLL CTP {R it C.;v=.NT[LAi YEFC:IG>v9HG LUPRC`JE:nt1+15n'RE kF:1UJ3[fl IG 6E C[SIYiRu::iCO ` 1 dC{C'•i;RF % IING E0.G F2 RJnM+GTO �[. CPC ..SF1lYrf.I K. CiK,-..: I.iS A:-% CCNCR i[! AYF�.-vi. .. GC2,IGY[F:YANCBRICK?AV _. rCxJStiU: �lYr•_ii]i.Y'[iYATA!'GT.i:A(:Ntl 5JA[E+.L•ti G- PIER?G,=f- iNE FURPo;E CP cHa ..^nRct[.MAr rs re:�caCv�e cNE txtSn:JG rnx_Rf GAFCFc ,'r. -.(-:. A tic. t -F xnu5-fw)rnJro yl..n r,: «ns - C 1_ 5 HEW S: P.B,_TnX Cf_IFEE.Cfi S_C k `_ATE SIAIEGF (:AI �iIR+V.1 ! SS I HEREBr CERiktlllal nG'CGAONG IOI��RFCGRV>GlMvt;rrP_[.Im,:e Aw: r;,r;unana.n•�•� LAOSSCEASSLMT[!AP3%3TOS ,R 3PF%',A SSMP ASNYC?AFRI[HEREr.)FI(YSR VNPAR)31AIE CGGR i(A:CLEDAS IAXE3 NOT Y.1 fAYAMF !JCF.AI CR l,NTi1%O GFRI3'i IO 11!E RECGRCER OF ORANGECC. W1' -HAS ' IS!EERDVi$%�� 5 GE SI:.`.:U3:nt6`CCS ACI,UY-E Pf%( 2 CGMI'lEii'NIIII RCGA.Gp_JG-[YrOSU31G :AC,ff E?EC!AC n55ES5A•E:i•. CGItECi EC w} In%.;. CNJHE EANp CCYE E'L` M1Y IMS u.Aa, 0111.01111;." r,.',wlAY OF,. _..�K.....__.. SriARIl.E%tirt^,FI3RR:rf-rC._F C<ANT'Y EI[EASLAEM1!-If.%Ol`AiE( — . )EW,'IY:RFA PARCEL MAP NO. 2009-144 2,9� VV�7 0? CHVAL RKORDS. _-f u offICE Of lo� E:. "IFY keD_ D_ 0F si,, JOHI,i B_ ABELL. INC,ATHERINE A. CONNFN . L_S_ 541 DECEMBER, 2009. JANUARY, 2017, & MAKCE!,20"i lip, vr "N.." IM, ills:" OJI.-A4 I V� v: 65 V AFIES 2w 66 i 23 -1 A B --u_— J. -- ---- ---- t PARCELI L" RVE A B L 0-081 ACRES gig .... .. ..... si PARCEL 2 20.. �l6 y q, �4 1p, a 3G Olt a5 86 L F AV F 4 L) E -1 '; v L) 0 dhiv RE— 2003-1"U T,LSZ,— DATUM Si ATE11: 1 -cc ,Ij, ior:E 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 Figure 1, 2, and 3. Rick Ware, Senior Marine Biologist, Survey Contact: (name, phone, e-mail) Coastal Resources Management, Inc. (949) 412-9446, rware.crm(aearthlink.net Lisa Miller, Shellmaker, Inc. Shellmaker(a,sbcglobal.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., 33-35.89'N, 1170 52.95'W. datum, accuracy level, attach electronic survey area map if possible) NAI) 83. Accuracy within 1 meter. See accompanying figures of locations. Was Eelgrass Detected: Yes, Eelprass was found at this site. XXXX EELGRASS WITHIN 15' OF PROJECT * No, Eelgrass was not found at this site. Description of Permitted Work: The property 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, Inc. Shelhnaker 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 OF at a depth of 0.3 meter below the surface ranging between 55 °F and 68.1 T (n=5,210, five-minute replicates). Mean bottom water temperature at a depth of -5 ft MLLW averaged 61.9, ranging between 53.8 T and 67.7 OF (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 varied from -2.0 to -12 feet Mean Lower Low Waxer, 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 gorgonian (Muricea californica), striped sea slug (Navanar inermis), California spiny lobster (Panulirus interru tus), kellet's whelk (Kelletia kelletii), gaper clam (Tresus nuttallii), and the ornate tube worm Diopatra ornata. Fishes observed included mullet (Mugil cephalus), topsmelt (Atherinops affinis), senorita (Hahchoeres semicinctus), California garibaldi (Hypsypops rubicundus), black perch (Embiotoca 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; Zoobotryon species verticillatum encountered: Other site None description notes: Description of Survey Survey date July 30th, and August 26th, 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 8 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 turion 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 biologist who towed a surface buoy to C: 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: Other Information: (use See attached project figures. this space to provide any additional information or references to attached materials such as maps, reports, etc.) ;", �, �, ULi L- m Figure 3. Photograph of Existing Dock at 2222 Channel Road 10 Table 1. Components of Existing and Proposed Dock Svstem 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 14' 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 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) 7'8" wide concrete 7'8" wide concrete (top) (top) Pilings for Dock Two, 12" sq concrete Two, 12" sq concrete Two, 12" sq concrete I piles piles 11 IHICMTY YAP N.T.S. '0 NEWPORT BAY, CALIFORNIA OWH Rale U.S. BULKHEAD LINE\ CHARRIEL ROAD ILONG WO :PFR, SEE (N) S-5. O9N0 `r, D PII€. S€E<T� O S-3 a IWD OANGWAY4c----1--------1 K O] N I WOE. 20'-0'. LC FLOATING DOCK. I � - _ -_g 'SOOONE OESiOi�TCIN, v TYP � 5-5 O -{P 121 so Nma AT OOOK i (TOTAL OF 2) SEE �3 I: PROLONGATION _ _ OF- PROPERTY -- LRiE PROLONGATION QP 1 - PROP€RTY. LINA I. I- '. IQ ©...,��„ I. S. PIERHEAD LINE 7 0 no LAYOUT NEMIPORT BAY NpRI� OWNER : Mr. CAROL HELOU LOT BLOCK JOB ADDRESS :2218 CHANNEL ROAD CONTRACTOR: SHELLMAKER. INC. DATE NEWPORT BEACH, CA 92651 1 837 WEST 17#h STREETCOSTA MESA, 'CA 92627 02J15J11 Figure 4a, 2218 Channel Road Dock, Plan View 12 2 WE CWC MM SE MML@ CID � CNC PILE. 5E MTAL(D H 0 {Ji a 0 ----TK V -k SOUNDINGS ARE EXPECTED IN UM PLM DOCK, PIUM PER & GANGWAY KI�1IAT19N N.T.S, FEET AND DENOTE ELEVATIONS - BASED ON MEAN LOWER LOW WATER, OWNER f Mr. CAROL H€LOU LOT PLOCK JOB ADDRESS :221$ CHANNEL ROAD CONTRACTOR: SHELLMAKER INC. DATE 837 WEST 17#h STREET NEWPORT BEACH, CA 92661 COSTA MESA, CA 92627 1 02/15/11 Figure 4b. 2218 Channel Road Dock. Cross -Section 13 Figure 5a. 2222 Channel Road Dock Plan View 14 PAMVICINITY GAAP 14 TS NEWPORT BAY, CALIFORNIA Hnnnr (H) FPQSTW TUMM �eQ-- KSWMK - SOUNDINGS ARE EXPECTED IN Om PLM Tw DOCK, PILIN% PIER & GANGWAY K6I YATION N.r,s FEET AND DENOTE ELEVATIONS D — BASED ON MEAN LOWER LOW WATER. OWNER s Mr. JOHN ABELL — — LOT BLOCK JOB ADDRESS :2222 CHANNEL ROAD CONTRACTOR: SHELLMAKER, INC. DATE NEWPORT BEACH, CA 92661 837 WEST 97th STREETCOSTA MESA, CA 92627 02/15/11 Figure 5b. 2222 Channel Road Dock Cross Section 15 2222 and 2218 Channel Road DocK Project. Position of New Docks and Eelgrass Habitat 2222 2218 Grated Pier and Gangway Eelgrass Patches e � n � Grated Pier and Gangway Eelgrass 8 Eelgrass Grated Dock Platforms CIO 10 5 0 10 20 i Refer—Scali: 1:332 Ca dinat=System: NAD 1S83Steti�Flane California VI FIPS O406 Fe -t - Ro_Kdidrt Lambert Conformal Cavi c - Datum: NGdhAmeriwn 1983 Fake eastirg: 8,581808,5597 Fake Northing: I.M,41aM7 is_ Central I.Wdian: -115.2500 Standard Parallel 1: 32.7533 Standard Parallel 2 33.8832 Latitude Of Origin: 32.1897 Units: FeatUS 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 19th, 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 Hoffinan, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). Coastal Resources Management, Inc. PUB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cnn@earthlink.net Report Date: July 19"', 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&earthlink.net Lisa Miller, Shelhnaker, Inc. Shellmakerksbc lobal.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 (ALOE Permit No., RWQCB Order or Cert. No.) Is this the first or second First survey for this project? Was Caukrpa Detected?: NO (if Caulerpa is found, please immediately contact NOAA Fisheries or CDFG personnel identified above) 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@earlhlink.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 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 W 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 T at a depth of 0.3 meter below the surface known. Please provide units ranging between 55 T 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 T (n=5,456). Normal summer water temperatures vary from approximately 66-70 degrees F. Salinity: 25-33 ppt Dominant flora: 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 4 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 (Macrocystic 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 kelletii), gaper clam (Tresus nuttallii), and the ornate tube worm Diopatra ornata. Fishes observed included mullet Wugil cephalus), topsmelt (Atherinops affinis), senorita (Halichoeres 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 sting ray Exotic species Sargassum muticum; Zoobotryon verticillatum encountered (including any other Caulerpa 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 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@eartWink.net Other site None description notes: Description of Survey Survey date and July 30'h, and August 26th, 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 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.crm@eartWink.net G 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. PNM 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cnu@earthlink.net R gg s,, f � - M [ s,, f � - M [ CN J 04 �' — — V'�, d CO r �vv� Q_ Al'+ 4 . g 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.crm@earthlink.net Tahla 1 _ rmmnnnente of F.Yicfino and Pronosed Dock Svstem 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' wool 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 T8" wide (top) (base) (base) T8" wide concrete T8" wide concrete (top) (top) Pilings for Dock Two, 12" sq concrete Two, 12" sq concrete I Two, 12" sq concrete I piles piles piles 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 10 gale U.S. BULKHEAD UNE——N CHANNEL ROAD I (N) 81 -W WOEx201-0' I LANG BO PFJ% SEE u �.,6• 11),.SEE I S-3 N a INT1 O/WGWAY --��I— i i- 1 i OI I 1 S-3 SSV WOK. 2W -O' Lc : FLOATINGDOM - ,g CONC PILE DESIOWON, gyp s I 1 (N) i2'SO ODNG tV 4 (ILE25 71P (TOTALAL 4FF 2) SEE 3 1: I PROLONCAIION- -- OF PROPERTY LINE PROLONGATION OF 1 PROPERTY UNC - 1. 20' 0.1 �}� U.S. PIERHEAD LINE 7 0 A—.—U--,--- � g,–a„ '�— —L 1 INI LAYOUT - -- ---- -- _ ar- NEWPORT BAY - - R4: IJOB ADDRESS :221$ CHANNEL ROAD uv IV11C/1UIUM; O'LLIVIMN N. Ora.. DATE 837 WEST 17th STREET 2/15/11 NEWPORT BEACH. CA 92661 COSTA MESA, CA 92627 Figure 4a, 2218 Channel Road Dock, Plan View Coastal Resources Management, Inc. PUB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.enn@earthlink.net 11 (N) WDOO PER— RA.%= C.-NMY, nano u ' (N) FWATSc PM t9. CONC PSE, SEE M -ISL M U CORD FRE;. SEE.OVAIL ED eQ-- r -- � T = SOUNDINGS ARE EXPECTED IN FEET DOCK, PUM9, PMF1 A GANGWAY ELIEVAIM N:T,% AND DENOTE ELEVATIONS BASED ON MEAN LOWER LOW WATER, OWNER : Mr. CARO: HELOU - LOT - - - - LOCK JOB ADDRESS :2218 CHANNEL ROAD CONTRACTOR: SHELLMAKER, 837 WEST 17th STREET INC, DATE NEWPORT BEACH, CA 92681 COSTA MESA. CA 92627 p2�iS/11 Figure 4b. 2218 Channel Road Dock. Cross -Section 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 12 CITY OF NEWPORT BEACH (N) a-6' WOE r 20'- ' PRS='s a TZ I U.S, BULKHEAD LINE - - s- � I 1 - PILE,. SEE Aivlr � nj = P' I� VICINITY MAP N.T.S. "0 as NEWPORT DAY, CALIFORNIA N�TM 2222 CHANNEL ROAD 1 SPO I 38OQ N (408.57 _ -- 1-n.,r, NI (N) a-6' WOE r 20'- ' 1AN0 NO PIER' SEE ° I U.S, BULKHEAD LINE - - s- � I 1 - PILE,. SEE WIDE. 2A'-0' LG I VM GANGWAY.,___.- x 1 E'3 4 I 1 (N) WIDE w 2W -O' LC FLOATING DOCx- 1 �. - CONC PILE-DESION111011,C3 PROLONGATION 1 +✓ _ (N) 12' SO CONC N 1 I LINE PRP AT DOCK TYP y I 1. (TOTAL OF 2)SEE S-3 - I PROLONGATION OF1. PROPERTY UNE i 20'-D" 10--o-, "5,-,,,, Q -U.S. PIERHEAD LINE:_ INI LAYOUT NEWPORT BAY NORTaM CONTRACTOR: SHELLMAKER INC. [ 1 JOB ADDRESS_ 2222 CHANNEL ROAD 837 WEST 171h STREET DATE NEWPORT BEACH CA 92661 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.crm@earthlink.net 13 cme PIM SM -. WIC PIL[ SE MTNLF---y - U 0 @O—OW m SOUNDINGS ARE EXPECTED IN DOCK, PILING, PIED 8,OANOWAY ELEVATION nt.rs, BET ANDD BASED ON MEAN MEAN ELEVATIONS LOW OW WATER, OWNER , Mr. JOHN ABELL LOT PLOCK JOB ADDRESS :2222 CHANNEL ROAD CONTRACTOR: SHELLMAKER, INC. DATE NEWPORT BEACH, CA 92601 837 WEST 17th STREET 02/15/11 COSTA MESA, CA 92627 Figure 5b. 2222 Channel Road Dock Cross Section Coastal Resources Management, Inc. PUB 327, 3334 E. Coast Highway, Corona del Mar, CA 92625 (949) 412-9446 (949) 675-2970 (fax) email: rware.cnn@earffihnk.net 14 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 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 Date Print Name Date Joint Pier Applicant Signature (if applicable) Print Name Date Page 2 of 2 Worksheet for Building Combo Permit Application City of Newport Beach - Building Departmeipt - " I Please print 3 copies ARBO R C F.Building F Grading rElec Mec —Drainage CI-O"EWPORT BTY 1. Project Address (Not mailing address) Luje . ......... # Units (if Residential) Tenant Narne(if Applicable) F77 2. Description of Work 0 .......... ............... . I . ... .. . ................. .... .. .......... .. ........ ....... ... .. - ......................... ......................... .............. Extg Building SF177 Demo Building SF Add/Reconstruct Bldg SF F777 Extg Gar sf F77 Demo Garage sf Add/Reconstruct Garage sf F Use Valuation $ # Stories ......................... TOTAL BLDG SF New Cu Yd Cut J7 Add f7 Alter F_.Demo ................. .... ...... TOTAL GARAGE SF Cu Yd Fill 177 Ck. F 3. Owner's Name Last First o u Owner's Address Owner's E-mail Address it .. . . ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ city i F State I C zip Telephone `5 3 .................... . . ................ ................ ...... ............... - - I . I --- C'.. .. - 3 4. Arch itect/Designer's Name Last First Lic. No. ........... ............. ..... .... .. .. . ... Architect/Designer's Address Architect/D.esigner's E-mail Address .......... .............................................. ....................................... .................................................................... ...... .. . . ...... .... State City F-7- F777 zip Telephone I First Lic. No. -7 5. Engineer's Name Last ................................ Engineer's Address Engineer's E-mail Address ............... tr, .............................. . ... ..... ..... . . co . .......... ..... . ...... ... ............. ....................................................... ............................. City-- State zip 20� Fv TelephoneF- -c4-20 1F{...:.''................................ E�T ­ 7 .........................._9 - _._ .............. OFFICE USE ONLY ENERGY PIC FEE $ !._421 41-4 C GRADING PIC FEE $ FIRE P/C FEE $ Rev4116109 ELEC/MECH/PLUM PIC FEE $ PLAN CHECK NO. PLAN CHECK FEE $ TO REINFORCE THE EXISTING SEAWALL BY UTILIZING DYWIDAG TIEBACKS CONNECTING THE EXISTING CONCRETE COPING TO A NEW CONTINUOUS CONCRETE DEADMAN. TO PROVIDE S-6" HIGH TEMPERED GLASS GUARDRAIL AT SEAWALL. r'HOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE. TIF"Y THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL ;CREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER 1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED EQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH E MOST STRINGENT CONDITIONS. CONTRACTOR SMALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION R ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". S 3812 n ` EXP, 03/31/2611 �j' W/ ............... WITH 1 WD .............. WOOD W ................ WIDE FLANGE W/O ............ WITHOUT W.P. ...............WORK POINT W.R. ............. WATER RESISTANT WT ............... WEIGHT W.W.F. .......... MLDEO WIRE FABRIC X ................. EXTRA STRONG XX ...............DOUBLE EXTRA STRONG