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M2013-0010 (9)
STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY EDMUND G. BROWN, JR., Governor CALIFORNIA COASTAL COMMISSION South Coast Area Office 200 Oceangate, Suite 1000 Long Beach, CA 90802-4302 August 19, 2013 (562)590-5071 Mr. Chris Miller City of Newport Beach/Division of Harbor Resources 829 Harbor Island Drive Newport Beach, CA 92660 Subject: Condition Compliance— Coastal Development Permit 5-06-117 & Conformance with Consistency Certification CC -031-06 - DREDGING Dear Mr. Miller: Commission staff has received information submitted as evidence of compliance with Coastal Development Permit 5-06-117, and/or as evidence of conformance with Consistency Certifications CC -031-06 for the following sites in the City of Newport Beach: Applicant Site Address Beach Ocean Cumulative Eelgrass Present Comments Disposal Disposal Total: for 2013 between 15 - 30 Feet Eelgrass Survey Qty*(cu.yds) Qtyt(cu.yds) fdisposal Date/Expiration"`; footprint?§ Caulerpa Survey Date/E irationt" Lido Isle Community 701 Via Lido Soud 155 0 No Eelgrass Survey Association 6/6/2013 (Expires 10/4/2013); Caulerpa Survey 6/6/13 (Expires 9/4/13 Earl Dexter 1124 — 1200 West Bay Avenue 504 0 No Eelgrass Survey 6/10/2013 (Expires - 10/8/13); Caulerpa Survey 6/10/13 (Expires 9/8/13 Lido Isle Community 373 — 405 Via Lido Soud 406 0 No Eelgrass Survey Association 6/10/2013 (Expires 10/8/13); Caulerpa Survey 6/10/13 (Expires 9/8/13 Lido Isle Community Dock at Genoa & Via Lido Nord 109 0 No Eelgrass Survey Association 6/6/2013 (Expires 10/4/2013); Caulerpa Survey 6/6/13 (Expires 9/4/13 Sub -total 1174 0 Year-to-date total 8328 0 8328 Commission staff have reviewed the information submitted and determined that the above referenced dredging events conform with Consistency Certifications CC -031-06 and the Special Conditions of Coastal Development Permit 5-06-117. Please note that the eelgrass and Caulerpa taxifolia surveys compiered are only valid for a limited time period and that additional surveys must be completed and submitted to Commission staff for review if the dredging and beach nourishment events listed above do not commence prior to expiration of the initial survey. In addition, please note that this authorization shall expire on March 31 7,014 and that all authorized work must be completed prior to that date. Please be advised that only the projects described in the materials submitted for the sites listed above have been found to conform with Consistency Certification CC -031-06 and/or conform with the terms and conditions of Coastal Development Permit 5=06-117. Any change in the projects may cause them to lose their status as consistent with CC -031-06 and/or CDP 5-06-117. This certification is based on information provided by the recipient of this letter. If, at a later date, this information is found to be incorrect or incomplete, this letter will become invalid, and any development occurring at that time must cease until a new determination regarding conformance with CC -031-06 and/or CDP 5-06-117, is obtained. Not to Exceed 11000 cubic yards per dredging and beach disposal event t Not to Exceed 1,000 cubic yards per dredging and off -shore disposal event Not to Exceed 20,000 cubic yards per year § If "Yes" then if eelgrass is present between 15-30 feet from the proposed dredge material disposal footprint (in any direction), then monitoring of the site for potential eelgrass impacts from disposal operations shall be required. All eelgrass survey/mapping efforts must be completed during the active growth phase for the vegetation (typically March through October) and shall be valid for a period of 120 days with the exception of surveys completed in August - October. A survey completed in August - October shall be valid until the resumption of active growth (i.e., March 1). tt Caulerpa taxifolia surveys are valid for 90 days from date of survey Condition Compliance - 5-06-117 Consistency Certification Compliance — CC -031-06 Page 2 of 2 If you have any questions, please contact me at (562) 590-5071 or Mr. Mark Delaplaine at (415) 904-5200. Sincerely, Karl Schwing Supervisor, Regulation & Planning, Orange County Area Cc: Mr. Mark Delaplaine, California Coastal Commission Mr. Steve Estes, U.S. Army Corps of Engineers CITY OF NEWPORT BEACH HARBOR RESOURCES July 18, 2013 California Coastal Commission Attn: Karl Schwing 200 Oceangate, STE 1000 Long Beach, CA 90802-4416 Army Corps of Engineers Attn: Corice Farrar 915 Wilshire Blvd. Los Angeles, CA 90017 Santa Ana Regional.Water Quality Control Board Attn: Adam Fischer 3737 Main Street, STE 500 Riverside, CA 92501-3348 RE: Regional General Permit No. 54 — Dredging Application Submittals Enclosed is the recent monthly batch of dredging applications for your approval, per the California Coastal Commission Permit 5-06-117 & Federal Consistency Certification CC -031-06, the Army Corps of Engineers Permit No. 54 (File No. 200501233 -DPS) and the Regional Water Quality Control Board General Certification Permit, $77 Regional Water Board check included for each application. All of these applications have been checked for accuracy and completeness as evidenced by the attached Dredging Application City Checklist. Thank you for your time in reviewing these applications. Please do not hesitate to call if you have any questions. Site addresses included Dexter -1124-1200 W. Bay Ave. Lido Isle Community Assoc. -373-405 Via Lido Soud Lido Isle Community Assoc. -Dock at Genoa & Via Lido Nord Sincerely, Lisa Walters Harbor Resources Technician (949) 644-3044 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644-3044 FX: (949) 723-0589 *Website: www.newportbeachca.gov/harborresources Applicant Name: HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 718-1844 Fax (949) 723-0589 www.newport-beach.ca.us/hbr DREDGING APPLICATION CITY CHECKLIST Project Site Address: _'_cC_l(- 0—'E' <—� fy-\%-Lnrh �l 1 CL._. LA ® Applicant address, phone number ® Agent & Contractor name, address, phone number (if applicable) Project site address J� Assessor's parcel number Dredge site latitude and longitude ® Disposal site: Beach disposal latitude and longitude ❑ Ocean disposal LA -3 ® Purpose and final goal of dredging Method of dredging. Vessel and equipment description. �I Vessel(s) Captain, Dredging & Disposal Inspector Cubic yards dredged and disposed ( must be less than 1,000 cy.) ® Area impacted (in acres) ® If beach disposal, linear feet of affected beach area Dredging and Disposal Operations Schedule Scaled drawings (plan view and cross sectional view) Site address CXR Location within the Harbor IMAGE ) rc-) t C� o rt A Division of JR 9 .9II&r a YWl. V� ✓y6T - 91W, 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644-3034 FX: (949) 723-0589 •Website: www.newport-beach.ca.us/HBR/ Dredging Application City Checklist Page 2 Location of existing dock structures ® Location of existing dock structures on adjacent properties �7 Location of Bulkhead, Pierhead and Project Lines ® Dredge depth (limited to -7 MLLW with a 1' allowable overdraft) Photo(s) of dredge and disposal areas at low tide (including 30' buffer area) ® Eelgrass Survey ® Survey for presence of eelgrass within 30' of the entire project area ❑ Yes ® No Eelgrass within 15' of entire project area. Proiect not permitted. ❑ If ocean disposal and eelgrass is located greater than 15' from the project area, then no further monitoring required ® If beach disposal and eelgrass is not located within 30' of the project area, then no further monitoring is required ❑ If beach disposal and eelgrass is located between 15' and 30' from the project area, then pre- and post -monitoring is required ❑ Pre -monitoring survey attached ❑ Post -monitoring survey attached. Date submitted: Eelgrass Stamp Caulerpa Survey M Survey for Caulerpa within 30' of the entire project area I Grain Size Analysis ® (1) sample per 1/4 acre and / or at least (1) sample at dredge site and (1) sample at beach disposal site (if applicable) I� Beach disposal: ® Sample(s) must be at least 80% sand, or; ❑ At least 75% sand and within 10% of the sand content of the receiver beach ❑ Ocean Disposal: ❑ Sample(s) must be less than 80% sand Project is over (check one box): M City Tidelands Dredging Application City Checklist Page 3 ❑ County Tidelands (State Lands Commission Dredge Lease Approval) ❑ If applicable, check one box: ❑ The Irvine Company owner's approved area ❑ Bay Island owner's approved area ❑ Dover Shores owner's approved area ❑ Linda Isle owner's approved area © Check made payable to The City of Newport Beach ® Check for $77 made payable to Santa Ana Regional Water Quality Control Board ® Signed application ® Neighbor notification POST DREDGING ❑ Post Dredging Report. Date submitted: ❑ Post eelgrass monitoring (if applicable) 50414W-0 QE I •Wr r r PUBLIC WORKS DEPARTMENT Harbor Resources Division - Dredging Application Regional General Permit 54 Corps File No. SPL -2011.00249 -SME CDP 5-06-117-A2 & CC -031-06 Water Board Consistency Permit Expires March 31, 2014 Applicant Name, Address, Phone Number: /, d ej o /s { V. G o m &I "Yi 761 V40L /'ego -S"a ar o -e1, Cry 9 Z. Agent & Contractor Name, Address, Phone Number: CLe 14 st 'e s PL). )34X qle tVe..)Ao--iE Besck,CP qais&Q- Project Site Address: [f-:I:C A t air, kct�.Utdx Dredge Site: Latitude / Disposal Site: Latitude o 7 L4 V Beach Disposal C Ocean Disposal (LA -3): Latitude 33 31'00"N Assessor's Parcel Number: Jd &?(V ow Longitude Longitude Longitude 117 53'30"W Purpose and final Goal of Dredging (Effect on Bulkhead and Beaches): a /" /�++ '004. -SCL Al PJ 6d.1 U {p Y) 'P-C.l v` ct d G k T' (0 G. '�"'� lk!es-161'e- a. ✓e j o + -a a. c k Meth d of Dredging (Hydraulic, Clamshell, Tractor, etc..,): (� f� /,1PQ1 iGj LLA (t `C s 4 L CJ1 O 1/" '' S G6 t/\ ('j� 3� 1" e'. 0. Ck W i l ` �- •f Y✓1 R [ f YCi G 1� Vessel(s) & Captain(s): Dredging Operations Inspector: Disposal Operations Inspector: Harbor Resources Division 829 Harbor Island Drive Newport Beach, CA 92660 newportbeachca.gov/harborresources (949)644-3044 Cubic Yards Dredged and Disposed (Must be less than 1,OOOcy total): /U cts Area Impacted (in acres): . D_S Llo ¢. If Beach Disposal, Linear Feet of Affected Beach Area: /UU Estimated Quantity of Material Dredged from or Disposed Onto the Site �J from Previous Activities: fp120 Dredging and Disposal Operations Schedule: Please submit the following on a separate page. Use the check boxes to ensure a complete application is filed. Incomplete applications will not be processed. Scaled drawings of the project and disposal areas (plan view and cross sectional view) Site address Location within the Harbor }3 Location and physical dimensions of existing structures on site (e.g. float, pier, gangway, pile, bulkhead) ]-d Location and physical dimensions of existing structures of existing structures on adjacent properties. /0 Location of Bulkhead, Pierhead, & Project Lines Dredge depth (limited to -7MLLW with a 1' allowable overdredge) 0 Photos of entire dredge and disposal areas at low tide (including 30' buffer area) with emphasis on Eelgrass ,0 Eelgrass Survey- Completed by a Certified Eeigrass Diver A. Survey for the presence of Eelgrass within 30' of the entire project area (dredge & dispose site) B. If Eelgrass is within 15' of project area, then the project will not be permitted via RGP 54. C. If ocean disposal: *Any eelgrass must be located greater than 15' from the project area *No further eelgrass monitoring is required D. if beach disposal: elf eelgrass is not present within 30' of the project site then no further monitoring is required. elf eelgrass is present 15' -30' of the project area then pre- and post -monitoring is required. Caulerpa Survey- Completed by Certified Caulerpa Diver •Survey for Caulerpa within 30' of the project area (dredge and disposal sites) l� Grain size analysis •(1) sample per 1/4 acre and/or at least (1) sample at dredge site and (1) sample at beach disposal site .if beach disposal sample must be at least 80% sand �Iz Project is over (check one): ❑ City Tidelands ❑ County Tidelands (State Lands Commission Dredge Lease Approval) ❑ if applicable check one box: ❑ The Irvine Company owner approved area ❑ Bay Island owners' approved area ❑ Dover Shores owners' approved area ❑ Linda Isle owners' approved area Check for $1,690 made payable to City of Newport Beach J?13 Check for $77 made payable to Santa Ana Regional Water Quality Control Board Harbor Resources Division 829 Harbor island Drive Newport Beach, CA 92660 newportbeachca.gov/harborresources (949)644-3044 Dredging is not authorized in certain areas of Newport Bay, including the Rhine Channel, portions of the West Lido Channel, areas west of Newport Boulevard, areas north of Dover Shores, portions of the Bayside Village Marina, Promontory Bay, and portions of the Balboa Yacht Basin. i, I ` ► l�' 2 k % �_ (Applicant / Agent), hereby certify that the information on this application is accurate and complete. I also certify that 1 have read the California Coastal Commission Permit 5-06-117-A2 & Federal Consistency Certification CC - 031 -06, the Army Corps of Engineers Regional General Permit No. 54 (SPL -2011 -00249 -SME) and the California Regional Water Quality Control Board General Certification for Regional General Permit No. 54 for maintenance dredging in Newport Harbor and that I will comply with all of the conditions in those permits. I also certify that by acceptance of this Permit, the applicant acknowledges and agrees that the site may be subject to hazards from waves and erosion. I will further hold the City of Newport Beach harmless from and indemnify the City against any claim for damages arising out of the exercise of these permits, in addition, I shall reimburse the City of Newport Beach for all attorney's fees and other costs expended by them in defending any claim, lawsuit, or judgment arising out of the activities of the applicant carried on under the authority of such Permit, 1 understand that any work authorized must be completed by March 31, 2014 after which a new authorization is required. i also understand that the applicant will submit a Post Dredging Completion Report no later than 30 calendar days after completion of each dredging project. All work scheduled to be completed before 7:00 AM or after 6:00 PM (Monday — Saturday) or on Sundays or holidays must be approved by Harbor Resources. Per the RGP Permit, all dredging applications will be processed by the various agencies through monthly batch submittals sent to them by Harbor Resources. Therefore, all dredging applications must be submitted to and received by Harbor Resources by the 1st Monday of every month. Applications submitted prior to this deadline are encouraged and appreciated. Applicant and / or Agent Signature Updated January 2013 Harbor Resources Division 829 Harbor Island Drive Newport Beach, CA 92660 newportbeachca.gov/harborresources (949)644-3044 OF NEWPORT BERCH CITY OF NEWPORT BEACH NEWPORT BRY 6" OR `�� ti SLAT 77 ffflT PRC.rp- oc�v sow WEST VICINITY MRP immmy PROFILE ow lids www Mv,-JEM -------- SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVATIONS BASED ON MEAN LOWER LOW WATER. K-- 106 / EEL GRASS INSPECTION F-1 Eelgrass within 15' of project 0 Eelgrass within 15 - 30' of project )KI No E I No area 4 - Signmure CITY, OF NEWPORT BEACH Inspection Date 8�-71me t I 'S NRME,4,do Isle CoAnDRESS - vtq 4 1' mmum i 4 Assii. JTOR AD pr4k k PLM V I EN 1 DATE %ru MBC SAMPLE ANALYSIS SUMMARY STATION LOCATION: Genoa & Nord SAMPLE COLLECTION DATE: 6/14/2013 TEST METHOD: Sieve Analysis: Method 2 (Plumb 1981) COLLECTED BY: Intracoastal Dredging ANALYSIS START DATE: 17 June 2013 DREDGE SiTE Cer2 Total Dry Weight of Sample: 470.57 grams (g) Analysis Weight (Split Wt.): 63.53 g Visual Description: A light brown/ grey sand with small shell hash/ gravel Fraction Fraction Weight % of Total Gravel / Shell Hash Fraction: 0.51 g 1 % >2.Omm (> -10 #10 Sieve Sand Fraction: 62.55 g 98% <2.Omm >0.063mm (< -10 > 40) #230 Sieve Silt / Clay Fraction: 0.47 g 1 % <0.063mm (< 4 0) Outline of sample collection and analysis: COLLECTION Samples collected by a hand coring device driven into a representative area of the dredge site and receiving beach. Stored in plastic containers and immediately delivered to the lab. SAMPLE PREPARATION Entire sample transferred into 1 liter glass containers, deionized water added, and mixed to desalt and disperse the sediment. The sediment is allowed to completely settle and the clear water is removed by siphoning. The sample is placed in a drying oven at 50°C and occasionally stirred until the entire sample is completely dry. The dry sample is transferred to a desiccator for cooling. The sample is disaggregated and a Riffle sediment splitter is used to evenly split the sample to reduce the quantity of material to be analyzed to an allowable retention weight for the sieves, SAMPLE ANALYSIS The dry split fraction is processed through a # 10 U.S. standard sieve to remove the gravel/shell fraction of the sample. The material retained on the sieve is weighed and value recorded. The material passing through the # 10 sieve is wet sieved through a #230 sieve to remove the silt/clay fraction. The material retained on the sieve is transferred back into the glass container and placed back into the drying oven at 50°C. The remaining sample is allowed to completely dry and the material is weighed and recorded to yield the sand fraction. The silticlay fraction is calculated by subtracting the gravel/shell and sand fractions from the total analysis weight. MBC Applied Environmental Sciences, 3000 Red Hill Avenue, Costa Mesa, CA 92626 MBC SAMPLE ANALYSIS SUMMARY STATION LOCATION: 326 Via Lido Nord SAMPLE COLLECTION DATE: 3/21/2013 TEST METHOD: Sieve Analysis: Method 2 (Plumb 1981) COLLECTED BY: Intracoastal Dredging ANALYSIS START DATE: 3/25113 #15 Iv,4 #16 Bo Site Fill Site Total Dry Weight of Sample: 106.2 grams (g) 93.55 grams (g) Analysis Weight (Split Wt.): 51.31 g 46.31 g Visual Description: A brown/grey fine sand with A brown/grey fine sand with small shell hash/ small gravel no shell hash/ no gravel Fraction Fraction Fraction Fraction Weight % of Total Weight % of Total Gravel / Shell Hash Fraction: 0.06 g 0% 0 g 0% >2.0mrn (> -1c ) #10 Sieve Sand Fraction: 51.15 g 100% 46.14 g 100% <2.Omm >0.063mm (< -10 > 40) #230 Sieve Silt / Clay Fraction: 0.10 g 0% 0.17 g 0% <0.063mm (< 4) , Outline of sample collection and analysis: COLLECTION Samples collected by a hand coring device driven into a representative area of the dredge site and receiving beach. Stored in plastic containers and immediately delivered to the lab. SAMPLE PREPARATION Entire sample transferred into 1 liter glass containers, deionized water added, and mixed to desalt and disperse the sediment. The sediment is allowed to completely settle and the clear water is removed by siphoning. The sample is placed in a drying oven at 50°C and'occasionally stirred until the entire sample is completely dry. The dry sample is transferred to a desiccator for cooling. The sample is disaggregated and a Riffle sediment splitter is used to evenly split the sample to reduce the quantity of material to be analyzed to an allowable retention weight for the sieves. SAMPLE ANALYSIS The dry split fraction is processed through a # 10 U.S. standard sieve to remove the gravel/shell fraction of the sample. The material retained on the sieve is weighed and value recorded. The material passing through the # 10 sieve is wet sieved through a #230 sieve to remove the silt/clay fraction. The material retained on the sieve is transferred back into the glass container and placed back into the drying oven at 50°C. The remaining sample is allowed to completely dry and the material is weighed and recorded to yield the sand fraction. The silt/clay fraction is calculated by subtracting the gravel/shell and sand fractions from the total analysis weight. MOC Applied Environmental Sciences, 3000 Redhill Avenue, Costa Mesa, CA 92626 Eelgrass Survey Reporting Form This form is required to be submitted for any surveys conducted for the eetgrass, 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 eetgrass 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 eetgrass 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. Site Name: 1(342-398), Community Association dock at Via Genoa and Via Lido Nord (common reference) Lido Island, Newport Beach Survey Contact-,^ Mark Site (949) 675-1071 marklsites@yahoo.com (name, phone, e-mail) Permit Reference: ACOS Regional General Permit #54 (ACOE Permit No., CCC Permit No.) Hydrographic System: Newport Harbor (bay, estuary, lagoon, or harbor) Specific Location: (UTM, Lat./Long., N 33 36.898' datum, accuracy level, W117 55.163' attach electronic survey area map if possible) 1 11 Was Eelgrass Yes, Eelgrass was found at this site. Detected: XXX No, Eelgrass was not found at this site. Description of T Permitted Work: (describe briefly the work to be conducted at Maintenance dredging and beach restoration the site under the permits identified above) Eelgrass Survey Reporting Form (April 2009) Description of Site: Depth range: (describe the physical +7' MLLW to —8.5' MLLW and biological conditions within the survey area at the time of the survey and provide insight into variability, if known. Please provide units for all numerical information). F_ Substrate 11 Fine sand to mud over sand type: 1 11 Temperature: 11 68 F IF- JSalini#y:11 NA Dominant flora: Small amount of Enteromorpha, blue-green algae, and Corallina. Dominant Mussels on dock floats fauna: Exotic species None encountered: Other site description notes: !None Description of Survey Survey date June 6, 2013 1500-1540 Effort: and time (please describe the period: surveys conducted 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. Eelgrass Survey Reporting Form (April 2009) 2 3 Eelgrass Survey Reporting Form (April 2009) Horizontal 43 visibility in water: Survey type and SCUBA survey swimming 8 transects perpendicular methods: to the beach in the area of the dock, and 2 transect parallel to the beach within the submerged survey area. Beach area surveyed dry at low tide. Survey personnel: Mark Sites Survey [a;r—ea—terthan 70% density: Survey limitations: None Other Information: Project drawing, photos, and aerial attached. (use this space to provide any additional +2.0 slack tide information or references to attached materials such as maps, reports, etc.) 3 Eelgrass Survey Reporting Form (April 2009) ! Nt Jtf •t tK � �I � ` � t r• '� � _ ,.t"k aR t� "•l- s fJJ11, x 4 4. ��. � '�—� �='.,�\t \°ti•.�r� ,/d/ref , �i' � � ",. ]//�-_ • �, /.:ydj (� I ./ �• +� ; L f F��-+_'`�`�+I�y�/fj;))p7j/�//> if GA, � -a i _ . 7S�f`--�_ �' � It i ¢ ln. � .. � / > �... ,,, )}p .� 11/) �C=`1� F N•. k W 4 la !A J Alir 40 Lg Qo / r +A I •� r J� iJ (J 1� � ., % l�� _. ._ } � 1,• / p JJ� �`,.1 /1 / r p� � �.� :� �� Hyl ^, �/� �:`\Y ��\( � f i ;., • ._ � � d�� . �, i �'� .���, x ' 7C ` i � C.�i )�g� ;�M1�.;'� S,a�6;i ,��Cv p � • rl =e6TY OF NEWPORT SERCH CITY OF • t NEWPORT OERCH S OR �Y BOA QW-- -- T&'ISLRND BRYWEST 47 P)9c.rr Tr s VICINITY MRP imy � PROF I LE 1 ter, ` , TETT't SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVATIONS BASED ON MEAN LOWER LOW WATER. �/QF/R il�Cj7 FrTO�-,.P �0a0�GGF'� /QQ h44..i DksfoS+w t to 1-4 r /-'Zoo s� ��- 0 'S NRMEXIdo ISI4 LvAnmajj;j , S3�JJ �,rau ADDRESS Vr� 1 P/+p_ k PLAN V! EN I' = .31 � e �r JtTE13 . _CJ Caulerpa Survey Reporting Form This form is required to be submitted for any surveys conducted for the invasive exotic alga Caulerpa taxifolia that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers or Regional Water Quality Control Boards (Regions 8 & 9). The form has been designed to assist in controlling the costs of reporting while ensuring that the required information necessary to identify and control any potential impacts of the authorized actions on the spread of Caulerpa. Surveys required to be conducted for this species are subject to modification through publication of revisions to the Caulerpa survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). Report Date: June 7, 2013 Name of bay, estuary, Lower Newport Harbor lagoon, or harbor: Specific Location Name: Community Association dock at Via Genoa and Via Lido Nord (342-398), Lido Island, Newport Beach (address or common reference) Site Coordinates: N 33 36.898' (UTM, Lat./Long., datum, W 117 55.163' accuracy level, and an electronic survey area map or hard copy of the map must be included) Survey Contact: Mark Sites (949) 675-1071 marklsites@yahoo.com (name, phone, e-mail) Personnel Conducting Same Survey (if other than above): (name, phone, e-mail) Permit Reference: ACOE RGP #54 (ACOE Permit No., RWQCB Order or Cert. No.) Is this the first or second First survey for this project? Was Caulerpa Yes, Caulerpa was found at this site and Detected?: (if Caulerpa is found, please immediately has been contacted on date. contact NOAA Fisheries or CDFG personnel identified XXX No, Caulerpa was not found at this above) site. Description of Permitted Work: (describe briefly the Dredging and beach restoration. work to be conducted at the site under the permits identified above) Description of Site: Depth range: +7' MLLW to —8.5' MLLW Substrate type: Sand to mud over sand (describe the physical and biological conditions within the survey area at the time of the survey and provide insight into variability, if known. Please Temperature: 68 F Salinity: NA Dominantflora: lora: Blue-green algae, Corallina, and a small provide units for all numerical amount of Enteromorpha. information). Dominantfauna: Mussels on dock floats. Exotic species None encountered (including any other Caulerpa species): Other site None description notes: Description of Survey Survey date and June 6, 2013 1500-1540 Effort: time period: (please describe the surveys Horizontal 4' conducted including type of visibility in water: survey (SCUBA, remote Survey type and Surveillance level SCUBA survey covering video, etc.) and survey methods employed, date of work, and survey density (estimated percentage of the bottom actually viewed). methods: the entire project area, with beach area viewed dry. Two underwater transects of the project area were made parallel to the beach east and west of the dock, and eight transects were made perpendicular to the beach in the vicinity of the float. Describe any limitations Survey personnel. Mark Sites encountered during the survey efforts. Survey density: Greater than 70% Survey limitations: None Other Information: (use this space to provide Project drawing, photos, and aerial attached. additional information or +2.0 slack tide. references to attached maps, reports, etc.) Caulerpa Survey Reporting Form (version 1.2, 10/31/04) F•Q Plrr�! ,. I f C Ate.. I 106 ✓ Yf � '�_.. f ~�.4/,� f{ � ``X :• f Cyd sl'�a? 7 7,; M :� t7\ N '�� Q '>'� t ayr tea;` C/ ttl� `-;. •��` v� a �� � '; vim' r 1 T^ a� Lo Ilk 20 !t } ,%�� ` lli~'! a. �-��4,.<>Fa'(('%sY' c' � i'./,'' ,-qS• is �V a i xz o� e Ina TY OF NEWPORT BERCH CITY OF NEWPORT OERCH .5 ORT \ N1, �Y SAN ~� VICINITY MAP MY, mxmm t4�a 4 1 faDC) ro f®p frh aar' weer �i .ec�d[ PROF ILE 1� /09'cu c�s Jei1Y SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVATIONS BASED ON MERN LOWER LOW WRTER. )ks�oS�.t 1{ PLAN V I ISN 1 31 'S NRME1,,do 151e C.,ar+MV,,i j, tl TOB RAARESS ,q ; �wespwlenwa�w�Iw .Ys..wwbOYpi..gwww.e�wwww � �tiW PpR� O d, CITY OF NEWPORT BEACH HARBOR RESOURCES May 13, 2009 California Coastal Commission Attn: Karl Schwing 200 Oceangate, STE 1000 Long Beach, CA 90802-4416 Army Corps of Engineers Attn: Dan Swenson 915 Wilshire Blvd. Los Angeles, CA 90017 Santa Ana Regional Water Quality Control Board Attn: Adam Fischer 3737 Main Street, STE 500 Riverside, CA 92501-3348 RE: Regional General Permit No. 54 — Dredging Application Submittals Enclosed is the recent monthly batch of dredging applications for your approval, per the California Coastal Commission Permit 5-06-117 & Federal Consistency Certification CC -031-06, the Army Corps of Engineers Permit No. 54 (File No. 200501233 -DPS) and the Regional Water Quality Control Board General Certification Permit, $60 Regional Water Board check included for each application. All of these applications have been checked for accuracy and completeness as evidenced by the attached Dredging Application City Checklist. Thank you for your time in reviewing these applications. Please do not hesitate to call if you have any questions. Site addresses included Newport Aquatic Center- 1 White Cliffs Dr. Lido Isle Community Assoc.- Via Genoa & Via Lido Nord Lumpkin- 1519 E. Bay Ave. Goldsmith- 921 & 925 Via Lido Soud Ahern- 1306 & 13 10 E. Balboa Blvd. Sincerely, Lisa Walters Harbor Resources Technician (949) 644-3044 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644-3044 FX: (949) 723-0589 -Website: www.newport-beach.ca.us/HBR/ REPLY TO ATTENTION OF: Office of the Chief Regulatory Division -1- DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS OF ENGINEERS P.O. BOX 532711 LOS ANGELES, CALIFORNIA 90053-2325 June 2, 2009 Lido Isle Community Association c/o Lisa Walters City of Newport Beach, Harbor Resources Division 829 Harbor Island Drive Newport Beach, California 92660 To Whom it May Concern: This is in reply to your application (File No. SPL -2009 -00418 -MAS) dated May 19, 2009 for a Department of the Army Permit to discharge fill onto waters of the U.S., in association with dock dredging in Lower Newport Bay. The proposed work would take place at the Lido Isle Community Association dock at Genoa and Viahido Nord streets in Lower Newport Bay in the City of Newport Beach, Orange County, California (as shown on attached drawing). Based on the information you have provided, the Corps of Engineers has determined that your proposed activity complies with the terms and conditions of Regional General Permit (RGP) No. 54 -Maintenance Dredging, Beach Nourishment, and Dock Maintenance. As long as you comply with the general permit conditions of RGP No. 54 - Maintenance Dredging, Beach Nourishment, and Dock Maintenance, an individual permit is not required. Specifically, you are authorized to: 1. Dredge 215 cubic yards of material from 0.04 acres in Lower Newport Bay at Genoa and Viahido Nord streets using a 6" suction dredge. 2. Dredged material will be placed on170 linear feet of the beach at Genoa and -2- Viahido Nord streets. A general permit does not grant any property rights or exclusive privileges. Also, it does not authorize any injury to the property or rights of others or authorize interference with any existing or proposed Federal project. Furthermore, it does not obviate the need to obtain other Federal, State, or local authorizations required by law. Attached to this verification that your project is authorized by RGP 54 is an approved jurisdictional determination (JD). If you are not in agreement with that approved JD, you can make an administrative appeal under 33 CFR 331. Thank you for participating in our regulatory. program. If you have any questions, please contact Melanie Stalder at 213.452.3294 or via e-mail at Melanie.A.Stalder@usace.army.mil. Please be advised that you can now comment on your experience with Regulatory Division by accessing the Corps web -based customer survey form at: htt2://per2.nwp.usace.army.mil/survey.html. Sincerely, Daniel P. Swenson Senior Project Manager North Coast Branch Regulatory Division Enclosure -STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY ARNOLD SCHWARZENEGGER, Governor CALIFORNIA COASTAL COMMISSION South Coast Area Office 200 Oceangate, Suite 1000 Long Beach, CA 90802-4302 June 12, 2009 (562)590-5071 Mr. Chris Miller City of Newport Beach/Division of Harbor Resources 829 Harbor Island Drive Newport Beach, CA 92660 Subject: Condition Compliance — Coastal Development Permit 5-06-117 & Conformance with Consistency Certification CC -031-06 - DREDGING Dear Mr. Miller: Commission staff have received information submitted as evidence of compliance with Coastal Development Permit 5-06-117, and/or as evidence of conformance with Consistency Certifications CC -031- 06 for the following sites in the City of Newport Beach: Applicant Site Address Beach Ocean Cumulative Eelgrass Comments Disposal Disposal Total for Present Eelgrass Survey Qty+ Qty 2009 between 15 - Date/Expiration+;; (cu.yds) (cu.yds) 30 Feet of Caulerpa Survey disposal Date/Expiratio ntt footprint?§ Ne ort Aquatic 1 White Cliffs Drive 0 1000 No Eelgrass survey C ter 4/24/09 (expires 8/22/09); Caulerpa survey 4/24/09 7/23/09 Lido Isle Community Genoa & Via Lido Nord 215 0 No Eelgrass survey Association - 4/9/09 (expires 8/7/09)' Caulerpa survey 4/9/09 (expires 7/8/09 Lumpkin, Lillian 1519 E. Bay Avenue 85 0 No Eelgrass survey 4/9/09 (expires 8/7/09)' Caulerpa survey 4/9/09 (expires 7/8/09 Goldsmith, Bram 921 & 925 Via Lido Soud 214 0 No Eeigrass survey 4/9/09 (expires 8/7/09)' Caulerpa survey 4/9/09 (expires 7/8/09 Ahern, Tom 1306 & 1310 E. Balboa Blvd. 310 0 No Eelgrass survey 4/7/09 (expires 8/5/09)' Caulerpa survey 4/7/09 expires Not to Exceed 1,000 cubic yards per dredging and beach disposal event i Not to Exceed 1,000 cubic yards per dredging and off -shore disposal event $ Not to Exceed 20,000 cubic yards per year § If "Yes" then if eelgrass is present between 15-30 feet from the proposed dredge material disposal footprint (in any direction), then monitoring of the site for potential eelgrass impacts from disposal operations shall be required. "" All eelgrass survey/mapping efforts must be completed during the active growth phase for the vegetation (typically March through October) and shall be valid for -a period of 120 days with the exception of surveys completed in August - October. A survey completed in August - October shall be valid until the resumption of active growth (i.e., March 1). rr Caulerpa taxifolia surveys are valid for 90 days from date of survey Y CHIC NEWPORT HERC H CITY of NEWPORT BEACH &�IS�090N]AD (. % VICINITY NP OfM DRY, DUFCf IS pre tq,�1- �a' Syydy-.04fc.4t hv ct /10A r, Zk c 4 0.0 l Yf b�d$6C � — -71 =Y E s 3ETiY SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVATIONS BASED ON MEAN LOWER LOW WATER, L0 EES GRASS I�ISPER', krass within 15' of project rass within 15 - 30` of pr� q:= :el ras sn r�ect area ff signature -- T G C )�" qty` i inspection ®ate & Tim P142 lc -PLAP.1-VIEW .1w RPPLICANT'S NAME 4l,3(? ISLEU s JOB ADDRESS$,,,a a USG l�l o Yl�nr� DATE ,��/3 /Oq ORM Printer Friendly JD Form APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): 02 -Jun -2009 B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Los Angeles District, SPL-2009-00418-MAS-JD1 C. PROJECT LOCATION AND BACKGROUND INFORMATION: State : CA - California County/parish/borough: Orange City: Newport Beach Lat: 33.61497 Long: -117.91937 Universal Transverse Mercator Folder UTM List UTM list determined by folder location .• NAD83 / UTM zone 36S Waters UTM List UTM list determined by waters location • NAD83 / UTM zone 36S Name of nearest waterbody: Name of nearest Traditional Navigable Water (TNW): Pacific Ocean Name of watershed or Hydrologic Unit Code (HUC): 18070201 Page 1 of 5 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e.g., offsite mitigation sites, disposal sites, etch) are associated with the action and are recorded on a different JD form. D. REVIEW PERFORMED FOR SITE EVALUATION: Office Determination Date: 02 -Jun -2009 Field Determination Date(s): SECTION If: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION There are "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. Waters subject to the ebb and flow of the tide. Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: Lower Newport Bay supports Commerce and recreation B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There [ ] "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review areal TWater Name, Water Type(s) Present_ Lower Newport Bay I TNWs, including territorial seas b. Identify (estimate) size of waters of the U.S. in the review area: Area: 404.7005 (m2) Linear: (m) https://orm.usace.army.mil/onn2/f?p=l 06:34:767377872713210::NO:: 6/2/2009 ORM Printer Friendly JD Form c. Limits (boundaries) of jurisdiction: based on: Established by mean(average) high waters. OHWM Elevation: (if known) Page 2 of 5 2. Non-regulated waters/wetlands:3 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: SECTION 199: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs 1.TNW _ TNW Name Summarize rationale supporting determination: Lower Newport Bay Lower Newport Bay supports commerce and recreation 2. Wetland Adjacent to TNW Not Applicable. B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: [ ] Drainage area: [] Average annual rainfall: inches Average annual snowfall: inches (ii) Physical Characteristics (a) Relationship with TNW: Tributary flows directly into TNW. Tributary flows through [ ] tributaries before entering TNW. :Number of tributaries Project waters are [ ] river miles from TNW. Project waters are [ ] river miles from RPW. Project Waters are [ ] aerial (straight) miles from TNW. Project waters are [ ] aerial(straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: Identify flow route to TNW:5 Tributary Stream Order, if known: Not Applicable. (b) General Tributary Characteristics: Tributary is: Not Applicable. Tributary properties with respect to top of bank (estimate): Not Applicable. Primary tributary substrate composition: Not Applicable. Tributary (conditions, stability, presence, geometry, gradient): Not Applicable. https://onn.usace.army.mil/orm2/f?p=106:34:767377872713210::NO:: 6/2/2009 ORM Printer Friendly JD Form (c) Flow: Not Applicable. Surface Flow is: Not Applicable, Subsurface Flow: Not Applicable. Tributary has: Not Applicable. If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction: High Tide Line indicated by: Not Applicable. Mean High Water Mark indicated by: Not Applicable. (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality;general watershed characteristics, etc.). Not Applicable. (iv) Biological Characteristics. Channel supports: Not Applicable. 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Not Applicable. (b) General Flow Relationship with Non-TNW: Flow is: Not Applicable. Surface flow is: Not Applicable. Subsurface flow: Not Applicable. (c) Wetland Adjacency Determination with Non-TNW: Not Applicable. (d) Proximity (Relationship) to TNW: Not Applicable. (ii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Not Applicable. (iii) Biological Characteristics. Wetland supports: Not Applicable. 3. Characteristics of all wetlands adjacent to the tributary (if any): All wetlands being considered in the cumulative analysis: Not Applicable. Page 3 of 5 https:Honn.usace.army.mil/orm2/Dp=l 06:34:767377872713210::NO:: 6/2/2009 ORM Printer Friendly JD Form Page 4 of 5 Summarize overall biological, chemical and physical functions being performed: Not Applicable. C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Significant Nexus: Not Applicable D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERSPNETLANDS ARE: 1. TNWs and Adjacent Wetlands: Wetland Name 1 Lower Newport Bay TNWs, including territorial seas Total: 2. RPWs that flow directly or indirectly into TNWs: Not Applicable. Size (Linear) (m) I Size (Area) (m2) 404.6856 ..__._.................. 0 404.6856 Provide estimates for jurisdictional waters in the review area: Not Applicable. 3. Non-RPWs that flow directly or indirectly into TNWs:8 Not Applicable. Provide estimates for jurisdictional waters in the review area: Not Applicable. 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. Not Applicable. Provide acreage estimates for jurisdictional wetlands in the review area: Not Applicable. 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs: Not Applicable. Provide acreage estimates for jurisdictional wetlands in the review area: Not Applicable. 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs:. Not Applicable. Provide estimates for jurisdictional wetlands in the review area: Not Applicable. 7. Impoundments of jurisdictional waters:9 Not Applicable. E. ISOLATED [INTERSTATE OR INTRA -STATE] WATERS INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS:10 Not Applicable. https:Honn.usace.anny.mil/orm2/Dp=l 06:34:767377872713210::NO:: 6/2/2009 CIRM Printer Friendly JD Form Page 5 of 5 Identify water body and summarize rationale supporting determination: Not Applicable. Provide estimates for jurisdictional waters in the review area: Not Applicable. F. NON -JURISDICTIONAL WATERS. INCLUDING WETLANDS If potential Wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements: Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce: Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based soley on the "Migratory Bird Rule" (MBR): Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction (Explain): Other (Explain): Provide acreage estimates for non -jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (ie., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment: Not Applicable. Provide acreage estimates for non -jurisdictional waters in the review area, that do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Not Applicable. �SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (listed items shall be included in case file and, where checked and requested, appropriately reference below): Data �ievi®wed Source Label 1 Source Description --Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant _ RGP 54 Application 2009 -00418 -MAS B. ADDITIONAL COMMENTS TO SUPPORT JD: Not Applicable. 1 -Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 -For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally" (e.g., typically 3 months). 3 -Supporting documentation is presented in Section III.F. 4-1\lote that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West. 5 -Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. 6-A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. 7-Ibid. 8 -See Footnote #3. 9 -To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. 10 -Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. https:Honn.usace.anny.mil/orm2/Pp=l 06:34:767377872713210::NO:: 6/2/2009 HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 718-1844 Fax (949) 723-0589 www.newport-beach.ca.us/hbr DREDGING APPLICATION CITY CHECKLIST Applicant Name: L 1%d o �. C—oynnvy %A^% Project Site Address: V1 C, C=)C MOO. 1 0. ® Applicant address, phone number lel Agent & Contractor name, address, phone number (if applicable) Project site address l Assessor's parcel number ® Dredge site latitude and longitude Disposal site: DI Beach disposal latitude and longitude ❑ Ocean disposal LA -3 Purpose and final goal of dredging ® Method of dredging. Vessel and equipment description. �l Vessel(s) Captain, Dredging & Disposal Inspector I� Cubic yards dredged and disposed ( must be less than 1,000 cy.) l$I Area impacted (in acres) If beach disposal, linear feet of affected beach area �J Dredging and Disposal Operations Schedule ® Scaled drawings (plan view and cross sectional view) ® Site address ® Location within the Harbor 0 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644-3034 FX: (949) 723-0589 •Website: www.newport-beach.ca.us/HBR/ Dredging Application City Checklist Page 2 DO Location of existing dock structures 19 Location of existing dock structures on adjacent properties Location of Bulkhead, Pierhead and Project Lines ® Dredge depth (limited to -7 MLLW with a 1' allowable overdraft) Photo(s) of dredge and disposal areas at low tide (including 30' buffer area) Eelgrass Survey ® Survey for presence of eelgrass within 30' of the entire project area ❑ Yes ® No Eelgrass within 15' of entire project area. Project not permitted. ❑ If ocean disposal and eelgrass is located greater than 15' from the project area, then no further monitoring required ® If beach disposal and eelgrass is not located within 30' of the project area, then no further monitoring is required ❑ If beach disposal and eelgrass is located between 15' and 30' from the project area, then pre- and post -monitoring is required ❑ Pre -monitoring survey attached ❑ Post -monitoring survey attached. Date submitted: Eelgrass Stamp Caulerpa Survey ® Survey for Caulerpa within 30' of the entire project area ® Grain Size Analysis I� (1) sample per 1/ acre and / or at least (1) sample at dredge site and (1) sample at beach disposal site (if applicable) �I Beach disposal: ® Sample(s) must be at least 80% sand, or; ❑ At least 75% sand and within 10% of the sand content of the receiver beach ❑ Ocean Disposal: ❑ Sample(s) must be less than 80% sand Project is over (check one box): 9 City Tidelands Dredging Application City Checklist Page 3 ❑ County Tidelands (State Lands Commission Dredge Lease Approval) ❑ If applicable, check one box: ❑ The Irvine Company owner's approved area ❑ Bay Island owner's approved area ❑ Dover Shores owner's approved area ❑ Linda Isle owner's approved area Check made payable to The City of Newport Beach ® Check for $60 made payable to Santa Ana Regional Water Quality Control Board ® Signed application ® Neighbor notification POST DREDGING ❑ Post Dredging Report. Date submitted: ❑ Post eelgrass monitoring (if applicable) PoR tQ CALF Fo R��P May 13, 2009 California Coastal Commission Attn: Karl Schwing 200 Oceangate, STE 1000 Long Beach, CA 90802-4416 Army Corps of Engineers Attn: Dan Swenson 915 Wilshire Blvd. Los Angeles, CA 90017 CITY OF NEWPORT BEACH Santa Aria Regional Water Quality Control Board Attn: Adam Fischer 3737 Main Street, STE 500 Riverside, CA 92501-3348 HARBOR RESOURCES RE: Regional General Permit No. 54 — Dredging Application Submittals Enclosed is the recent monthly batch of dredging applications for your approval, per the California Coastal Commission Permit 5-06-117 & Federal Consistency Certification CC -031-06, the Army Corps of Engineers Permit No. 54 (File No. 200501233 -DPS) and the Regional Water Quality Control Board General Certification Permit, $60 Regional Water Board check included for each application. All of these applications have been checked for accuracy and completeness as evidenced by the attached Dredging Application City Checklist. Thank you for your time in reviewing these applications. Please do not hesitate to call if you have any questions. Site addresses included Newport Aquatic Center- 1 White Cliffs Dr. Lido Isle Community Assoc.- Via Genoa & Via Lido Nord Lumpkin- 1519 E. Bay Ave. Goldsmith- 921 & 925 Via Lido Soud Ahern- 1306 & 13 10 E. Balboa Blvd. Sincerely, Lisa Wafters Harbor Resources Technician (949) 644-3044 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644-3044 FX: (949) 723-0589 *Website: www.newport-beach.ca.us/HBR/ Print Form HARBOR RESOURCES DIVISION v.6-22-07 `r 829 Harbor Island Drive Newport Beach, CA 92660 (949) 644-3044 Fax (949) 723-0589 n .. It \vw. .nesvport-heach.ca. LIS/hbr Regional General Permit 54 CDP 5-06-117 & CC -031-06 Corps File No. 200501233 -DPS Water Board Consistency Permit Valid Until October 4, 2011 Applicant Name, Address, Phone Number: IY76'.r- K Se P -S 9rY9 x"3.3-0 993 e e !l 10L p /-5/,e Co rn ma h �J �/.SSOG/a i0 r1 701 U/q—L�do Sd qd / ea. c C4 92643 94/9 4Z3 - /70 P.D.,Box q5,qyg b7S_/a 70 oF��ce A./,6oC. /.S /"id, Cq 724 6 Agent & Contractor Name, Address, Phone Number (if applicable): IY76'.r- K Se P -S 9rY9 x"3.3-0 993 e e !l P.D.,Box q5,qyg b7S_/a 70 oF��ce A./,6oC. /.S /"id, Cq 724 6 Project Site Address: Assessor's Parcel Number: /.0 A. do /< g 6e in g o- t i t,-,, 10 /z/0 "J. LI -12-5 9 0/ 1!. z(4 Dredge Site: Latitude304 36 . d l �/y Longitude �� 7 v��� �6� (� Disposal Site Beach Disposal: Latitude 2 p �J� 3 6 , �f� Longitude (— Ocean Disposal (LA -3): Latitude 33'31'00" Longitude 117'5313011 Purpose and Final Goal of Dredging (Effect on Bulkhead and Beaches): �cQ LOA boy f,s .�s� 1'es 41-e sa*l90 d ear A os5 Regional General Permit 54 Dredging Application �z Method of Dredging (Hydraulic, Clamshell, Tractor etc...), Vessel and Equipment Description: Vessel(s) Captain Dredging Operations Inspector Disposal Operations Inspector Cubic Yards Dredged and Disposed (Must be less than 1,000 cy. total): Area Impacted (in acres): If Beach Disposal Is Used, Linear Feet of Affected Beach Area: p.1 Acres 70 Linear Feet Estimate of Quantity of Material Dredged From or Disposed Onto the Site From Previous Activities: [-?--oo ck. oz.s IN 1913 Dredging and Disposal Operations Schedule: p oCa d �1' �✓`e�X �r� ¢✓�iCtn e�''/►�f �+ OeOt>a.l Please submit the following on a separate page. Use the check boxes to ensure a complete application is filed. Incomplete applications will not be processed. I✓ Scaled drawings of the project and disposal areas (plan view and cross sectional view) F/ Site address (✓ Location within the Harbor i-✓ Location and physical dimensions of existing structures on subject site (e.g. float, pier, gangway, pile and bulkhead) F/ Location and physical dimensions of existing structures on adjacent properties F/— Location of Bulkhead, Pierhead and Project Lines (—/ Dredge depth (limited to -7 MLLW with a P allowable overdraft) (✓ Photo(s) of entire dredge and disposal areas at low tide (including 30' buffer area), with emphasis on eelgrass Regional General Permit 54 Dredging Application Page 3 Eelgrass Survey - Completed by a Certified Eelgrass Diver A. Survey for the presence of eelgrass within 30' of the entire project area (dredge and disposal site) B. If eelgrass is within 15' of project area, then the project will not be permitted. (An Individual Permit must be sought.) C. If ocean disposal: • Any eelgrass must be located greater than 15' from project area • No further eelgrass monitoring is required D. If beach disposal: • If eelgrass is not present within 30' of the project area, then no further monitoring is required • If eelgrass is present between 15' to 30' of the disposal project area, then pre- and post -monitoring is required. See Harbor Resources website for pre - and post -monitoring requirements ort-bL: ich.ca.uslilb !� Caulerpa Survey - Completed by a Certified Caulerpa Diver A. Survey for Caulerpa within 30' of the project area (dredge and disposal site) Grain Size Analysis A. (1) sample per'/4 acre and / or at least (1) sample at dredge site and (1) sample at beach disposal site (if applicable) B. If beach disposal, sample(s) must be at least 80% sand 1— Project is over (check one box): i ✓ City Tidelands F County Tidelands (State Lands Commission Dredge Lease Approval) F If applicable, check one box: lT The Irvine Company owner's approved area F Bay Island owner's approved area F Dover Shores owner's approved area F Linda Isle owner's approved area f✓ Check made payable to The City of Newport Beach (See Harbor Resources website for appropriate fees) i// Check for $60 made payable to Santa Ana Regional Water Quality Control Board Project areas at the Rhine Channel, Newport Island, Promontory Bay, the West Lido Channel or from within 1,000 feet in any direction from the 15"' Street public pier are not eligible for dredging under this Permit. Regional General Permit 54 Dredging Application Page 4 11 S(Applicant / Agent), hereby certify that the information on this application is accurate and complete. I also certify that I have read the California Coastal Commission Permit 5-06-117 & Federal Consistency Certification CC -031-06, the Army Corps of Engineers Regional General Permit No. 54 (File No. 200501233 -DPS) and the California Regional Water Quality Control Board General Certification for Regional General Permit No. 54 for maintenance dredging in Newport Harbor and that I will comply with all of the conditions in those permits. I also certify that by acceptance of this Permit, the applicant acknowledges and agrees that the site may be subject to hazards from waves and erosion. I will further hold the City of Newport Beach harmless from and indemnify the City against any claim for damages arising out of the exercise of these permits. In addition, I shall reimburse the City of Newport Beach for all attorney's fees and other costs expended by them in defending any claim, lawsuit, or judgment arising out of the activities of the applicant carried on under the authority of such Permit. I understand that any work authorized must be completed by October 4, 2011 after which a new authorization is required. I also understand that the applicant will submit a Post Dredging Completion Report no later than 30 calendar days after completion of each dredging project. All work scheduled to be completed before 7:00 AM or after 6:00 PM (Monday - Saturday) or on Sundays or holidays must be approved by Harbor Resources. Per the RGP Permit, all dredging applications will be processed by the various agencies through monthly batch submittals sent to them by Harbor Resources. Therefore, all dredging applications must be submitted to and received by Harbor Resources by the 15tMondU of every month Applications submitted prior to this deadline are encouraged and appreciated. g,�n t:! ) moi/ Z/ 3 and / or Agent Signature Date General Information for RGP 954 Contractor: Mark Sites dba Intracoastal Dredging Service, (949) 675-1071 Email: marklsites@yahoo.com yahoo.com License information: California State Contractor 9460235 Classification: "A" (General Engineering),"HAT"(Hazardous Remediation) Equipment: Shop built, 6", plain suction, 110 horsepower, hydraulic dredge, 22' X 11'. Operator: Mark Sites _ - ExperienceA9M-to-present-on_abovz-equipment — -- ---- Other: No barges or tugs are used. Typically, sand is pumped through a plastic pipeline to a nearby beach disposal / restoration site. CITY OF NEWPORT BERCH TY OF VNEWART BERCH rNMRT (D BAY ISLJ9ND DRY "RcTp.rC PIER REST VICINITY MRP JEM NOfM BRY, CR-FMIFI 41AC 4 7Cj -e Q-6 APPLICANT'S NRME 41,0() 1_5L 1q S-:910 415' -7 fo 7 ERST im SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVATIONS BASED ON MEAN LOWER LOW WATER, , q_5.Sqjl JOB ADDRESS EEL GRASS INSPECT V * Eelgrass within 15' of projeci * Eelgrass within 15 - 30' of pr=:11.--.�,,,,,.,,,. ,)qNo Eel ra in ro ect area Signature 109 1�-42:j C !2-d Inspection ®ate & Tim., P4 K P V I EW_ 11 ff = 163- TDATE..z.L /,(.!p /^n MSC SAMPLE ANALYSIS SUMMARY STATION LOCATION: L.I.C.A. dock at Genoa and Via Lido Nord SAMPLE COLLECTION DATE: 4/9/2009 COLLECTED BY: Intracoastal Dredging A DREDGE SITE Total Dry Weight of Sample: 507.95 grams (g) Analysis Weight (Split Wt.): 60.21 g TEST METHOD: Sieve Analysis: Method 2 (Plumb 1981) ANALYSIS START DATE: 4/10/2009 B RECEIVING BEACH 62.31 grams (g) 62.31 g Visual Description: A dark grey/brown fine sand A light grey very fine sand with gravel and shell hash. with no shell hash. Fraction Fraction Fraction Fraction Weight % of Total Weight % of Total Gravel / Shell Hash Fraction: 0.36 g 0.00% 0.00 g 0% >2.Omm (> -1 �) #10 Sieve Sand Fraction: 58.73 g 98% <2.Omm >0.063mm ( < -1$ > 4�) 62.18 g 100% #230 Sieve Silt / Clay Fraction: 1.12 g 2% 0.13 g 0% <0.063mm (< 4 J) Outline of sample collection and analysis: COLLECTION Samples collected by a hand coring device driven into a representative area of the dredge site and receiving beach. Stored in plastic containers and immediately delivered to the lab. SAMPLE PREPARATION Entire sample transferred into 1 liter glass containers, deionized water added, and mixed to desalt and disperse the sediment. The sediment is allowed to completely settle and the clear water is removed by siphoning. The sample is placed in a drying oven at 50°C and occasionally stirred until the entire sample is completely dry. The dry sample is transferred to a desiccator for cooling. The sample is disaggregated and a Riffle sediment splitter is used to evenly split the sample to reduce the quantity of material to be analyzed to an allowable retention weight for the sieves. SAMPLE ANALYSIS The dry split fraction is processed through a # 10 U.S. standard sieve to remove the gravel/shell fraction of the sample. The material retained on the sieve is weighed and value recorded. The material passing through the # 10 sieve is wet sieved through a #230 sieve to remove the silt/clay fraction. The material retained on the sieve is transferred back into the glass container and placed back into the drying oven at 50°C. The remaining sample is allowed to completely dry and the material is weighed and recorded to yield the sand fraction. The silt/clay fraction is calculated by subtracting the gravel/shell and sand fractions from the total analysis weight. MBC Applied Environmental Sciences, 3000 Red dill Avenue, Costa Mesa, CA 92626 Vi 4 O Debris Management Plan / /e11, Deck W6Pttcxr I-PW4 The sand to be removed from this site is quite clean, with little debris present. This observation comes from past dredging projects at this site. The dredge itself will not pass anything larger than a 4" sphere. Smaller objects, such as shells and cobble, may be pumped to the beach with the sand where they would be difficult to remove before becoming buried. However, shells are a common component of all bay beaches. Most trash, such as plastics, bottles, and old boat covers, becomes lodged in the intake nozzle and creates a clog. The pumping operation is temporarily stopped while the nozzle is lifted and the debris removed and placed to the side for later disposal. Some smaller trash can pass through the pipeline and be deposited along with the sand on the beach. Being lighter than the sand, most of it tends to wash to the sides of the deposited sand along with the tail -water. After the dredging operation is complete, the beach is generally raked in order to level out high and low areas, and to remove any trash that might be on the beach. In addition, any lighter trash that has washed to the sides of the deposited fill is picked up as the tide drops and properly disposed of. Eelgrass Survey Reporting Form (Version 1.0, June 20, 2003) This form is required to be submitted for any surveys conducted for the eelgrass, Zostera marina, that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers and the Coastal Commission. The form has been designed to assist in identifying eelgrass while ensuring that the required information is consistently documented. Surveys required to be conducted for this species are subject to modification through publication of revisions to the eelgrass survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service, (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). Site Name: Lido Island Community Association dock at Genoa and common reference) is Lido Nord, Newport Beach Survey Contact: name, phone, e-mail) Mark Sites 949 675-1071 marklsites@yahoo.com Permit Reference: ACOE Permit No., R-WQCB Order or Cert. No.) RGP #54 rographic System• estuary, lagoon, or ray 11 r) -ower Newport Harbor pecific Location: TM, Lat./Long., datum, N 33 36.898 ccuracy levet, attach W 117 55.162 lectronic survey area map if ssible as Eelgrass Detected: Yes, Eelgrass was found at this site. XXX No, Eelgrass was not found at this site. Description of Permitted Work: Maintenance dredging / beach restoration describe briefly the work to e conducted at the site under he permits identified above) Description of Site: epth range: describe the physical and +7.6' to -8' MLLW biological conditions within he survey area at the time of e survey and provide insight nto variability, if known. Please provide units for all numerical information). ubstrate e:Sand to mud over sand Temperature: 63 F Salinity: NA Dominant ora: None Dominant fauna: Mussels on dock floats and pile. Exotic species encountered. • None then site scriptionone rotes: Description of Survey Survey date Effort: and time April 9, 2009 1340-1430 Lease describe the surveys eriod.' conducted including type of survey (SCUBA, remote deo, etc.) and survey methods employed, date of work, and survey density estimated percentage of the ttom actually viewed). scribe any limitations countered during the Vu rve efforts. orizontal sibility in iter:: Z a Survey type and methods: SCUBA survey following 2 transects parallel to shoreline offshore of sand disposal site. Swam 6 transects perpendicular and 2 transects parallel to horeline in dredging area around dock float. Much f the AOE was viewed dry due to low tide. Survey personnel: Mark Sites rvey Iunsity: Over 40010 urvey imitations: Poor visibility due to turbidity caused by Upper ewport Bay dredging and heavy tug and barge [ffi a C. her Information: use this space to provide any +I.4' MLLW ebb tide additional information or references to attached aterials such as maps, Drawing, map, and aerial attached reports, etc.) Eelgrass Survey Reporting Form (version 1.0, 6/17/03) 3 Y OF NEWPORT .EACH r VNEINIPOPT OF BERCHkaT ��,%V P�PORT BAY F � ,r ten, `:�pnp�i NE{ ETT ` PPIIExR C Q� AQ OA cad ER t BAY b 6a' els S \ �,� to -7t 4lEST 't\ JETTY JE E�TTTI' SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVATIONS BASED ON MEAN LOWER LOW WATER. ��L• B /J�s�a54 j- Z�sjgY yr�CS - . Ob �cr 04 Bw_1kti�. L��.e y C7`a� (-'AlLCQ) 17 P14kK PL Vi 1" = APPLICANT'S NAME /� JS L v JOD RDDRESS Ga Ai U, L,A n1DATE hF n + { { a� N F k 6 6 Y 1 1{ j. i`,..y� Cid y.�/ r�t� \` !/. \ _-. 4' fr � � .�•:r' oR �rrfR"� _ Zr k E-jC-�.J tit=_7. E�A EH V �s - \1( .1. J 1 `, , /.` ,(i7 '/ „''.:•,. �`�,.?'.���� /l _ "� - � �_ -``° Y Ott � � 'r Rf O 2A\• \./ tq z ` 1. oa a w a tri x`�. Caulerpa Survey Reporting Form This form is required to be submitted for any surveys conducted for the invasive exotic alga Caulerpa taxifolia that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers or Regional Water Quality Control Boards (Regions 8 & 9). The form has been designed to assist in controlling the costs of reporting while ensuring that the required information necessary to identify and control any potential impacts of the authorized actions on the spread of Caulerpa. Surveys required to be conducted for this species are subject to modification through publication of revisions to the Caulerpa survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). Report Date: April ll; 2009 Name of bay, estuary, lagoon, or harbor: Lower Newport Harbor Specific Location Name: (address or common Lido Island Community Association dock at reference) l Genoa and via Lido Nord Site Coordinates: (UTM, Lat./Long., datum, IN 33 36.898' accuracy level, and an W 117 55.162' l electronic survey area map 1 or hard copy of the map J must be included) l Survey Contact: (name, phone, e-mail) Mark Sites 949 675-1071 marklsites yahoo.com Personnel Conducting Survey (if other than 11 above): (name, phone, I e-mail) same II Permit Reference: (ALOE Permit No., RWQCB Order or Cert. No.) ACOE RGP #54 Is this the first or second survey for this project? first Was Caulerpa Yes, Caulerpa was found at this site and Detected?: (if Caulerpa is found, please immediately has been contacted on date. contact NOAA Fisheries or CDFG personnel identified XXXXXXXXX above) No, Caulerpa was not found at this site. Description of Permitted Work: (describe briefly the Maintenance dredging of existing Association dock to prevent work to be conducted at the damage from grounding at low tide. site under the permits identified above) Description of Site: Depth range: +7.5' to — 8' MLLW Substrate type: Sand to mud over sand (describe the physical and biological conditions within the survey area at the time of the survey and provide insight into variability, if known. Please Temperature: 63 F Salinity: NA Dominant flora: provide units for all numerical None information). Dominant fauna: Nfussels on dock floats and pile Exotic species encountered (including any None other Caulerpa species): Other site description notes: None Description of Survey Survey date and Effort: timeperiod: Aril 9, 2009 1340-1430 Horizontal (please describe the surveys conducted including type of visibility in water: 2' survey (SCUBA, remote video, etc.) and survey methods employed, date of work, and survey density (estimated percentage of the bottom actually viewed). Survey type and methods: Surveillance level SCUBA survey. Followed 2 transects parallel to shoreline offshore of sand disposal site. Swam 6 transects perpendicular and 2 transects parallel to shoreline in dredging area around dock float. Much of AOE was viewed dry because of the low tide. Survey personnel. Describe any limitations encountered during the Mark Sites survey efforts. ISurvey density: l Over 40% Survey limitations: Poor visibility due to Upper Bay dredging and heavy tug traffic. Other Information: (use this space to provide +1.4' MLLW ebb tide additional information or Drawing and aerial attached j references to attached maps, { reports, etc.} Caulerpa Survey Reporting Form (version 1.2,10/31/04) C� TY of NEWPORT NERC H it TE CITY OF _ NEWPORT BEACH RMT ,, R — �� t�fY{PORT BAY B�_L HRY 34d 4 d \ to -7l TEST VICINITY MRR BETTY E111, ��u. ar�� . f'r�r"� rr Mv,'gR JETTY SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVATIONS BASED ON MEAN LOWER LOW WATER. 04 — j0r.eJq m ��d3 sq yds - .0'4 4t d/® {-a f -- y66 s9 yds D, l R cry 6,�, A---�k—.L- - APPLICANT'S NRME 41 j)o /.5L JOB ADDRESS aj—j�— — — — — P19 IZ K a VIEW 11 DATE ,j. /i /.n n I.' a a o - q tR VR/ E --A AZZ Ac I rO, 77 I 0-1/2" ----- (15-11 1/2" conc. t0 conc.) OVERALL DIMENSIONS SCALE : '5/i(0 = 1'- 0' 77 .. A IA/AI COC "S-55" PILE HOOPS (USE CUT WASHERS 0 MACH. BC 12.` [.t' VIL.c- SECTION N.T.S. 3/4" THRU ROD w/Hti & PW . -16M RUB STRIP NAIL ON w/16D COMMON 0 12' O.C. STAGGERED Z /A"eA ., 1 _�'-0 1 /A" In TR I VL_ NOTES: * 3 3/4" THRU ROD/INSERT ELEVA.fION— TYP. * THE FOLLOWING ITEMS TO BE SUPPLIED: 1. 4 ea.— 12" STD. DUTY CLEATS 2. MIN. 46 In. ft. OF VINYL DOCX BUMPERING ( IN 8' LENGTHS ) 3. 2 ea. VINYL CORNER BUMP1'RS 4. 8 ea. PILE ROLLERS (4 per PILE) 5. MISC. HARDWARE— BOLTS, NUTS, NAILS ETC. ( SEE MAT'L LIST FOR SPECIFIC SIZES, TYPES & QUANTITIES ) WOOD TYPICAL BOTH SIDES. U.N� �',3 r`'� .x, "..; r "E til .74 tl��cr��i l�■� i"1. " Si"�t't`` rt 4,1 ` t,J� iUC1�yt... ir► 2 ea. FIELD TRIM (SAME 0 OTHER END) SECTION N.T.S. Fes- D'TE�D� 3/4" ox 6-1/2" M.B. w/PW 0 INSERTS -16M RUB STRIP . ON w/16D COMMON 12" O.C. STAGGERED ROVAL 0 a4E` /7% - le � T 7— -L- 5-r- - 7-- -7- —L- / r / r r OVERALL DIMENSIONS SCALE : '5/i(0 = 1'- 0' 77 .. A IA/AI COC "S-55" PILE HOOPS (USE CUT WASHERS 0 MACH. BC 12.` [.t' VIL.c- SECTION N.T.S. 3/4" THRU ROD w/Hti & PW . -16M RUB STRIP NAIL ON w/16D COMMON 0 12' O.C. STAGGERED Z /A"eA ., 1 _�'-0 1 /A" In TR I VL_ NOTES: * 3 3/4" THRU ROD/INSERT ELEVA.fION— TYP. * THE FOLLOWING ITEMS TO BE SUPPLIED: 1. 4 ea.— 12" STD. DUTY CLEATS 2. MIN. 46 In. ft. OF VINYL DOCX BUMPERING ( IN 8' LENGTHS ) 3. 2 ea. VINYL CORNER BUMP1'RS 4. 8 ea. PILE ROLLERS (4 per PILE) 5. MISC. HARDWARE— BOLTS, NUTS, NAILS ETC. ( SEE MAT'L LIST FOR SPECIFIC SIZES, TYPES & QUANTITIES ) WOOD TYPICAL BOTH SIDES. U.N� �',3 r`'� .x, "..; r "E til .74 tl��cr��i l�■� i"1. " Si"�t't`` rt 4,1 ` t,J� iUC1�yt... ir► 2 ea. FIELD TRIM (SAME 0 OTHER END) SECTION N.T.S. Fes- D'TE�D� 3/4" ox 6-1/2" M.B. w/PW 0 INSERTS -16M RUB STRIP . ON w/16D COMMON 12" O.C. STAGGERED ROVAL 0 a4E` /7% - le � 3'x 8' WALERS 3/4' PLYWOOD ( W-31) I !!II 1' HENDERSON /611 HO PILE ROLLER ASSY :1 , u A► 2' x 3' STEEL WELDMENT ( R-30 ) 3/4"0 THRU ROD w/CW 0 STEEL 3/4" PLYWOOD ( W-30 ) 3/4" 0 THRU ROD W. HENDERSON #611 HD PILE ROLLER ASSY 3/4' PLYWOOD 3/xW 4' C.B. w/HN& CO O I I I 1 , I 1 E ` 1/2' 0 x 2' MB 3/8' 0 x 2 1/4' CB 3/4'0 x 1 1/2' Me -j/ w/HN & CW(2) w/HN & CW w/CW O STEEL SEM, ON A -A 3/4' 0 x 1 1/2' MB w/CW 0 INSERTS STEEL PILE RING (Q-10) A i14 x 2" F.H. S.S. WOOD SCREWS 3/4" Ox 6 1/2" M8 w/HN, PW & CW 3/4" PLYWOOD 3/8" 0 x 2 1/4" C.B. w/HN & CW 3/4'0 THRU ROD w/CW O STEEL STEEL WELDMENT ( B-30 ) HENDERSON #611 HD PILE ROLLER ASSY 3/4" PLYWOOD-- - - - 3'x 8" O ) I O ` I , , 1 I I \\1` 1/2* 0 x 2' MB w/HN & CW(2) 3/8" Ox 2 1/4" CB w/HN & CW �- 2"x 3" LEDGER BOARD ( FIELD FAB. ) STEEL PILE RING ( 0-10 ) 3/8" Ox 2 1/4" CB w/HN & CW #14 x 2" S.S. F.H. WOOD SCREW 2"x 8" FASCIA ( w-20 ) i ¢14x 2" S.S. F.H. WOOD SCREW 3/4" Ox 6 1/2' M8 w/HN, PW & CW INTERNAL PILE A DETAIL HENDERSON 1611 HD PILE ROLLER ASSY #14x 2" S.S. F.N. WOOD SCREW 3/8" 0 x 2 1/4* C.B. w/HN & CW 2" x 8" ENDBOARD ( w-20 ) TRIANGLE e FRAME 3 ASSEMBLY PLYWOOD NOTES PLYWOOD TO BE 3/4" 'SQ#L (MADE' LC" DOGTY UVI AYED WITH NON-SKD. RADIUS TOP EDGES and SEAL TOP EDGES W11H NON-SKD. 45' 45' 4'x 4' TRI. 2'x 8' S4S O O O �\ l� 11 3/8- V -I1 7/8' 2'-0' 11 3 8" \� W-20 5'-10 5/8" 2 REU'0 1/16"o NOTES c 'v W-30 (AS SHOWN) 1 REQ'D 3/4, P -y"Joo L) HENDERSO DOCK HOLES FOR WOOD ScRRm 90• NO FU4t74- S 3f2" LESS TFC LUE7f"amvs)w7-<t"*,,, {v } J JV/4" TO FttST IfOlf /,/ i (/ 4 Vr' LESs TIW4 NOM. l2}AN, `1,g 2- 12 4" TO FF(ST ME � Y oR Y wp. Kw 1/2 LOW THAN NOM. IS mw -tFfOIE rfK-sE cti x BELOW) L-{NOidF k w=tl H Ft2T �i -( tWr, L FKYE SPACW-SEE Q*WT BMOTACM-L LD VVAR" ME O 'V' MUaoto T-(NOA4Nu. n11CaESs ViDTH N mts) NO ODLNfIlMaf AT TIC END OF 80AMOAP nis VFD OF BOARD VA04 MEN 'Y' 6 USED AT L14D y OF DES"IlOtL r' is tate Ai L34D Of DEUGt4ATxxt v Ia 38-h(.V4 = 140 Cb. FRST 4 Hxf.S Iw. 38-8AY4 OAP 1 3/4" PAST 4th HOLE 38-WV6 = NO C9 fRST 6 IDLES :(' • ,. Ll EL HOLES . 12" O.C. I,E ----1--�-- L ` .E.L EL HOLfiS . 12" O.C. E. 8 T17R NOTE tub HpAc na S rWl8=84K(l'tq A 1'10 Now is � f4 sr�fro.Ao ALL WOOD To BE 4 M 1 MMM 8c C.C.A 4 TREATED AT A p.nf. NOW F >> j•>e" 2 4" 1 1 4" 3 31V'31V'f4�TEMION O 3 4" 4" • .nrs ar .rats •__ _ -4.. txx+t" E a 3/4" STANDARD u 4" 4 --L1---..--- f' --. NOfE___ _-.... _ N(kC a "w.r n .r.0 1fQUD W-31 (AS SHOWN) 3 REQ'D ' '"• S.S. NAILS O.C. VINYL DOCK BUMPER (HENDERSON #302 ) STD. HOILS FOR p4 x Y WOW SaC*S FOR APPROVAL i oai[ ar 1/4" S.S. NAILS 8" O.C. LG. MB w/I4h &rSO.., CNT WASHER W2 M 0 SO _c c � � wr, U O a �r -- cd u H V�q Mae d� z 5; =3 o 4- �,Q 8mm 7/16"0x 1' LG. MAX. DIFFERENCE SLOTTED HOLES ® & Q - 3„ (TO MISS HOLES) NOTES: FAB FROM STEEL ASTM A-36. HOT DIP GALV. AFTER FAB IN COMPLIANCE WITH ASTM A-123-78. STAMP OR TAG TYPE NO. ON EACH WELDMENT. WELDMENT TYPE I REQT 30 (AS SHOWN) 1 1.3/16'bx 1 1/4" LG. SLOTTED HOLES 1/4'x 3' FLAT BAR �N �r X 3"1/4 "�p,12"-3' O° X34 4'-0' W. -I 2a o6rT�mx HOL S (Tr"uu) 7/16'0 HOLES (TYP•) NOTES: FAB FROM STEEL ASTM A-36. HOT DIP GALV. AFTER FAB IN COMPLIANCE WITH ASTM A-123-78. STAMP OR TAG TYPE NO. ON EACH WELDMENT. WELDMENT TYPE REQ D Q-10 (AS SHOWN) 1 4 K 11 C2 5 3 4' N 7/16'0 HOLES.. 1 7 1 2' 6 o, O N O CV 5-11 I "" 5 SPACES 0 12'= 5'-0' 2'-4 3/4' 3'x 3"x 1/4* L (TYP. 0 PEF/1m) 2'-4 3/4' 5 3/4' 7" NOTES: FAB FROM STEEL ASTM A-36. HOT DIP GALV. AFTER FAB IN COMPLIANCE WITH ASTM A-123-78. STAMP OR TAG TYPE NO. ON EACH WELDMENT. WELDMENT TYPE REQ C R-30 (AS SHOWN) 3 3'x 3'x 1/4" L (Ttr. • rar�tm) 1/4•x 2' F.B. (rm. • al 0 — / I 0 2'-4 3/4' �. 2'-4 3/4" { r 7 13/16'0x 1 1/4"L. o 0 0 0 0 0 SLOTTED HOLES 5 3/4' 5 SPACES A 12'= 5'-0" 5-11 1/2" __ _ LT o Q_ — 9 0 i 1/2' 1'-0" 1 -0 -I-::o 13/16'Ox 1 1/4' SLOTTED HOLES S-3' 1 1 /2' / ttP. 1 1/2' �9 TYP. 1 a7 C2 n --- rx 3•x 1/4.1 0 0 ? 1/4'x 1/4'(o 1/2'01/2" BAR 5/16 - 2/16bx 1' LG. SLOTTED HOLES TYP. 7' 13/16" 0 x 1 1/4' SLOTTED HOLES N � O . 0 . TYR 1/4' NOTES: FAB FROM STEEL ASTM A-36. HOT DIP GALV. AFTER FAB IN COMPLIANCE WITH ASTM A-123-78. STAMP OR TAG TYPE NO. ON EACH WELDMENT. WELDMENT TYPE REQ C S-55 (AS SHOWN) 2 5"x 3'x 5/16' L O _c c � � wr, U O ui �r -- cd u H V�q Mae to t- z 5; =3 o 4- �,Q 8mm 0 i tJ 0 t n U) _c c � wr, m � c V 0 cd u H V�q Mae w z LL� M =3 o A 8mm i t 0 W 6 9 7Z A W p Q Wr�� � z ti n.F3•u b c _c c � u � m � c gE Mae c =3 8mm 3-9 9 7Z Low n.F3•u b c o x.:� o< m 0 t3 o 1�=:5M 5 3/4 TOP VIEW #3 REBAR ♦ PERIMETER 2N 2"/14x 14 #3 REBAR GA.WWM e INSERTS X— x Q 411 ` Q T RAD TYP J2"x 2" 2" (TV.) TYPE •r"•� INSERTS 4/1 OR 0NONE 1.50" TYPE REQ'D INSERTS 4/1 OR 0NONE 1.50" 410R 2.0011 11" 4/10R TRANS.CENT.WALL BOTH WIDTH 1.3'-11 1/2" LENGTH 9'-11 1/2" DEPTH 36" we] 'Q [u KKr1► (y:� a l'' t��:�aalr:�:r=rr• �.: R-41 t�i�yr.��ar t�•�rrea:rr•r:� :�_�:a TOP THICKNESS 1.75" RMTHICKNESS 11 SIDE THICKNESS 1.50" END THICKNESS 2.0011 LONG.CENTER WALL 6/8 TRANS.CENT.WALL 0 FOAM ---- EA. LENGTH 112.5" -WIDTH 44.5" DEPTH 32.5" VERTICAL BEAMS SIDES 1 EA. 2 EA. CENTER O DECK LAYOUT A— 1 DECK DETAIL # OTHER DETAILS i M � 3 o C3 N C14 O v � O tz(52 d- ci MIS ul '"adr-rix T — r. " . ii gm W.WX ri� kw INSERTS SIDES ENDS to 4' to 10' 1r to 12' 2 3 0 1 2 [DETAIL #2i]l \� � 3/4" LOOP INSEr? T S AT INSERT FLOATS ONLY 3/4" P.V.C. TUBES 3/4" o LOOP INSERT M M ==SEE SCHEMATIC FOR LIP SIZES /- #3 REBAR -� ■ PERIMETER •WtAr-g_ S t esgep 2"x 2" CHAMFER-' TYP. AT BOTTOM 3/4" P.V.C. TUBE �---#3 REBAR 3" x 3" CHAMFER SOLID POLYSTYRENE CORE SECTION 13-13 TYPE RE 'D INSERTS 6/8 1 NONE 6/g .5 11 1( " 6/8 TRANS.CENT.WALL BOTH WIDTH 5'-11 1/2" LENGTH T-11 1 2" DEPTH 32„ CONCRETE TYPE 120 CUTZONCRETE A G L DECK FINISH BROOM trt•��rea:�r•r:a�:�a:a ! TOP THICKNESS 1.75" 685" WID7H+2-8.75 1.50" SIDE THICKNESS .5 ' END THICKNESS .5 11 LONG.CENTER WALL 6/8L TRANS.CENT.WALL 0 FOAM 1 --- EA. LENGTH 89.511 685" WID7H+2-8.75 DEPTH" VERTICAL BEAMS SIDES 1 EA. —ENDS CENTER O DECK LAYOUT A— 1 :q DECK DETAIL TYPE RED INSERTS 6/8L 0 NONE 6/8L 2 END"A" 6/8L 0 BOTH WIDTH 5-11 1/2" LENGTH 7'-111 2" DEPTH 36" 1991j�c+i:�.rt��ts • 1' rr ■ =10= 111019121,1111- :-1• YfLTJi • j 150M • 1.! EMO TOP THICKNESS 2.00" WID7H 68.0'' 2.00" SIDE THICKNESS 1.75" END THICKNESS 2.00" LONG.CENTER WALL 0 TRANS.CENT.WALL 0 FOAM EA. LENGTH 88.511 WID7H 68.0'' DEPTH 32.00" VERTICAL BEAMS SIDES 1 EA. ENDS.2A. CENTER O DECK LAYOUT A— I DECK DETAIL # OTHER DETAILS LONGITUDINAL -•----�- TRANSVERSE ROD DIRECTION a side A m v DECK LAYOUT A-1 TYPE RE D INSERTS 6/8X 0 -TO —INE 6/8X I my END11A" 6/8X 2- 1BOTH WIDTH 5-11 1/2 LENGTH 7'-11 1 2" DEPTH 36" CONCRETE TYPE 120 A DECK FINISH BROOM MEQ •NEE�tQ.: 1. ... •, ■�3©,i'®' (Is•1►rea:rr•1IV0-W:a ! . TOP THICKNESS 2.00" Q011 SIDE 1 HICKNESS 2. END THICKNESS 2.25 11 LONG.CENTER WALL 0 TRANS.CENT.WALL 0 FOAM EA. LENGTH 88.011 WI rH 67.5" DEPTH 32.011 VERTICAL BEAMS SIDES 1 EA. ENDS 2 EA CENTER O DECK LAYOUT A— 1 DECK DETAIL # OTHER DETAILS 4/1 OR11 6/8 6/81 6/81-1 6/8XI 6/8EI1 TYPE RED INSERTS 6/8E 0 NONE 6/8E my END11A" 6/8E if. 2- 1BOTH WIDTH 5-11]L2 17'-11 LENGTH 1/2" DEPTH 36" WIN I Lug [slim �-1 1 1W5 n., I NO ■ /. ;a /. . IM,m" MIZONS r•_ ,�. r,0 - • ft�i;�t�ra:l�■� 19070to 10 1• 1;»:70:a ! TOP THICKNESS 2.0091 M.] HICKRESS 2.00"" SIDE THICKNESS ' END THICKNESS 1.75" LONG.CEN'TER WALL TRANS.CENT.WALL 0 FOAM EA. LENGTH 89.011 WIDTH 67.5 DEPTH 32.0'''' VER'T'ICAL BEAMSENDS SIDES 1 EA. 2 ISA. CENTER O . . 8 01 N 711 �a w ai a fir+ .r my � ' A z C 9 g .v 3 m iti m to 13 tV) CL -9 -5 5 H Asa c v— . o po Ou �_ Ei O td 0� W a a 0 W z � Zw W E O pW� W U z O O �a w ai a .r my � d a= 9 g 03 ; am •c o CL -9 -5 5 Asa c v— . o po �_ .`� eD 40 •� 0 }g. y>Moro* } f 4 = j U(., e��� ,���' AN9 � `t}� } AMM a„ SIC k koo& in=**& A=*% to%% - IMN C" �f. v �, m,��.am ..,�s � } .., ^� � x ACEA4EN a xa+a,. I w 4-40 4P DATE R EV 1 It3N rl 0 J Q71 1-/. 0 L //VC—' d d) � 1h, 7/qG L. IJ �L�'`�=1 G '. 1. fir" -�-, ► I�+/5ri'�GL� SIG=J*�! '�G��C' L, 4r /Avsr/-l/-z 4 " rl-Ilc c - ivwlvl J J�15 7141- L L-"/ 1el. it-� Its 1 lolc--12 11- ING!� t Yl.AJC-�, rl ' � - )= c- Y/ 7: C4 W /'V 7 4L1- ILI 1 G Amf 0C LAYOUr 11,19r,41-1- - W,)e 0. ' DOC/ , r' _ 14,.A ` z+ �,Y -r �' .•4NCN4.�''S �,�Y GSL Sll•6ST� r�`1 T "L ' . •� l=a �acY 8 � S"/ / , V I -G rw t . G-- G 5' Y x. p 0` + r'NI 77777 000 6 . 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COAST HIGHWAY NEWPORT BEACH, CA 92663 S 514 WNLID ISLE . 7 30 . 9 f SUITE F 714 642 - 2206 SHEET No. 2 OF 6 SHEETS 2 _ e5 x 40 ` x 26-, 1l " �..J Sri--,NC/Lw iL bL LJ j 2 - � „X -40 `" 12 ' JI-Pa"f 1 0_ SP1-'JNCRL= TL N { "AAlGC-,C orr hA1,102,411. %til= 70/2" I -' � rr J • (O ! } �� 1 �. 7� 7 PL At,,l _o ..,,vri rr ryp• ," • 2 Q 2 „ S,7 -,D 0 It -5'r'D P/p 8" SP "C1?L :' TL P41VL 5 ,'L -C 7-/ ©,ti,/ , 315 i,V / / 2 1 ?, 3577-' S,�'1 L V,/- r1= rrc' gkl: 17 -/0 --� ? /til IA15!=' C,!- 7" G ~ ' �Cn�v 7:) G12oUI FAL i"�✓L riV \1 4 '��'-6 oaoo ;o 00 F -T. —T— 1 3 / LL ' ,- .3- M AX, G1?0V T r 7z ;'YP rYP. r p -- 3 - ' (COIMIA10615) r � T -T Ovlev P- 00 P�,vcL.s 1 ' i 5 7 a PIPE &0/" 1,-A' X ` A?L.= %`�,/.eN-s' S- X LV A C1-10es tp cav7, 7 -Ye. .. TYP 7 , o' C• _3 "CL T')'P, *r, (COK 7 $044 PSI DAY.5, + /;? " tf�r Fe,':-5�V"V y�,. L ZD 1-:--L7-�.L/A1,6)1 ', G L STZ-='L L. L- �_� �.. ! •G1!SIV. G... i r 1i P l�,�.1 VA.� CO"(fjr C')20V7—,' GI2dL)T SA-IALL . 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IF WITHOUT OVE(L4}ANC,� MtiA Z7ki�3 - 131ZT= 13°IIk1# 4ftn Ca NG.P1-,gNY4 US 6 THIS MonirNt _ p1 ` CON c . .{- 31006 Pl-I l _ 6 o) oo o x n3 @-7 t�•C 321k, (OTT-otl 31JL1(�,(rtgK.� �p��E CAP hSTU"tE 3" Qf— FOR SFAWP7E4'-60NDMON' 2� O�► 475 0,375►,( 3), y Fo R- +m <�i = I3 .2S►� Fad —j-` +I I = b�2 = X2 '00 Pf-X'12.2-S2' �u�ap D, 3oo1 / = 0.1 Oil Joe WILLIAM M. SIMPSON77 CONSULTING STRUCTURAL ENGINEER 0��% I E N YO 1 sHT ,; 5' 2222 NEWPORT BLVD. DES _, V NEWPORT BEACH, CALIF. 92663 (714)875-6110 DATE 0� Lk m` d ,(' n G D �r 1^1►tV. Ca �b x 2 Ix T. moi = d �®)vo oil I DI; 3' P01101 3 a I.37 - 7";p x ?fix ►3.vS /moo =o, q d, 9 I, 193 o.ZX `Ju= �o1--1' = I Q, Z 4 X 12 "vf } w Pr$ LIS qcl- 117 WILLIAM M. SIMPSON JOB .477 7 7 ' , CONSULTING STRUCTURAL ENGINEER D�� ► EN ro P ► (L SHT 2222 NEWPORT BLVD. OEs , y r NEWPORT BEACH, CALIF. 92883 (714)875-8110 OATE t VN& IN G fSfFAit* IS -01 bo u ►2•�" A -W w P�lb t -s �5 —0a o 9 N >> V �.REcam. 6,?*M WD or 04-1 iZ•� x 3.3 'ts WILLIAM M. SIMPSON D roB _ . x-77 i CONSULTING STRUCTURAL ENGINEER D (Z.V I G N To f (� SHr 7 2222 NEWPORT BLVD. DES ..7;' vrcj .a<. .. NEWPORT BEACH. CALIF. 92883 (711)675-6110 DATE ..S 'i C f�F Gk LRTE 1, [_o h D T- iFISmfc 4,Fismic � Gav�f=Nr o VE(� W1N�� �`� Irc�S Pf'�GTtaEw 1%= Z IG WA—W o .rtx I .o x Z. -7s VU �W =3.a FoR INVER'iED _ 0,36-7 PFNDO WM -T`I PE rASL:5 23-a SEISI`11 IN T"Nm,:J36 DIPS(Monl 6ovFj?-0c Awt46 wvlef F DZ (1p"X 16 P 1 t,E Gro P= 3 9 S Ftf X I o = 3 9 S0# (s cone Ptftf4m = 4z3 n x lot_ 2 3 0 UPP59 14ft,,F vF PICAS = IAF Fix 2•:76 s �P• c- = 14�I t 9 SFism1r, = 01367 x 14-111 Fo(z Two � t �,��' , ''�✓ t �i��+pY Sa1LS_ -� 14S-it�F�E l.aw V u of 156 SIFT of LIST•%F."P4S. r P �,! ►� 15'0 PSF/FT " 700 t is S16 eco x uo SQ.PILE & UME NON - -D !QT 4iOtJ`dV1i ell..E UAPACE . —i _ I -�- + �+ 4,56A 5.53 = 12 77 S' osr JOB 4771 _ WILLIAM M. SIMPSON CONSULTING STRUCTURAL ENGINEER l/ FA I E N T-o Q I E ft 8HT - - .g' 2222 NEWPORT BLVD. DES.M.;V1 L.. a� :+ NEWPORT BEACH, CALIF. 92663 (714)875-8110 DATE., DF _C4 _ « 5M5&PM F,llJT •M.'.�'a?y^^ '. r37SlrftlSSn w.g s _....x:::0::. - '.==%�� 414 • I%�`n- I z" s a Gare • P t � , - VME FIX I T`'I 0G(,U2S A}Td f� �i �.atr� 6P-OUND SViLFW + I P �oo �U = -" (0,-ISX I,7x I-I )A 2,2 2 /2t►`f STSA:t4D5 �.F u _ Z.7o � ' pP = a�qOP I2x 8 a00yz PP-E4 i� SED t'E NFA . ► fps -.IS3X2X1,33•= o.�oa ��f = ���� C� - a� PP fP�' ��� � �� c S,ocsc i — Z-7 CI — o•Sxo�00g7-x 27c, t x 23q.oz/(e�t^Sxs.Qxli) �G �)A �In. (eIE�00 12 'Sty . GoiqC • P� L&-S P Y W/ M►N, 4- - ��2�+`� STR�cvDl (PIzEST��ss�D� �_ 0, q , r S " Acc�W�17 v� = (o, d r , t-7o, 70o X39Z'SXg _ X IZrXQ" � 31.6JX120ea� �OOS >Vu u JOB :477 I � WILLIAM M. SIMPSON v I E N Ta I �(Z A CONSULTING STRUCTURAL ENGINEER sHr 1 �. N Ew Po�T Wits, DES.G 2222 NEWPORT BLVD. NEWPORT BEACH. CALIF. 92663 (711)875$110 DATE .. Th y, Gly -cc �' A N FP -I GT 1 o 0 _; CA-eOF PINE �IZE GAPA7✓ii`1 — t3�itl/�ING -1-- �P-iGT1ar+ GR -0U NP ' P 0.2(�lo)X13 ) XI.O 7 3 X (Isoo M) xl.o = 4 Soo GoyE�n s'�s`Foo'.- T SvnI•o �Coels F-1 F 1c= �[F� + - �' 30 = 4577 n , YA Iq FP C-71 NN 2Z6IXIt { 2,7119 WILLIAM M. SIMPSON CONSULTING STRUCTURAL ENGINEER 2222 NEWPORT BLVD. �9PMENTo PIE{, WEW poRT mtm , CA NEWPORT BEACH. CALIF. 92663 (711)675-6110 ('Fret'u- CgDNr1F-c Tlori DF CoNG. pLRNILS GoP�G P�AiVWS --� eW zq STf-Vc,TUM i 21 p Gtl Fog- S E-1 i r+t G -Z C), Cp= 0,-7s a f o ,i�SViHED �aR ConosC,T7014 JOB .;A-77.1 SHT . 10 DES . ,.N. C OAT 0.3 w C°NL, 4W)NwS W T= 6S FS F i r LSr6TH = Zd ( 3 Z 6.6 *7 13 �: f6361, 013 x YC 16 "= 161 o PT(L A Vc io r S = '3000 lA11GHa(Lx WILLIAM M. SIMPSON JOB 7-771 ©IAV f ENTo PI F�(L CONSULTING STRUCTURAL ENGINEER Q, SHT IvE,tr! po�T V �iftthl t GA' 2222 NEWPORT BLVD. DES, NEWPORT BEACH. CALIF. 92663 (714)675-6110 GATE l}{'PRox S IN LENGTH 6 A-55tim eavIV. Fi'uiD rwiv,4ZE = a _ 2 3o�Xs'-S /2- �pf OT E � r• W T M R 6 n(ocvc• tjot'u = 7(( f5F)( +-Y= 333 X 2.25 /= 7� So11.S. 1_6 a Aeo I'-o"K,E�j v o � 3 STfl�I LIT` 1312 �T Q32 oT } o 2.S CM2—Y3Z1 = 0,L�2 / - •`F17 .,� go Z X o 3 Z �-GAtd�sT SUID1b�6 . Ai -S (.10E 0, yr DUI; To FfL1C-TIoiv Fp_ WT = o-VTxH - 2b3# 9 U F_ T -o, e itis s 1 VE �� �I Sd P3F X 2,')X 22-Z = o 0 '# � _ � F � Q pFESSfO��� R + P P 43 E W A u.rn �- LL`�' _3ovc - 3o RtfX S ti = 30 "' 12.3192 3 o j& xr = q-16 Q, V -S /3 sl Ruct Pow d 6-Z•25 9TEOF z - = 3..71" � _ 1�-x 3•�S�jzroao - °.° f�► 0.?6f p, o" tfx3�s = os . Fr Off �Ii1'C (2-2"o•L VFM D, 2 >�a� _ -- 77 Marine Consulting & Design _ �j �elf 2400 WEST COAST HWY. SUITE f NEWPORT BEACH. CA 92663 O1/ V/ /-W 0 DDG 2P �Z PCHoiz PILI.= C46C, #1T.4 "5-8 X51= 7 g7o 3 Z �z 2 y- ll 7 (,� V7 r F 1R0 FES,�a� c No .; -g j a vv CA'LOV 0 _ fl a _.tu Zaf CEMENT Type II conforming to ASTM C-150 7 7_ __-- socks per cubic yard AGGREGATE Natural aggregate conforming to rl -- ASTM C-33, 3/411 maximum. -' ---"' CONCRETE f� = 5000 psi at 28 days fci = 3000 psi at transfer WIRE SPIRAL I W3.5 cold drawn wire conforming to ASTM A-82. _-- PRESTRESSING STEEL _ 1/211 dia., 270K strand conforming to 41ASTM A-416. Jacking force = �I,/(,p lbs, per strand t2 I/4 �--_ Working force = 04,600 lbs. per strand 2!/2N Total number of strands--- trands___Effective Effectiveprestress __6P9p _ _ psi N ST/2/-1ND,S 3/411 Chamfer four -- edges ti i\o. f:67-17 rF r _DF CALV HARBOR PRECAST COMPANY SAN PEDRO. CALIFORNIA GUY F. ATKINSON COMPANY PRESTRESSED CONCRETE PILES -1SQUARI 0 U 1', 45° Chamfer::::�) Top a bottom FOR04 N1' ey.11 100 3-79 7.2500 f-� sq uare pi /6,�- , 4 no axial /o4d Props)-fies a ' Sec/ion Arm - / 2-" - l �f y ih2 Section /vc&lus Q,60af recinH� v/Qr AXisl rauy� ��en ter of,+l/e b V6, ZBb Jai SP�'`ivn /�IOara✓ul A�Du�` d%994rrAJ Axis 1A,00Pev_fh3 of piles Ar - AM %rAv- r /G 3 , D d a /'s/ fpS 700 /0 G'on9press/on 2- A4/Z p -r AFP/4 t f ez MOM rf - l %�, i �`� 6y q Ca�pre rS-Ibn sfre rs of 4s � geq <70 — 22So��Z = ZG s sa ff lbs 1-tvw0- /ire, V by 7 f�'tisi/� t/`ress of 0 , //,gee) fi lbs y 5 /A4 (700 f� lbs 'S�M1 �y!'C i C� CALW4� 3 0'f 4 0 TL=�USI��U 77� 41SG77 q41- 5-6-7 �L 7-� 7 76 6 7�, �?3�? Xp it V2- o.867 ` .12-31-92 a TrRUCT FOF CIN A\\E i .... 2 k q41-(. '707 5-, z� VLOATATION CALCULATION 7X8 TOP G, `/558 X 7, BOTTOM / 71fZ' *x 71 G Z S ' X SIDES MY 2Z_ aq-' X ti D Iq X 7, 4s8 ' YZ ENDS /��' Z,IQ��; Y rQgl�� Y G•742' X Z ROD BEAMS -��Zl 7_01 X /Z �- X (r . -75`q, X (I 3� Y3l x INSERT BEAMS SIDE LIPS / � Y �. ��3 ' _ 7- G 2 S X Z END LIPS %G > _ir c SD , / 8 it 2— CHAMBERS 3 , �� r, , 2 S k r Z G, �43 MISC. CONC. WT. m �/= X 2 2 r 7 3 = 2 [1,0 FOAM 2 ► %0�1 X �v GD 7,41F X, RE -BAR #3 r 77 v 2) 7, F' x 2-- a t D MESH S YZ ' , X -�� 5 G z IrF lG — 17,3 z yZ 7r G' 8 X 3. S /41 3 Mzsc. TOTAL FLOAT WT. Z-770 LUMBERY X/61 RODSSs'o�`A MISC. � DEAD LOAD GROWTH — BOTTOM No. 226 NA SIDES & ENDS TOTAL = tip Lc:t •;:. PONTOON CAPACITY 5.3 f/SF/IN. SUB.. x 6,77Z x 28 DEAD LOAD FREEBOARD 2_29 z 7 LIVE LOAD FREEBOARD�F FLOATATION CALCULATION 7 XF29 TOP 61 X 7, 958 X't /1,1c, BOTTOM 3 SIDES Ag 7- 7" Y 0 ?4�_ y 7,4z5,? X I ENDS / yg'/ Y S�� 7-01 Y 10 ROD BEAMS INSERT BEAMS I ",I/ x SIDE LIPS END LIPS— ,2 - Y, (I lG y S-0 2- CHAMBERS z X G. � 4S MISC. CONC. WT. FOAM RE -BAR MESH S Y2- ?_ y?_ 7, 4 SF X All 7, K, az SIt MISC. TOTAL FLOAT WT, LUMBER 2--TYE RODS�VO 27. 0 q. MISC. 1/t,/,4 Y DEAD LOAD GROWTH - BOTTOM SIDES & ENDS TOTAL PONTOON CAPACITY 5.3 f/SF/IN. SUBM. X X - DEAD LOAD FREEBOARD A 7 LIVE LOAD FREEBOARD 2 3- / 7. 6F lz 6e 6 //, D J# FLOATATION CALCULATION -S x TOP 7¢'' x 7� 9� !' / r �� ( 76 6 BOTTOM � Z4, 7 2 k 7, Z Y - C ,?f SIDES /� ' Z, O 9fF ' X 7, Ll -3o' X 2_ ENDS /l8' Z. ,�f, 7? Z_ Z ROD BEAMS 3h ,�/� Z q ' l 1 S ' • 35 q )(G ► �S 3�2 " XZ �0''� Z INSERT BEAMS SIDE LIPS /�� y C r' 7, 62 S ' X 2 - END LIPS 2 END y /&7 —X . CHAMBERS -7 y 3 r' ' ZS- i x 104Z y , 6741-7-1 X � / q ' X 8 � d� MISC. CONC. WT. FOAM RE -BAR% MESH Z%�2 �Y11 MISC. TOTAL FLOAT WT. LUMBER 2 RODS V4 _ MISC. DEAD . LOAD GROWTH - BOTTOM SIDES 6 ENDS i/s1 X 1,71 X ► G 04L ' X 7, q_T,�, ' X /, / �z X -776 %6 TOTAL PONTOON CAPACITY 5.3 #/SF/IN. SUBM. X DEAD LOAD FREEBOARD LIVE LOAD FREEBOARD G 2 \/7, GZS -. / /9 Z, 7 7 • 7 /F3. 2 9 it /7 / n �57, d / Z' / 11 Marino Consulting & Design 2400 WEST COAST HWY. SUITE f NEWPORT BEACH, CA 92663 �f L s h' (5),e z11L-w To ZrG K M l/U pC-1427 .- 0 7 1, � 7 k 3 X �� S 3 X /7S- ra� X 2-6 � O ` Co — Z ✓ Ta �-A L oz- 5 /S%�� As - _ �7,s� 2- -2-, 'o M l/U pC-1427 .- 0 7 1, � /n�Cde�,� Marine Consuslting & resign fk�f -2- 2,100 WEST COAST HWY. SUITE 1' NEWPORT BEACH. CA J[lifiJ /%-/,/UA,2 / �-/LS TO/- 019 -IL Si/zZf lt�C=" T P, C) y l 'Z 3 / a PS Z- -� , &-) �f, /Z O, , --'- ,,.- -�Vz Y /2- S"T�CSS =-r �o� = -Z Z77 P <2-100 )t /, 7 = L% ? / 2, Cie" �1 1'��,5-%5 T z w ( t l .�_ MY 22.. DaO l = 2 X 9 �D NAMEr ADDRESS OF PROPOS( FACILITY ✓ 4 u PERMIT #,. MAILING ADDRESS ��,r a TELEPHONE NO ✓.G ,, , i r r Fa `�� - FEE CHECK NO. p E APPojOVcD:BY: DATE d 9 .APPLICATION IS HEREBY MADE FOR A HARBOR PERMIT TO'� OCHD -� CONSTRUCT/REVISE -A ENGR ❑ AT THE ABOVE LOCATION IN ACCORDANCE WITH THE CITY OF ❑ NEWPORT BEACH PERMIT POES AND THE ACHED D WING !" COUNCIL BY or PUBLIC WORKS DATE �+�` '.l,'S 4' r;� { ^�.y/'} [J� r COMPANY: DEPTH v'° f ESCROW L_J� DATE n% a INSPECTION SIGNATURE-^""� ,., SPECIAL CTDITIONS: p a. CITY OF NEWPORT BEACH, CALIF. ` i.,.. WX FORM 687010 REPLY TO ATTENTION OF: Office of the Chief Regulatory Branch DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS OF ENGINEERS P.O. BOX 2711 LOS ANGELES. CALIFORNIA 90053-2325 December 13, 1993 Mr. Tony Melum Tidelands Administrator City of Newport Beach P.O. Box 1768 Newport Beach, California 92659-1768 SUBJECT: NOTICE TO PROCEED Dear Mr. Melum: Reference is made to your letter (No. 94 -189 -BH) dated November 30, 1993 in which you submitted on behalf of the Lido Isle Community Association at Via Lido Nord and Via Genoa, a notification for the maintenance dredging of 200 cubic yards of sand and silt material by hydraulic suction and disposal of the dredged material on the adjacent beach. Based on the furnished information, we have determined that the proposed maintenance dredging activity complies with the terms and conditions of Permit No. 89 -211 -GS provided that Mr. Tilden's contractor does not exceed the maximum dredging design depth of -5 feet MLLW with a maximum allowable overdepth of -1 foot MLLW. If you have any questions, please contact Bruce Henderson at (213) 894-0351. Sincerely, *4rh& yt,%� Michele F. Waltz Chief, South Coast Section CITY OF NEWPORT BEACH CITY OF NEWPORT BERCH ,� KST rF1�T "O r 7/ Br . _ P20P05[r O �E'EPG.4 C� MG: NT P/LING �% Par firD L X/ST 907 u IB&HBORND UT - - - - aw SEAN NEST VICINITY MRP JEM ow PROFILE 1' = 40' "W M. CFLUMM , JETTY SO MINGS ARE EXPRESSED IN FEET AND DENOTE ELEVHTIONS BRSED ON MERN LOWER LOW WATER. - --- - -- �1—�4F---L— _1-0-S'.Cl e. cs�. /7 s S�t� Gontr�� L) -S- 7 y6AF -- 4 S Tr4,44 �/D /cw1qy(/I PIL//vG 26' Lo/v(::� 3-'1u,de i • �- P20PL-/�rY L VIA L /DO J1010D PLAN V1 EW 1' = 40'' APPL I CRNT' S NAME C -/DO /s"M7 COMAl. IgSso, JOB ADDRESS 4 400 NOW DATE V/ 4/94 PERMIT NO. DREDGING APPLICATION Project Location: Via Lido & Via Genoa Cubic Yards to be Dredged: 200 cubic yards Method of Dredging: Hydraulic Suction Nature of Dredged Material: Sand / Silt Disposition of Dredged Material: Pump onto adjacent beach Method of Material Disposition: Pumpline Turbidity Control Method: Turbidity -curtain -as required Effect of dredging on contiguous bulkheading and beaches Regfores hParb and reinforces bulkhead I, Lorenzo C. Miller , hereby state that I have read the U. S. Army , (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks District (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. Lido Isle Community Association Shellmaker Inc. (Applicant -type name Contractor -type name) November 18, 1993 Signed: (Date) Contractor s Representative Cl T Y o� NF�rPOPT B�'ACN Dreclq i m j - D/ �,O 0 ' O LL i0 � ' �idr 0 w V I C 1 V 1 T Y.,r 5- K E T C H wsi� •+sal r ��ar Newpowr B 'Y CAt IFORNIA yf Isr So41ndn95 or• eXPw-Crslyd In !et/ and a nolt dPP/hs be/ow Wcoo? Cower Low Wostirr. Mori..w.m ronye of �r'dc apj+rUXiMO�i/y /O ,!«i. Horbor are eaiab/i'shcr sec/,,Qo of *ewPorf Boy. o. �1,�a /-/," l o r,vl • .0 IGYO 1 +`J /� (.O/r!/Y1G�/JiT� p DpQESS ` Vias /VIP 7- A, e 74A Cra A w74ACraA +T, i� g32 X31 �3a � + y71 y7.5 176 of — �1,�a /-/," l o r,vl • .0 IGYO 1 +`J /� (.O/r!/Y1G�/JiT� p DpQESS ` Vias /VIP 7- A, e 74A Cra A w74ACraA CITY OF HARBOR PERMIT PERMISSION IS HEREBY GRANTED TO CONSTRUCT AND MAINTAIN THE FACILITY SHOWN ON THE REVERSE HEREOF, AT THE SITE INDICATED, SUBJECT TO THE PROVISIONS OF THE HARBOR PERMIT POLICIES OF NEWPORT BEACH AND ANY SPECIAL CONDITIONS LISTED HEREON. THIS PERMIT IS NOT TRANSFERABLE WITHOUT THE WRITTEN CONSENT OF THE CITY HARBOR COORDINATOR OR CITY COUNCIL THE RIGHTS GIVEN UNDER THIS PERMff ARE PERMISSIVE ONLY AND THIS PERMIT MAY BE R KED .BY..T. E CRY COUNCIL IN ACCORDANCE WITH W THE MUNK CODE. 7z 7,ca;�', 117,5— Q PERMIT NO. HAULEDTOSEA PIACED ON SEA,^ ,H -76,0 C2a )1d mn V,lmll Cmulliv kulf-lalt NAME ES'_"lF POSED FACILITY PERMIT ADDR � PRO Shammas, N. N. & J. H. 306-; a Lido Nord MAILING ADDRESS '^ �TELEPK ':ANO. FEE CHECK NO. DATE 1 � 3.66 -Via -Lido Nord 675-6620 r� '" g APPROVED BY: DATE APPLICATION IS HEREBY MADE,FOR A HARBOR PERMIT TO /C/HECK Dock & Landing OCHD E CONSTRUCT/R,,,., —, - ❑ AT THE ABOVE LOCATION IN ACCORDANCE WITH THE CITY OF ENGR NEWPORT BEACH PERMIT POLICIES AND THE ATTACHED DRAWING "CONST.RUCT�'� ,OCHD COUNCIL FJ BY COMPANY _ NEWPORT BEACH PERMIT POLICIES AND THE ATTACHED DRAWING DATED ..PUBLIC WORKS COUNCIL � � DEPT. ;FU.BLIC WORKS. 1 2, ` ❑ DATE ESCROW DATE ESCROW INSPECTION ❑ SIGNATURE El ^:IN$P ECTION. -. SPECIAL CONDITIONS: CITY OF NEWPORT BEACH, CALIF. Wx FORM 69.1010 ,SPECIAL CONDITIONS: ,M,AI,LING x` C TELEP ?:O FE�?E {�` NO ,:DATE /C/HECK APP RO V"EB B`Y DATE APPLICATION IS. HEREBY MADE FOR A HARBOR' PE,RMTT- TO _ "CONST.RUCT�'� ,OCHD _ AT THE ABOVE LOCATION IN ACCORDANCE WITH THS.. CITY OF' ENGR I �ks _ NEWPORT BEACH PERMIT POLICIES AND THE ATTACHED DRAWING COUNCIL � � BY COMPANY� ;FU.BLIC WORKS. 1 2, DATED ^I- ?OEPT. DATE ESCROW d ^:IN$P ECTION. SIG NATURE,'I ,SPECIAL CONDITIONS: CITY OF NEWPORT BEACH,. CALIF. ? wx FORM' 68.SOi0 lido isle community association 701 VIA LIDO SOLID, LIDO ISLE • NEWPORT BEACH, CA 92663 TELEPHONE (714) 673-6170 December 11, 1987 Mr. Tony Melum Marine Department City of Newport Beach 70 Newport Pier Newport Beach, CA 92663 RE: Storm damage - via Lido Soud/via Genoa bayfront Dear Mr. Melum: This is to follow up on our telephone conversations on Monday, 7th :and Friday, December 11th regarding the damage done to referenced bayfront location. It is my understanding from the phone conversations responsibility for repair of this damage is under the jurisdicti City of Newport Beach -Marine Department. Please advise me as to when the City plans to repair this area. is anything that the Association can do to help expedite this please let me know. On behalf of the Lido Isle Board of Directors, your efforts tidelands in shape is very much appreciated. Thank you. . Sincerely, Robin Voorhies Administrator cc: LICA Board of Directors a non-profit cooperative organization of all lido isle property owners December :he above t the of the If there project, keep the M-11 10 MY COAJV��-C rl—,04 (A) 411 Y -- 9 1- � I ,fir SGiz��vs I , -- - 7- T �gllk 2_a�X su>7" S7�dfn I _ / +, P z �Y /'�= L EV y 7r/ -IF CqA z) n,, 2 x 2 n/e e Ar 1//, I %e_ -y„ woo tolkws 3oc000. I- if -5 N,: P A - D C1'r Y aa" Nswoo er d c 4CN r, r 1 B 7-AEAcr 947 -/o,s ADDeEss V,4 Y DAre - �9. a 0.0 L --X SAND GdNL iI I U 4 - /Z"O p/tZ1 STiPL-SSL-L' C4NC. S/7'L- _ro too • a'ro"h ,,,•t� <, I N u f v Nfw/1I/ ri CAL w�r�A, Ta wwtlaA n rt.tNe �',�j1 A C �•ti D y Csar�rw Pat Mqt 14 VICI AJITY SKETCH -9v w$+rIrrry i CARP Nswrowr 0Ay CAL,ir stwA y i jer r Soundi»ys tyre expecssed -7 Aw,t once dsno/e dep/hs belo- Meon Lower Caw Wo><tr. Moxn.,v," rangper of /i&c gpPrvxirrrp /e/Y /O 4e•f. harbor /'iJC3 ore e3/ob/,'5h4rd /.4 7/f►i J . Se'Cl o t 0,C V.Woo. f Boy I � �' ro r�� ��/d�✓ U. S. P/G�2NL,�iD L/NL- !1 I + i /07- 11 T I �� f 1 ( I / C'A.vT s AZAAL /O(3 /SL L-' cooly, riSScc r, r 1 B 7-AEAcr 947 -/o,s ADDeEss V,4 CoArneAcro,e DAre - p F,— F A "R C T ANY S"F" is N 01, TH.Er ai L IN ---------------------------- Parrved -CITY O3 = I eIEWF0 0 7" &EAC .-1 4, L CA T,/,) /V, N ��; ,♦{ 7 Lowes Bloch /r7°s"S' ' I� cl �-�7 V i C J AJ I TY S k E T G H wast J£; rr i egsr �dEwpo RT 8A� CAG �GORn+IA n Jcrry N SoU'noiny�s ore er/�ncssed /n fell one denole o'ep¢hs be/ow y7eo.7 Lower Low Wooer, yloz/.s�cirrs ronQe of lick G'pprvxrrn,pie/y.. �O ,fee{ Harbor /.:�e5 ore esiob/r'shed /n 7°h:5 secf.o, of r,r,ICWPorf Bob- I " 12-`-4u CEMENT Type 31 conforming to ASTM C-150 socks per cubic yard AGGREGATE Natural aggregate conforming to ASTM C-33, 3/4 It maximum. CONCRETE f� = 5 -Coo psi at 28 days f C' i = 3000 psi at transfer WIRE SPIRAL W3.5 cold drawn wire conforming to ASTM A-82. PRESTRESSING STEEL 1/2" dia., 270K:'strand conforming to ASTM A-416. Jacking force = 30,,/66>Ibs. per strand Working force = 04,800 lbs. per strand Total number of strands Effective prestress psi I - '45* Chamfer Top a bottom 3/4" Chomfer four edge* HARBOR PRECAST COMPANY SAN PEDRO. CALIFORNIA A Of GUY F. ATKINSON COMPANY PRESTRESSED CONCRETE PILES -1 SQUARE DWG No. FORM HP GY. It 900 3-74 1-2"0 ®� CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 640-2156 February 20, 1979, U. S. Department of the Interior Bureau of Sport Fisheries & Wildlife 24000 Avila Rd. Laguna Niguel, CA Gentlemen: The enclosed permit drawing applications) is being sent for your information in accordance with conditions of approval under the U.S. Army Corps of Engineers "blanket permit for maintenance dredging. This "blanket" permit was issued to the City of Newport Beach on February 12, 1974, and subsequently amended on May 10, 1977 to allow beach restoration. As required by this permit, the Marine Department has inspected the dredging site and found no eel grass within or near the project. The City Council of Newport Beach will hear the application at its - February 26, 1979 meeting. If you have any questions regarding this application, please contact the City of Newport Beach Marine Department at (714) 640-2156. Sincerely, D. HARSHBARGER, DIRECTOR MARINE DEPARTMENT On E. We den Tidelands Administrator GEW:ll cc: Misc. Agencies PERMIT NO. DREDGING APPLICATION Project Location: 410 Via Lido Nord Cubic Yards to be Dredged:- 200 Method of Dredging: -Hydraulic Suction Nature of Dredged Material: Sand/Silt Disposition of Dredged Material: Place material on adjacent beach Method of Material Disposition: Pump through discharge pipe to disposal fill area Turbidity Control Method: Filter screen around discharge site. Effect of dredging on contiguous bulkheading and beaches. Will restore depleted beach and reinforce bulkhead I, Wm. L. Harris , hereby state that I have read the U. S. Army (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks District (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. Lido Isle Community Assn. Applicant -type name 2/4/79 (Date) Shellmaker, Inc. Contractor -type name) Signed: Contractor's Representative PERMIT NO. DREDGING APPLICATION Project Location: Via Lido Nord & Via Genoa Cubic Yards to be Dredged: 200 Method of Dredging: Hydraulic Suction Nature of Dredged Material: Sand/Silt Disposition of Dredged Material: Place material on adjacent beach Method of Material Disposition: Pump through discharge pipe to disposal fill area Turbidity Control Method: Filter screen around discharge site Effect of dredging on contiguous bulkheading and beaches Will restore depleted beach and reinforce bulkhead I, Wm. L. Harris , hereby state that I have read the U. S. Army (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks District. (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. Lido Isle Community Assn. Shellmaker, Inc. (Applicant -type name Contractor -type name) 2/4/79 Signed: (Date) Contractor's Representative PERMIT NO. 7 DREDGING APPLICATION Project Location: 326 Via Lido Nord Cubic Yards to be Dredged: 200 Method of Dredging: Hydraulic Suction Nature of Dredged Material: Sand/Silt Disposition of Dredged Material: Place material on adjacent beach Method of Material Disposition: Pump through discharge pipe to disposal fill area Turbidity Control Method: Filter screen around discharge site Effect of dredging on contiguous bulkheading and beaches Will restore depleted bea.chm and reinforce bulkhead I, ram- L Harris , hereby state that I have read the U. S. Army (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks District (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. Lido Isle Community Assn. Shellmaker, Inc. App scant -type name) Contractor -type name) 2/4/79 Signed: (Date) Contractor's Representative Cl r K iTe o 99A "4,C O 3.1 VICINITY SKETCH 4rrr Nawpoar 5AY, CALIFC)SaNIA S o e/,n gs o. --dr ew,oicssed /r7 4rrj and ar,olr &e,- "A 5 below A-ICO,7 Lower Low Morid"r, ra..79e of /1'&C 42,-,P -0y./ IWO -I.PIY /0 "-rgryf. 17'Qr-460e 4,17C.5 are V- E01) II Ci InP I 932 P31 4175 4176 Via- Co Ae;rRA eros key .__ H ARBOR 019k 416$10M M XSRES4 ZRAW75P TO CONSTRUCT ANIZ MAJMTAM THE V,AC.5L; T THE SM Z 4CAAe�M '�'`,vartw2c 1'0 1-4 NOT T I'Cei kIARZt4°fe !EA <'3,0Z i.. MM ?�? 1ITLE 1 tATE ' SPECIAL CONDM " Orange County Permit sem: e-6 — �� Cr /Vro�oaer &'-i-.4 C14-1 ro co. �o�ti >,p0«• :c VI Or ��b�' -�-3��—� ✓v A T P��c •���,v Q � �s«owo tS ro B O 6 Ca,gVq ��� 3: ► S I o Pe C E-9 .V A VICINITY SKETCH-ejr�errr � c,t� 1 N[wrooRr BAY CAL IFORP41A - a Jerry As . SOU -'7d -6n95 owe e.CpiCssrsd in le Il and donole dePfhs be/ory Mco.J Lower Low Wofcr. Mo.-.,"clovv ro79e of h'd� 4pProx/rno�a�y /O �eB Norbor huts are eslob1t,5hed secA.on of Ne,✓wor� Boy r; s,17 30 Q,-edg moo' --------------------- o, k S�T� y76 y77 I y 479 p � l i �a �io% r!/aro✓ • Gide `S� LDrman.� �S5/i 1/77-4�76B 7rk,,Z 9D7 79_ C27'w. OF NEWPOii,"BEACH HARBOR IFIEFIR,-INT PgRwssloed IS, X21.7zcav MA.'NTAIR T?49 FAC�',X-� AT '7>IIZ SATts, or THF Vv A.'u, AVKV 1-5 NOT THS W" ?' � 3' - 7 DA7E SPECIAL OOND. Ino" corps at Eago insaft Orl"Ige Cosanty permit othen ec g - Cl % Y of N,�:-,w,,o er 6,674CH 5;�� 7o Low Beoch !!J•!!' ZN c 0 4 N t S. Y� NfM/•d� r,, ,o o R r O -a�dNo D tS, 3 MAY, �O W d sr•�• • 9 - 2.00 � � k C•d►yd O A OLL Md( :! Slope C, �`.9� `/ICiM!TY SKETCH wNI/B77r i cdsr Ntweocwr $aYr CAL IFCSZNaq �srry '0 UndfnQ5 o.a-AprcSS&d !A feel and donole depdi.5 be/ow MC0/7 Lower Low Woj4tr. �YJoxl.,.ua, ron9e of lFde OpPr'vximo�oly /O ,reef Nc�-bor /.ices �h:s Ore estob//,5h&o/ !il sec�.oof Newloorf 60� h r - J re Its Hyl ��o � P39 A3Y P3 �3G �3S' �3y X33 r i ,4 Ir • L. /e .® �D G } � 326 (/,a ZI. 16 /V6r,/ CITY OF j3,. _ HARIBOR PEP44MVINT gvv� IF, mf> , TfV9 1_1.,,riv W�ftwl 4"V�UN VM*,� QIQIek ltivvxu' Amo TM -az 0;, kA S�f: &Vllle.tN%St��,"_4 iDV T.RP� C "; f hyo In WIM4, TW54 LL R O'N". .-P iTrN,_ -RR 'ORDINAI'Ori BOR CO DATE SPECIAL DjnOft,& corps ofEng""", %� . Oranse county Permit other. c c 7 f - 7 MARINE SAFETY DEPj.�,RTIENT 70 Neeoyport Pier Decenber 15,, 1972 Mr. Nicholas Shwas % J, R, McFadden 990 N. Sepulveda Blvd. 21 Segundo o California 90245 Dear Mr. Sihazwrias : The Harbor Peri it Applicatio 17 5 - 3 that was on the December 4, 1972, cons ent"a,,%,1 for the City Council has been carried over to the January 6,, 1973e Council agenda. x The proposed Harbor Permit Application will be con- sidered at Council's regular meeting comraenaing at 7:3d p.m. T would recommend that you or your repre- sent-ative be present at the Council ineeting. If you have any questions, please feel free to call me at 673-3360. Sincerely, D. Harshbarger, Captain Marine Safety Department I.1 f CITY OF NEWPORT BEACH CALIFORNIA X)ecevber 4, 1973 Mt. Thomas U4, O'Sullivan Attorney at Law 458 Sou� Spring Street Suite 1200 Los A-ngeles, California 90013 Dear mr. OsSuilivan: ftaclosed for you- inform. -tion please find various reports and letters pertaining to the harbor pemit ppjjcation of Mr. Sbammas at, I% Via Lido Nord# Lido TslarA,. It appears that construction of the subject pier and float is proposed in an area restricted by City Council Harbor Permit Policies. Also, the Lido Tole COMUAity AsSooiation 'has taken a position, th-St installation of a, pier ba ;d of 306 Via Udo Nord would ViOlat* the covenants, conditions, and restrictions recorded against the property. After you have ri*aviewed the enClo-sed rx-aterial, perhaps you MaY Wish to meet with a representative from the marine Safety Departnwnt and ntyselglf tO discrtles this matter flirther. P103se live aae a 0all at your coravenferAce and I will arrange an &ppropriate rtdate. ep enc. Harobbarger Very trui7v, you, WMINIS O'NEIL City Attorney MARINE SAFETY DEPA ENT 70 Newport Pier June 25, 1973 ITEM NO. TO: MAYOR AND CITY COUNCIL FROM: Marine Safety Department SUBJECT: RE -SUBMITTAL - HARBOR PERMIT APPLICATION #175-306 (Mr. N. Shammas, 306 Via Lido Nord) The harbor permit application for Mr. Shammas and the staff report were initially submitted to Council on December 9, 1972. The application, at the request of the applicant, has been rescheduled from the Council meetings of January 8, 1973, February 26, 1973, and March 26, 1973. Please find attached the Marine Safety Department staff report dated December 4, 1972, recommending denial of the permit. The Lido Isle Community Association has directed two letters to the City in opposi- tion to the issuance of this permit. The first letter, dated November 28, 1972 which is attached, was directed to the City Attorney. The second letter directed to the Mayoiand City Council was dated June 4, 1972. R. E. REED, DIRECTOR MARINE SAFETY DEPARTMENT D. Harshbarger, Captain DH:lf Attachment C O M M U N I T Y ASSOCIATION 701 VIA LIDO SOLID, LIDO ISLE TELEPHONEo 673-6170 NEWPORT BEACH, CALIFORNIA 92660 Novc m')er 28, L(4 p Mr. Dennis O®neil, City Attorney 3300 Newport Boulevard Newport Beach® Ca. Dear Mr. O'Neil: We refer you to the application of Mr. Nicholas Shammus, 306 via Lido Nord, Newport Beach. Mr, Shammus is applying for a p(,rmit to con- struct a pier and floating dock at the above address. The matter is scheduled for a hearing on December 4, 1972. We vigorously oppose the granting of this permit. We base our Opposition onthe Lido Isle Declaration of Protective Restrictions, a recorded document setting setting forth covenants conditions and restrictions. f Mr. Shammus has failed to apply, knowingly or unknowingly, for the for the required approval of the Lido Isle Community Association to construct the above mentioned pier. Since the location is with- in the public beach area, it is extremelly�Wthat approval could be secured from the Lido Isle Community Association. I If Mr. Shammus attempts to construct the project and evade the protective restrictions we will take whatever steps are necessary to enforce the burden carried by this property. Mr. Shammus has been so notified. Very truly y3urs i i William T. Sprague Administrator i A Non-PWlt Cooperative Organ"Ization of All Lido %ale Property Ownera MIARINE SAFETY DEPARTMENT 70 Newport Pier December 4, 1972 ITEM NO. G-3 TO: MAYOR AND CITY COUNCIL FROM: Captain D. Harshbarger, Marine Safety Department SUBJECT: HARBOR PERMIT APPLICATION NO. 175-306 APPLICATION TO:. Construct a pier, ramp and float bayward of 306 Via Lido Nord in an area where piers and floats are restricted by Council's Harbor Permit Polic- ies. (Section 23, Y-1) APPLICANT: Mr. Nicholas Shammas RECOMMENDATION: If desired: (a) Deny Harbor Permit #175-306 or (b) Approve the Harbor Permit subject to the following conditions: 1. The approval of the U. S. Army Corps of Engineers. 2. The approval of the Lido Isle Community Association. DISCUSSION: The approval of the City Council on this application is required because: (a) Council Harbor Permit Policies Section (Y-1) states, "Piers, and floats will not be permitted in the beach area along the northerly side of Lido Isle between the easterly line of Lot 849 and the westerly line of Lot 493.°' to The applicant's lot (846 and 1/2 of 845) is the second parcel easterly of the border line within the zone identified by Section 23, Y-1 of the Council's Harbor Permit Policies. 2. There is an existing Harbor Permit (#175-300) for a pier, ramp and slip bayward of Lots 848 and 847. This is the first parcel east of the border line and to the immediate West of the applicant. Our records ITEM NO. G-3 do not indicate when this permit was originally approved. 3. The closest private pier facility to the East of the applicant is approximately 1,200 feet and is located at 500 Via Lido Nord. 4. There is one Community Association pier at the street end of Via Genoa and Lido Nord, This is approximately 600° East of the applicant's pro perty. 5. Written notification was mailed on November 22 to residents 3001 on either side of the applicant, as well as the Lido Isle Community Association. D. Harshbarger, Captain Marine Safety Department DH;lf Attachment CITY OF NEWPORT BEACH CALIFORNIA 92660 MARINE SAFETY DEPARTMENT City Hall 70 NEWPORT PIER 3300 Newport Blvd. (714) 673-2110 June 18, 1973 Lido Isle Community Association 701 Via Lido Soud Lido Isle Newport Beach, California 92660 Dear Mr. Sprague: Please be advised that the proposed harbor permit for Mr. Nicholas Shammas at 306 Via Lido Nord will be: on the Council's agenda for June 25,_1973. If I can be of any further assistance, please call me.. Sincerely, ZV�- -� D. Harshbarger, Captain Marine Safety Department DH:lf 1`Lao J1Z COMMUNITY ASSOCIATION 701 VIA LIDO SOLID, LIDO ISLE TELEPHONE: 673-6170 NEWPORT BEACH, CALIFORNIA 92660 June 1973 Honorable Mayor arA City Coamilmen -1 xewport City rmall 3,300 Xemp*rt Blvd N h. Ca 12660 This hthe Shamus applioationfor the c*",txuatUa of a pier and floating dock on and .: t to Lot 346,, Tract 907.# coumnly known as vioormisly oppose this at d set,,a-sido ffor the ^CowuA1tjr for boach use Mr 6h4a=e has faded to applyfor Board of vimotorOs aj,pproval.. as req.-aim.1by Udo dale Declaration Protective RosDict �onorder doement setting forth covenants,, conditious and restrictions. lue pointed out this y Attorney De- nig. O'Neil La. our letter to h1m dated november 28,. .197 2 evade the .t what $to" are necessary ��land Use patte=a as sot forth in his deed. RespectomullY4, Willim T. Spraque : oennis 04401.10 Attorney mr saokolms shamas me"rt Beach N'rDevartm.,nt A Non -Profit Cooperative Organization of All Lido Isle Property Owners March 26, 1973 TO: FROM: SUBJECT: MARINE SAFETY DEPARTMENT 70 Newport Pier ITEM NO. MAYOR AND CITY COUNCIL Marine Safety Department RE -SUBMITTAL OF HARBOR PERMIT APPLICATION #175-306 (MR. N. SHAMMAS, 306 Via Lido Nord) The harbor permit application for Mr. Shammas and the Marine Safety Department staff report was submitted initially to the Council on December 9, 1972. The Council continued the application to January 8 so that the application could be further reviewed. Prior to January 8, the applicant, in a letter to the City Clerk, requested the application be continued to the February 26 Council meeting. A second request from the applicant continued the application to March 26. Please find attached the Marine Safety Department staff report dated December 4, 1972, and a letter from the Lido Isle Community Association in opposition to the issuance of the permit. D. Harshbarger, Captain Marine Safety Department DH:lf Attachment MARINE SAFETY DEPARTINONT 70 Newport Pier March 15, 1973 Lido Isle Comunity Association Mal Via Lido Souk Lido Isle Newport Beach, California 92660 Dear mimSprague: Please be advised that the Proposed harbor permit for Mro s , alae amaas a 0 Via Lada sir will e on e Council's senna or March 26,, 1973, If I can be sof �� further assis Bance, please call me. Sincerely, D, Harshbarger, Captain Marine Safety Department D:d If Sohn FL MacFaden P U 3 L I C RELATI O NS SERVICE ADJACENT TO L.A. INTERNATIONAL AIRPORT 999 NORTH SEPULVEDA BLVD. EL SEGUNDO= 'A'LiFCRNIA 90245 }�'('f C :__ ,DRiB SPIES 804 December 19, 1972 ❑ Mayor 'tlansger ��T El !'i:nutm , Direefor `' Honorable City Council„{'.� City of Newport Beach Newport Beach,* California Attn: City Clerk Ref: Application of N. Shammas for boat slip on Lula isle #175-306 Marine Safety Dept, setter of Dec. 15', 1972 Gentlemen: Pursuant to our telephone conversation this letter will serve as a written request to have the above described matter set over until the council meeting scheduled %r Monday, February 26, 1973. Cordially hn R. Maclyaden JR'i\4/ss ter.- c� �r ACCREDITED December 4, 1972 MARINE SAFETY DEPARTMENT 70 Newport Pier ITEM NO. G-3 TO: MAYOR AND CITY COUNCIL FROM: Captain D. Harshbarger, Marine Safety Department SUBJECT: HARBOR PERMIT APPLICATION NO. 175-306 APPLICATION TO: Construct a pier, ramp and float bayward of 306 Via Lido Nord in an area where piers and floats are restricted by Council's Harbor Permit Polic- ies. (Section 23, Y-1) APPLICANT: Mr. Nicholas Shammas RECOMMENDATION: If desired: (a) Deny Harbor Permit #175-306 or -(b) Approve the Harbor Permit subject to the following conditions: 1. The approval of the U. S. Army Corps of Engineers. L. Tne approval of the Lido Isle Community Association. DISCUSSION: The approval of the City Council on this application is required because: (a) Council Harbor Permit Policies Section (Y-1) states, "Piers, and floats will not be permitted in the beach area along the northerly side of Lido Isle between the easterly line of Lot 849 and the westerly line of Lot 493." 1. The applicant's lot (846 and 1/2 of 845) is the second parcel easterly of the border line as identified by Section 23, Y-1. 2. There is an existing Harbor Permit (#175-300) for a pier, ramp and slip bayward of Lots 848 and 847. This is the first parcel east of the border line and to the immediate West of the applicant. Our records ITEM NO. G-3 do not indicate when this permit was originally approved. 3. The closest private pier facility to the East of the applicant is approximately 1,200 feet and is located at 500 Via Lido Nord. 4. There is one Community Association pier at the street end of Via Genoa and Lido Nord. This is approximately 600' East of the applicant's pro perty. 5. Written notification was mailed on November 22 to residents 300' on either side of the applicant, as well as the Lido Isle Community Association. D. Harshbarger, Captain Marine Safety Department DH:lf Attachment CITY OF NEWPOks BEACH HARBOR APPLI.%c.ATIOH NO. To Loa Beoch /17 53' b i B�P.v BANp :Pi64 1 1. U. S. Corps of Engineers Post Office Box 2711 Los Angeles, California 90053 Attention: Waterways Control Section Subject: Harbor Permit Application No. Dear Sir: I hereby request a U. S. Corps of Engineers' Permit for the construction and installation of a Dock & landing and appurtenances thereto, to be located in Newport Bay,a� of Lot No .846 &.L84 -Plock No. Tract 907 Newport Beach, California. I am ttie—owner of the aforementioned property, and I have made application for a Harbor Permit to the City.of Newport Beach. The adjoining property owners are: 844 & 847 & Lot 1, 845, Block Lot $4,, Block Tract 907 Tract 907 J. Carver Allen Fainbarg 310 Via Lido Nord 300 Via Lido Nord Newport Beach, California Newport Beach, California Date Enc. Plans dated 1 Sepia 4 copies Respectfully submitted, ---,n6 Via TJr30 Nord -oU7pcY't Ra,r.h , ('a l i f �rv� i 92660 1 CITY OF NEWPORT BEACH APPROVAL The Harbor and Tidelands Administrator of the City of Newport Beach has reviewed Harbor Permit application by ; and subject to the approval of the U. S. Corps of Engineers, will issue Harbor Permit No. Date cc: G. M. DAWES Harbor & Tidelands Administrator I /7S_394? CITY OF NEWPORT BEACH, H-2 June 81, 1970 TO: MAYOR AND CITY COUNCIL FROM: Harbor and Tidelands Administrator SUBJECT: HARBOR PERMIT APPLICATION NO. 175-390 APPLICATION TO: Revise the harbor facility bayward of Lot I, Lido Isle, y the ad ition of a swim float. APPLICANT: Lido Isle Community Association RECOMMENDATION: If desired, approve Harbor Permit Application No.175-390.. DISCUSSION: This application must be considered by the City Council because the structure will affect a designated swimming area and because the adopted Harbor Permit Policies restrict piers and floats in this area. The Lido Isle Community Association under Harbor Permit #175-390 currently maintains a pier, ramp and float at this location for boat landing and as a swimming float for island residents. Due to increased use by the residents and the conflict of the two uses, the Lido Isle Community Association desires to moor an additional float adjacent to the existing float for the use of swimmers. All bayfront,residents within three -hundred feet of the proposed harbor facility were notified in writing on May 22, 1970, and there has been no response, either pro or con, from this notification. 11� Avw� G. M. DAWE S�� /DSS/db. Attachment //ii c 5" 40'OV 2 �- CITY Oi= r IEOtt P00 r O E,4 1-1 r ` •:fiR- AVO ti u "~�M» rty /I ro Loner Beocb C f N7"ys, ( � ��.C..AJ�.'.�. /�..e"sem I •+�.' _ NtWPOiZI 4'� p 0 /e T O. fry ! f-G,� �,sa �scANp B 33 X30' - ..C• - C HPGE pQ @o,�, ______ _. � � CO40 N4 V I `r i M I T 1 SKETCH wcsr Err y i + Ea5 r _ A NEWPORT gAy CAL �FORNIA �, ^ Jerry o - 11C < MILES / ,5'0 C/'17 p'/n 95 /rn feet and denote dep"As below ti/eoP7 Lowe,- Low Wofer. Alox/yax. "7 ron9e of fide 4pPr ox/milia/Y /O beef Norbor //nes Ore estob/FsAao/ �n �h�g Sec�iori of Newport Bor ti+l.%r� v'.�.ur.�.+4 raT Lsa .�-i: '� �Ct',%�• G'/�C'�.�`-°-,ems" � ,rLreE �r•'r.:....�.. s� + E+ r J i ti+l.%r� v'.�.ur.�.+4 raT Lsa .�-i: '� �Ct',%�• G'/�C'�.�`-°-,ems" � ,rLreE �r•'r.:....�.. s� -- — ell �. CITY OF NEG^iPVh_i EACH HARBOR APPIL.fvA1A® V. ". warca'•wawarramwmmrrxe. To Logy_Fjcoch /17-i3' o 1 0 NEwPOKt 'pr � O � T � BAG .G. B 80A PIC" /SLANp .o -S C \ 33 *30' 9/'�.i B.oG 60q C'' PEEK Q C pec —,< F c VICINITY. SKETCH wEStJE,-, k EAST - I NEwPo RT PAY/ CAC IFoP-NfA o Y / - i JEtty s n 5'0Uhdin95 ore irn /eode e/ on' note,: deP]L!9s be/ow /117eo.9 LoY✓er Low Wooer. Mox/mum ron,e of fide gpprvximo�a/Y /o beef 1-704-60r- Ore orborOre esiob/tsh�d 7n phis . sec><�on of New orf Bo . P r �rj?�C'r �y W .�f?PL/C.4/VT,S N.4fr9E M L _ ` I s T:�?CT ljLOC.e GDT g I I LIDO is -I -AND CDMMU1//rY A5roclArloly Docle- VIA ANrISC-5 -AT VIA Z-100 1VOPr 1/0 L s"",• I galena♦ 4 s• ' 1/3 k s r +if •+ �T• i� r— • 5 GA. SPIRAL SPACING 12 1/41• NOTE: Swlftilft handling devicaa burned off 814' Cheater • and remaining 0.76"' x 2.66 deep .packet filled with epoxy grout. . 4 - 1/t' # 2701k StrandA 1.6•-Dla. PVC Jet Tube an Centerline III Oa. spiral on 7.6' 1.0. Circle SPECIFICATIONS CLAM- - - - - - - - - - - - - -Commercigl CONCRETE MIX: --------K-7 CONCRETE STRENGTH: - - -fc a6000 F.S.I. 0 20 Day• 1'p, ;. 4000 P.S.I. • Transfer STRAND: - - -- - - - - -- - 4 -.11/2" DIS. S70k A.S.T.M. A-410 SPIRAL: - _ ----_-___f Go. A.S.T.M. A -St AREA OF •TEFL:- _ - - _ _ _ .148 Sq. on, x.4 Strands INITIAL FORCE / STRAND: _ 00.740 LPs. It 4 Str*nds PRESTRESS FORCE • AT ANCHORAGE: - - - - - - - 128.000 Lbs. + • 148 410. IR. -41410 P.S.I. N V- 12"1$ PILE SECTION U r1.'' 7- V VA U1. I eo. K" M:Z: 712164 AVB,Utm. wt wiL$0mVlut.On ftFAS&NTON, CA (MA 01,14, At 12"* XVARIES PILE SECTION': ARRANGEMENT. i DETAIL .04-02 1" A -O7 -PP -?086, zut Nene