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10/06/16 WQTC_Agenda
CITY OF NEWPORT BEACH WATER QUALITY/COASTAL TIDELANDS COMMITTEE AGENDA Crystal Cove Conference Room - 2nd Floor Bay D Thursday, October 6, 2016 - 3:00 PM Water Quality/Coastal Tidelands Committee Members: Mayor Diane Dixon, Chair Council Member Duffy Duffield, Vice Chair Dennis Baker, Member Tom Houston, Member Carl Cassidy, Member Louis Denger, Member George Robertson, Member Fred Galluccio, Member Mike Melby, Member Staff Members: John Kappeler, Senior Engineer Raymund Reyes, Public Works Management Specialist The Water Quality/Coastal Tidelands Committee meeting is subject to the Ralph M. Brown Act. Among other things, the Brown Act requires that the Water Quality/Coastal Tidelands Committee agenda be posted at least seventy-two (72) hours in advance of each regular meeting and that the public be allowed to comment on agenda items before the Committee and items not on the agenda but are within the subject matter jurisdiction of the Water Quality/Coastal Tidelands Committee. The Chair may limit public comments to a reasonable amount of time, generally three (3) minutes per person. The City of Newport Beach’s goal is to comply with the Americans with Disabilities Act (ADA) in all respects. If, as an attendee or a participant at this meeting, you will need special assistance beyond what is normally provided, we will attempt to accommodate you in every reasonable manner. Please contact John Kappeler, Water Quality Enforcement Manager, at least forty-eight (48) hours prior to the meeting to inform us of your particular needs and to determine if accommodation is feasible at (949) 644-3218 or jkappeler@newportbeachca.gov. NOTICE REGARDING PRESENTATIONS REQUIRING USE OF CITY EQUIPMENT Any presentation requiring the use of the City of Newport Beach’s equipment must be submitted to the Public Works Department 24 hours prior to the scheduled meeting. 1)CALL MEETING TO ORDER 2)ROLL CALL AND INTRODUCTIONS 3)PUBLIC COMMENTS ON AGENDA ITEMS (10 min) Public comments are invited on agenda items. Speakers must limit comments to three (3) minutes. Before speaking, we invite, but do not require, you to state your name for the record. The Committee has the discretion to extend or shorten the speakers’ time limit on agenda items, provided the time limit adjustment is applied equally to all speakers. As a courtesy, please turn cell phones off or set them in the silent mode. 4)REVIEW AND APPROVAL OF MINUTES (5 min) Recommendation: Approve minutes as presented July 7 2016 Water Quality Coastal Tidelands Committee Draft Minutes with Attachments 5)OLD BUSINESS (10 min) October 6, 2016 Page 2 Water Quality/Coastal Tidelands Committee Meeting (a)Bay and Ocean Bacteriological Test Results (John Kappeler) (10 min) Review and discussion of recent water quality test results within Newport Bay and along the ocean shoreline. Recommendation: Receive and File 6)CURRENT BUSINESS (130 min) (a)Inside the Outdoors Foundation (ITOF) Student Presentation (Stephanie Smith) (40 min) Presentation from ITOF students. Recommendation: Receive and File (b)Irvine Company Water Conservation Program (Dean Kirk) (40min) Presentation and update on The Irvine Company’s Water Conservation Program Recommendation: Receive and File (c)Break (10min) (d)City of Newport Beach Sustainability Plan (Nancy Gardner) (40 min) Presentation and discussion on the City’s Sustainability Plan. Recommendation: Committee to discuss/provide recommendations 7)COMMITTEE ANNOUNCEMENTS OR MATTERS WHICH MEMBERS WOULD LIKE PLACED ON A FUTURE AGENDA FOR DISCUSSION, ACTION OR REPORT (NON-DISCUSSION ITEM) (10 min) (a)Fecal Indicator Bacteria (FIB) Natural Source Exclusion (b)Newport Bay Trash Removal Program (c)Orange County Water District (OCWD) Arundo Removal Project (d)Dept. of Fish and Wildlife Lands Pass (e)Seabin Project (f)Mitigation Banking (g)Poseidon Project (h)Surfrider Litter Program (i)Santa Ana Delhi Restoration Project (j)City of Newport Beach Recycled Water Master Plan (k)Santa Ana Delhi Restoration Project 8)PUBLIC COMMENTS ON NON-AGENDA ITEMS (10 min) Public comments are invited on agenda and non-agenda items generally considered to be within the subject matter jurisdiction of the Committee. Speakers must limit comments to three (3) minutes. Before speaking, we invite, but do not require, you to state your name for the record. The Committee has the discretion to extend or shorten the speakers’ time limit on agenda or non-agenda items, provided the time limit adjustment is applied equally to all speakers. As a courtesy, please turn cell phones off or set them in the silent mode. 9)SET NEXT MEETING DATE (5 min) October 6, 2016 Page 3 Water Quality/Coastal Tidelands Committee Meeting Recommendation: Call next meeting for November 3, 2016 Suggested Topics: City of Newport Beach Recycled Water Master Plan, Private Street Catch Basin Cleaning & Street Sweeping Program and the Santa Ana Delhi Restoration Project. 10)ADJOURNMENT City of Newport Beach Water Quality/Coastal Tidelands Committee Meeting Minutes Date: July 7, 2016 Time: 3:00 p.m. Location: Crystal Cove Conference Room, 100 Civic Center Drive, Newport Beach, CA 92660 Meeting Minutes prepared by: Raymund Reyes 1. The meeting was called to order at 3:00 p.m. by Chairwoman Diane Dixon. 2. Welcome/Self Introductions Committee Members present: Committee Members Absent: Mayor Diane Dixon, Chair Councilman Duffy Duffield, Vice Chair Fred Galluccio Mike Melby Lou Denger George Robertson Dennis Baker Tom Houston Carl Cassidy Guests present: Jack Skinner, Interested Party Nancy Skinner, SPON Nancy Gardner, resident Billy Dutton, Help Your Harbor Darrel Ferguson, Surfrider Foundation Jim Mosher, Resident Cassidy Lundy, UC Berkley Mark Ward, Help Your Harbor Vinny Hoang, OC Public Works Staff present: John Kappeler, Senior Engineer Dave Kiff, City Manager Mark Vukojevic, Deputy Public Works Director Raymund Reyes, Management Specialist Hazel McIntosh, Student Aide George Murdoch, Municipal Operations Director The agenda for the Water Quality/Coastal Tidelands Committee was posted at 1:04 p.m. on July 1, 2016, in the binder located in the entrance of the Council Chambers at 100 Civic Center Drive. 3. Public Comment on Agenda Items Jim Mosher noted a grammatical error in the June 2, 2016 draft minutes, indicating an incorrect use of past tense on the upcoming November vote on the Statewide plastic bag ban (Proposition 67.) 2 4. Approval of Previous Meeting’s Minutes Once a quorum was reached, a motion to approve the June 2, 2016 minutes was made. The motion was approved. 5. Old Business (a) Bay and Ocean Bacteriological Test Results John Kappeler provided a results summary for the last month. There were some high tides which produced some hits. In particular, there was an indication of a problem area by Abalone Avenue. Staff took daily samples, and while they concluded that it wasn’t directly due to humans or sewage, the root cause could not be determined. Mark Vukojevic noted that the Little Balboa Island Association might be a good resource for contacting residents and looking into possible causes. (b) Newport Aquatics Center (NAC) Sub-committee Report Dennis Baker gave a quick presentation on project updates, noting reductions in water usage at the Newport Aquatics Center (NAC), information on water recycling systems, and design options. Diane Dixon asked about water collection methods. Tom Houston inquired about the removal of some trees at the NAC. Nancy Gardner asked if the City would be paying for any future upgrades at the NAC. Mr. Baker indicated no, and that they would be pursuing grant opportunities. Mark Vukojevic suggested looking towards private grants. Diane Dixon inquired about the broader applications of the project. 6. Current Business (a) Water Quality/Coastal Tidelands August 4 Meeting A discussion to host or cancel the August 4, 2016 meeting was held. The Committee elected to cancel the meeting. (b) Bottle Fill Stations Darrel Ferguson gave a presentation on current and future plans for bottle fill stations. Fred Gallucio commented on the possibility of adding signage indicating the high standards of City water, and inquired about City Ordinances on glass containers. Tom Houston and Nancy Gardner asked about the influx of sand (from people using them to wash off from the beach) into the stations. Mark Vukojevic indicated that the City normally installs a station with Capital Improvement Projects such as Parks. Diane Dixon asked if water fountains were large consumers of water. Further discussion was held on the replacement schedule of fountains with bottle-fill stations, and a general encouragement to use reusable containers over plastic bottled 3 water. Diane Dixon asked staff to look at other Cities’ methods regarding the wisdom and economics of bottle fill stations, and asked Dave Kiff if an ordinance was required to add station requirements and specifications to the City’s standards. Nancy Gardner inquired about reaching out to reusable container manufacturers on possibly sponsoring/funding some of the installations. George Murdoch detailed the water quality standards between bottled water and tap water. (c) Newport Bay Waterwheel Project Billy Dutton gave an update on the progress of the water wheel project. There was progress on a number of fronts, including further analyses of alternative methods and locations. Most alternatives, such as the Bandalong Boom system, were deemed to be less viable option than the wheel. Fred Galluccio and Diane Dixon discussed public concerns about the wheel’s visual presence in the bay. Billy Dutton continued to discuss current cleanup efforts and reiterated that the current projected placement of the wheel would be the most ideal and most effective. However, the location would require Fish & Wildlife approval and California Coastal Commission permits. Diane Dixon asked about the possible grant funding. Mr. Dutton noted that Ocean Protection Council (OPC) funding was pushed out another year and that the project team was looking at other funding options in the meantime. John Kappeler noted that the CEQA process was starting, but a final location would need to be determined. Nancy Gardner noted that the Orange County Marine Protection Group might be a good source for grant funding. Carl Cassidy asked about target dates. Mr. Dutton responded, noting that the timeframe would be dependent on regulatory approvals and funding. Lou Denger asked about estimated maintenance costs. (d) 2015 Newport Beach Urban Water Management Plan George Murdoch gave a presentation of the 2015 Urban Water Management Plan (UWMP.) Mr. Murdoch began with a general overview of requirements, noting that all water suppliers must adopt UWMPs every five years. The City’s plan was adopted by Council on 6/28/2016, and was then submitted to the State’s Department of Water Resources. Core components of the plan include service area and facilities, sources and supplies, recycled water use, demand management, and implementation. George Murdoch discussed water supply projections and the use of census data in calculations, with Diane Dixon and Jack Skinner inquiring about the data sets. Dave Kiff noted disconnects between the State’s call for water conservation and sources of water. Diane Dixon expressed interest in a discussion on Ocean desalination and an update on the Poseidon project. Discussions concluded with water conservation goals, recycled water and its uses, and water supplies. 7. Committee Announcements or Matters which Members would like Placed on a Future Agenda for Discussion, Action or Report (a) Fecal Indicator Bacteria (FIB) Natural Source Exclusion (b) Newport Bay Trash Removal Program 4 (c) Orange County Water District (OCWD) Arundo Removal Project (d) Dept. of Fish and Wildlife Lands Pass (e) Seabin Project (f) Mitigation Banking (g) City of Newport Beach Sustainability Plan (h) City of Newport Beach Recycled Water Master Plan 8. Public Comments On Non-Agenda Items Darrel Ferguson requested that the committee revisit litter on Peninsula beaches as an agenda item. Jim Mosher mentioned that one of the items on the 7/12/2016 Council Study Session would be on the introduction of a Smart Utility Application for water use data tracking and conservation. Mr. Mosher also noted that a resolution declaring a Level Two water supply shortage was on the meeting agenda. Also mentioned was the upcoming Orange County Board of Supervisors vote on the Santa Ana Delhi Diversion Project. Jack Skinner asked about the City’s Level Two item, and Tom Houston asked George Murdoch about the mobile application. 9. Set Next Meeting Date The next meeting date was set for Thursday, September 1, 2016 at 3:00 pm in the Crystal Cove Conference Room, located at 100 Civic Center Drive, Newport Beach, CA 92660. 10. Adjournment A motion to adjourn was made. The meeting was adjourned at 5:07 p.m. ____________________________________ Chairwoman / Diane Dixon Health Care Agency / Environmental Health Newport Bay Bacteriological Monitoring ProgramTotal Coliform (TC), Fecal Coliform, Enterococcus (ENT) Colony Forming Units / 100 ml SampleSTATIONLocation Description 12/7/15 12/15/15 12/21/15 12/28/15 1/12/16 1/20/16 1/26/16 2/1/16 2/9/16 2/22/16 3/1/16 3/8/16 3/15/16 3/22/16 3/29/16 4/5/16 4/12/16 4/19/16 4/26/16 5/3/16 5/10/16 5/17/16 5/24/16 6/1/76 6/7/16 6/14/16 6/21/16 6/28/16NEWPORT BAY (Lower Bay) RAIN RAIN RAIN RAINBNB0943rd Street Beach TC >20000 400 NS 190 60 20000 50 >840 60 30 <9 >6300 9 <9 60 170 20 9 <9 9 9 9 20 >540 >40 2000 >9 >9 FC 1320 9 NS 9 <9 2100 <9 9 <9 <9 <9 210 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 ENT 150 <9 NS <9 9 1080 <9 40 <9 50 <9 30 <9 <9 9 <9 <9 <9 <9 <9 <9 9 40 <9 <9 <9 <9 9 BNB10 38th Street Beach TC 70 >150 40 370 60 >1120 <9 160 <9 50 <9 2700 <9 <9 <9 >40 <9 30 <9 <9 9 30 <9 30 >540 >9 <9 >9 FC <9 <9 <9 <9 <9 20 <9 <9 <9 9 <9 170 <9 <9 <9 20 <9 <9 <9 <9 9 <9 <9 <9 <9 <9 9 <9 ENT <9 <9 20 <9 30 180 <9 9 <9 <9 <9 9 <9 <9 <9 20 <9 40 <9 <9 <9 <9 <9 <9 30 9 <9 <9 BNB11 33rd Street Channel TC >9400 3600 >1000 20 60 >20000 9 NS <9 >500 <9 >1200 >500 >30 <9 20 <9 <9 <9 40 >130 40 <9 <9 <9 9 >40 >30 FC 240 >9 20 9 <9 1900 <9 NS <9 50 <9 140 <9 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 ENT 9 40 180 20 40 4000 <9 NS <9 40 9 <9 9 9 <9 <9 <9 <9 9 <9 40 <9 <9 <9 <9 9 <9 <9 BNB32 Lido Yacht Club Beach TC <9 >780 280 9 40 982 80 30 20 <9 60 >9300 60 20 <9 >30 40 >9 <9 220 9 40 <9 20 9 9 9 <9 FC <9 <9 <9 <9 20 870 50 <9 <9 20 20 660 30 <9 <9 9 9 <9 <9 150 <9 30 <9 <9 <9 <9 <9 <9 ENT <9 <9 <9 <9 20 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 9 <9 >9 280 <9 <9 <9 <9 <9 <9 <9 <9 BNB07 Via Genoa Beach TC 20 650 >790 9 40 40 <9 400 <9 9 9 6200 <9 200 20 <9 9 <9 <9 <9 20 9 <9 <9 <9 <9 <9 <9 FC <9 9 20 <9 20 30 <9 30 <9 9 <9 430 <9 170 20 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 ENT <9 <9 9 <9 <9 80 <9 40 <9 <9 <9 <9 9 <9 <9 <9 <9 <9 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 BNB35 Newport Blvd. Bridge TC 560 690 >20000 1070 20 >1160 190 550 440 >400 290 4500 NS >10800 30 <9 >6700 <9 70 9 >390 110 91 NS 70 >2400 330 >20000 FC 130 40 5200 40 <9 130 30 9 290 90 9 140 NS 840 <9 <9 540 <9 <9 <9 30 <9 <9 NS <9 >280 <9 90 ENT 70 <9 120 <9 9 20 9 <9 <9 220 <9 <9 NS <9 <9 <9 310 <9 <9 <9 40 <9 9 NS <9 30 <9 40 BNB12 Rhine Channel TC <9 40 >1550 90 30 230 9 400 <9 30 <9 8000 40 <9 9 20 <9 9 20 <9 40 60 <9 50 210 150 >110 >250 FC <9 <9 <9 <9 <9 9 9 <9 <9 <9 <9 630 <9 <9 <9 <9 <9 <9 9 <9 <9 <9 <9 <9 <9 <9 40 <9 ENT <9 <9 <9 <9 <9 9 <9 <9 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 280 <9 BNB14 19th Street Beach TC 30 800 460 20 91 9 9 >20000 30 9 <9 >13900 <9 9 <9 <9 <9 <9 9 <9 <9 <9 <9 >9 30 9 <9 >9 FC <9 <9 91 <9 <9 <9 <9 40 <9 9 <9 740 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 ENT <9 30 20 <9 20 <9 20 30 <9 <9 <9 20 <9 <9 <9 <9 <9 <9 <9 <9 <9 9 <9 <9 <9 <9 <9 <9 BNB15 15th Street Beach TC 50 770 >430 20 250 40 20 1100 91 <9 <9 13400 20 <9 <9 <9 20 <9 20 <9 390 <9 <9 <9 <9 20 30 >140 FC <9 <9 <9 <9 <9 20 <9 100 20 <9 <9 330 <9 <9 <9 <9 <9 <9 <9 <9 140 <9 <9 <9 <9 9 <9 <9 ENT <9 <9 99 9 9 9 <9 9 <9 <9 <9 20 <9 <9 <9 <9 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 60 BNB17 10th Street Beach TC <9 590 270 <9 40 20 <9 120 30 9 <9 >20000 9 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 9 <9 <9 <9 FC <9 9 60 <9 <9 <9 <9 20 9 <9 <9 1170 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 ENT <9 <9 <9 <9 <9 9 <9 9 <9 9 <9 30 <9 <9 <9 <9 <9 <9 <9 <9 <9 40 <9 <9 <9 <9 <9 <9 BNB18 Alvarado/ Bay Isle Beach TC <9 570 2100 20 40 100 <9 70 <9 <9 <9 >12100 40 230 <9 9 9 <9 <9 <9 >160 9 9 >1490 <9 <9 <9 <9 FC 20 9 150 9 <9 9 <9 <9 <9 <9 <9 280 9 220 <9 9 <9 <9 <9 <9 9 <9 <9 1260 9 <9 <9 <9 ENT <9 <9 1090 <9 <9 9 <9 <9 2 40 <9 9 <9 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 50 9 9 BNB22 N Street Beach TC 9 30 320 <9 20 20 9 <9 <9 <9 9 480 9 <9 <9 9 40 <9 30 <9 <9 >9 <9 <9 50 <9 <9 <9 FC <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 30 <9 <9 <9 <9 9 9 9 <9 <9 <9 <9 <9 50 <9 9 <9 ENT <9 <9 9 <9 9 <9 <9 9 <9 <9 <9 <9 170 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 BNB31 Garnet Avenue Beach TC <9 580 180 20 170 30 20 30 60 9 <9 >11800 20 20 9 <9 >9 30 >9 20 >130 >9 9 91 >9 180 20 >40 FC 9 <9 <9 <9 <9 <9 30 9 <9 <9 <9 280 <9 <9 <9 <9 20 <9 <9 <9 9 20 <9 <9 9 <9 <9 9 ENT <9 <9 9 9 30 9 <9 9 <9 <9 <9 <9 <9 <9 <9 <9 890 <9 30 9 <9 9 <9 <9 9 <9 <9 <9 BNB03 Ruby Avenue Beach TC 9 270 220 <9 40 80 9 20 <9 20 <9 3700 30 <9 <9 <9 <9 70 <9 9 100 >20 <9 <9 40 <9 50 <9 FC <9 9 <9 <9 <9 <9 9 9 9 <9 <9 150 <9 <9 <9 <9 <9 20 <9 9 <9 <9 <9 <9 <9 <9 9 <9 ENT <9 9 <9 9 9 20 <9 20 30 60 <9 20 30 <9 <9 30 <9 <9 <9 <9 9 9 <9 9 <9 <9 <9 BNB20 Sapphire Avenue Beach TC 290 70 80 <9 70 40 40 40 >400 <9 9 >130 >440 9 <9 >9 >40 30 80 >40 40 >9 >9 >30 20 <9 >20 >40 FC 340 <9 20 <9 30 <9 9 <9 340 <9 <9 20 80 <9 <9 <9 40 <9 50 <9 <9 30 <9 40 9 <9 40 9 ENT 20 <9 <9 9 460 <9 20 9 10800 30 <9 20 50 <9 <9 <9 <9 9 <9 <9 <9 9 <9 50 <9 9 <9 30 BNB34 Grand Canal TC 50 40 120 <9 70 <9 9 320 <9 9 50 >1450 530 50 9 9 220 <9 60 40 1900 >9 >9 >9 50 >91 340 NS FC 20 <9 <9 <9 9 60 2 60 <9 <9 9 170 320 9 <9 <9 110 <9 90 30 1100 <9 <9 9 20 80 260 NS ENT <9 20 9 <9 <9 9 <9 <9 <9 <9 <9 <9 40 <9 20 <9 230 <9 <9 <9 30 9 <9 30 20 9 <9 NS BNB21 Abalone Avenue Beach TC 40 1050 40 40 100 40 20 50 9 <9 30 570 390 9 50 >20 <9 60 80 40 40 >200 <9 >320 >1340 >20 >1090 >380 FC 30 310 20 <9 60 9 20 40 <9 <9 30 70 150 <9 40 20 <9 9 20 <9 30 150 <9 190 1290 40 1270 350 ENT <9 940 <9 <9 9 30 <9 <9 <9 <9 20 <9 30 <9 20 3700 9 <9 9 <9 <9 20 9 70 60 <9 40 20 BNB01 Park Avenue Beach TC 30 20 120 <9 40 <9 9 20 30 <9 <9 3800 160 <9 90 30 <9 <9 <9 9 50 >9 <9 >9 9 <9 20 9 FC <9 <9 <9 <9 <9 <9 <9 9 30 <9 <9 180 91 <9 <9 20 <9 <9 <9 9 <9 9 <9 <9 <9 <9 <9 <9 ENT <9 <9 <9 <9 <9 <9 <9 <9 <9 9 20 <9 40 <9 <9 <9 <9 9 <9 <9 9 <9 9 <9 <9 <9 <9 <9 BNB02 Onyx Avenue Beach TC <9 330 140 80 91 120 30 30 30 9 <9 >1010 20 <9 80 9 <9 9 30 20 40 >9 9 >9 <9 <9 70 >9 FC <9 9 9 60 <9 9 20 <9 <9 9 9 170 <9 <9 40 20 <9 <9 9 <9 20 <9 <9 20 9 <9 <9 <9 ENT <9 9 <9 <9 <9 450 <9 9 <9 <9 9 30 <9 <9 <9 <9 <9 <9 <9 <9 20 <9 <9 20 <9 <9 <9 <9 BNB29 Promontory Point Channel TC <9 <9 9 20 30 90 9 30 9 <9 <9 370 20 <9 <9 <9 60 <9 <9 <9 <9 9 <9 160 <9 <9 <9 <9 FC <9 <9 <9 <9 <9 <9 9 <9 <9 <9 <9 120 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 ENT <9 9 9 9 <9 <9 <9 <9 <9 <9 <9 9 <9 <9 <9 <9 <9 <9 9 <9 <9 9 9 <9 <9 <9 <9 <9 BNB33 Bayside Drive Beach TC <9 >230 80 40 50 50 30 40 20 20 140 190 80 20 70 >30 30 9 >200 >9 30 >100 >9 >100 >30 >20 >50 <9 FC <9 <9 <9 <9 <9 20 <9 9 <9 <9 30 9 <9 <9 20 <9 9 <9 140 20 <9 80 <9 <9 <9 9 20 <9 ENT <9 <9 <9 <9 9 9 9 9 9 9 40 9 20 <9 20 <9 20 <9 70 9 9 170 9 9 9 20 30 40 BNB23 Rocky Point Beach TC 9 <9 30 <9 130 9 <9 9 420 100 9 150 9 9 60 >1540 <9 >9 <9 >9 >9 >9 >20 >9 >230 >9 >9 20 FC <9 <9 9 <9 <9 <9 <9 9 9 9 <9 40 <9 9 20 1070 <9 <9 <9 <9 <9 <9 9 <9 91 9 <9 <9 ENT <9 <9 <9 <9 9 30 <9 <9 20 30 <9 9 <9 <9 <9 <9 9 20 <9 <9 <9 <9 <9 <9 9 <9 <9 <9 Health Care Agency / Environmental Health Newport Bay Bacteriological Monitoring ProgramTotal Coliform (TC), Fecal Coliform (FC), Enterococcus (ENT) Colony Forming Units / 100 ml SampleSTATIONLocation Description 11/3/15 11/9/15 11/17/15 11/23/15 12/1/15 12/7/15 12/15/15 12/21/15 2/9/16 2/22/16 3/1/16 3/8/16 3/15/16 3/22/16 3/29/16 4/5/16 4/12/16 4/19/16 4/26/16 5/3/16 5/10/16 5/17/16 5/24/16 6/1/16 6/7/16 6/14/16 6/21/16 6/28/16NEWPORT BAY (Upper Bay)RAIN RAIN RAINBNB24Newport Dunes - Middle TC 310 50 9 >9 110 <9 >20000 >7700 30 230 9 >20000 >220 20 >30 20 <9 <9 <9 9 >30 <9 <9 9 <9 >320 9 >120FC2030<9 20 9 9 460 110 30 9 <9 5300 20 20 <9 9 <9 <9 <9 9 <9 9 <9 <9 <9 <9 9 <9ENT<9 <9 9 <9 9 9 40 60 9 9 <9 1380 <9 <9 <9 9 <9 <9 <9 <9 <9 9 <9 <9 <9 9 <9 <9BNB24Newport Dunes - West TC 80 30 30 <9 >1080 >9 >20000 >8000 9 100 9 >20000 >1210 40 9 120 20 9 <9 <9 >110 9 9 <9 <9 40 9 20FC202020<9 70 40 350 70 9 <9 20 4600 40 30 <9 70 <9 <9 <9 9 9 <9 <9 <9 9 9 <9 9ENT<9 <9 <9 <9 30 <9 <9 9 <9 <9 <9 1900 60 9 <9 9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9BNB24Newport Dunes - East TC <9 9 30 30 40 40 >20000 >8200 9 91 20 >20000 >350 >90 >40 >9 30 <9 >9 >20 >120 >120 <9 >1020 >30 <9 >9 60FC99<9 9 20 20 150 180 9 9 <9 5300 80 50 9 9 20 <9 <9 <9 20 30 <9 260 <9 9 <9 <9ENT<9 <9 <9 <9 <9 <9 <9 40 <9 <9 60 1410 40 1000 9 9 9 <9 <9 <9 <9 40 <9 <9 9 <9 <9 <9BNB24Newport Dunes - North TC 9 20 20 40 30 40 >13700 >4600 40 240 140 >20000 >230 9 >90 9 40 <9 <9 >9 >190 >30 <9 >9 >20 <9 >9 <9FC<9 <9 <9 40 <9 30 170 90 9 50 120 4500 9 20 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9ENT<9 <9 <9 60 <9 20 40 9 <9 20 9 1500 9 <9 9 <9 9 9 <9 <9 40 9 <9 <9 9 <9 <9 <9BNB25Vaughn's Launch TC NS NS NS 2100 NS 460 >16100 >7900 9 110 NS >20000 NS >50 NS >1230 NS >9 NS NS NS NS NS NS NS NS NS NSFCNSNSNS130NS170370370<9 9 NS 1240 NS <9 NS <9 NS 9 NS NS NS NS NS NS NS NS NS NSENTNSNSNS110NS30201409<9 NS 380 NS <9 NS 290 NS 20 NS NS NS NS NS NS NS NS NS NSBNB26Ski Zone TC NS NS NS NS NS NS NS NS NS 140 NS >20000 NS >20 NS >2600 NS >3800 NS >4500 NS NS NS NS NS NS NS NSFCNSNSNSNSNSNSNSNSNS<9 NS 2200 NS <9 NS <9 NS <9 NS 9 NS NS NS NS NS NS NS NSENTNSNSNSNSNSNSNSNSNS<9 NS 690 NS 60 NS 1040 NS 390 NS 420 NS NS NS NS NS NS NS NSBNB28North Star Beach TC <9 >20 30 <9 <9 <9 >20000 >20000 9 40 9 >20000 >760 9 NS >9 <9 <9 <9 >9 >160 9 9 9 <9 130 >9 >9 FC <9 <9 <9 <9 <9 <9 870 700 <9 9 <9 840 30 <9 NS <9 <9 <9 <9 9 9 <9 <9 <9 <9 9 20 <9 ENT <9 <9 <9 9 <9 <9 510 170 <9 280 <9 100 <9 <9 NS <9 <9 <9 <9 9 <9 <9 9 <9 9 <9 <9 <9 BNB30 De Anza TC 40 9 20 9 <9 <9 >840 >1000 9 30 NS 11600 >300 9 50 <9 <9 <9 <9 <9 50 <9 <9 <9 9 <9 50 <9 FC <9 <9 <9 <9 <9 9 <9 <9 <9 <9 NS 440 9 <9 9 <9 <9 <9 <9 <9 <9 9 <9 <9 <9 <9 40 <9 ENT <9 <9 <9 <9 <9 <9 9 20 <9 <9 NS 20 <9 <9 <9 <9 <9 <9 <9 <9 <9 9 <9 <9 <9 <9 160 <9 BNB05 Bayshore Beach TC 30 9 9 9 9 <9 840 >1820 9 40 <9 >11300 >190 <9 210 9 <9 70 <9 <9 70 >9 80 <9 40 >9 >50 <9 FC <9 <9 <9 <9 <9 <9 9 60 <9 <9 <9 390 <9 <9 170 <9 <9 9 <9 <9 <9 <9 <9 <9 9 <9 <9 9 ENT 20 <9 <9 9 <9 <9 9 50 <9 9 9 20 20 <9 20 <9 <9 <9 <9 <9 <9 <9 <9 <9 <9 9 <9 >20 NEWPORT BAY TRIBUTARIES CNBCD San Diego Creek - Campus Dr.TC >4300 >2600 >560 >1600 >750 >2000 >16700 >60000 >4000 >19000 >1600 >200000 17000 >2000 >2200 >4400 >1900 >1200 >1500 >1500 >8800 >3300 >550 >390 >400 >1600 >900 >1900 FC 1300 >280 >300 320 170 310 5300 4300 100 5630 150 >2400 390 110 210 710 260 210 270 410 370 320 40 230 160 570 290 210 ENT 350 9 110 280 60 110 1600 3800 30 70 130 3800 310 200 170 130 160 120 110 380 530 420 100 50 150 270 270 140 CNBSA Santa Ana Delhi Channel TC >48000 >7100 >39000 >39000 >104000 >6400 >20000 >200000 >3500 20000 >2200 >200000 29000 >1040 30000 >3700 >3400 >2700 >2600 >1900 >28000 >8700 >660 >3900 17000 >3600 >420 >280 FC >1900 >740 1700 2400 1640 760 >20000 2800 120 190 >200 11500 210 9 330 280 120 390 100 400 330 >260 100 130 7500 390 370 210 ENT 70 41 680 550 870 380 6000 3200 30 220 70 2400 360 30 180 270 240 140 210 300 810 580 400 390 1350 1030 280 210 CNBBC Big Canyon Creek TC >5000 >110 >5000 2700 >500 >250 >1460 1400 >200 >250 >1000 >4600 >960 >550 >2000 >480 >1900 >140 >1400 >1600 >290 >100 >360 >320 >160 >380 >1500 >2700 FC 310 40 290 150 220 60 410 310 110 120 100 980 160 40 180 20 330 <9 <9 50 80 20 50 520 140 20 30 360 ENT 150 240 250 200 120 90 560 370 90 60 160 660 200 110 600 140 310 100 80 140 210 150 260 1000 500 30 180 760 CNBND Backbay Drive Pipe TC >20000 >7300 >8400 9800 >9000 >20000 >11200 >5500 2300 >620 >420 >19300 >560 >6400 >1330 >640 >2700 >1100 >1120 >800 >1600 >5800 >700 NS NS NS NS NS FC 6200 3700 8500 3500 8400 20000 5200 680 280 80 40 4300 9 4400 110 20 30 <9 270 <9 9 80 <9 NS NS NS NS NS ENT 3800 2800 7200 2000 1590 5200 5200 1600 3000 790 100 3500 70 670 40 40 330 260 390 100 340 170 160 NS NS NS NS NS NEWPORT SLOUGH 11/4/15 11/12/15 11/18/15 11/23/15 12/2/15 12/7/15 12/16/15 12/21/15 2/8/16 2/16/16 2/24/16 3/2/19 3/10/16 3/16/16 3/23/16 3/30/16 4/6/16 4/13/16 4/20/16 5/4/16 5/11/16 5/18/16 5/25/16 6/2/16 6/8/16 6/15/16 6/22/16 6/29/16 BNS01 Lancaster Street &TC 30 20 60 160 30 30 430 70 <9 <9 <9 <9 140 <9 30 20 <9 >50 >91 >100 30 <9 >20 >150 9 <9 >100 <9 61st Street FC 9 9 20 70 20 20 <9 9 9 <9 <9 9 9 <9 <9 9 <9 <9 20 140 20 <9 <9 20 <9 >9 20 <9 ENT <9 9 40 80 <9 <9 9 9 <9 <9 <9 <9 <9 <9 9 <9 9 <9 <9 50 9 <9 <9 20 9 <9 <9 <9 BNS02 Grant Street TC <9 2100 <9 300 110 >260 >20000 >20000 40 70 9 450 200 20 20 80 <9 20 >9 9 20 >40 <9 >60 20 >100 9 >9 FC <9 40 <9 <9 <9 <9 >580 210 <9 20 9 370 50 <9 <9 40 <9 <9 20 9 9 9 <9 30 20 <9 9 <9 ENT <9 40 <9 9 <9 <9 60 140 <9 20 9 140 40 <9 <9 <9 9 20 9 40 9 30 <9 <9 9 <9 <9 9 NS - NOT SAMPLED SINGLE SAMPLE STANDARDS: LA - LAB ACCIDENT Total Coliforms - 10,000 organisms per 100 milliliters sample. Cw/(o)C- CONFLUENT GROWTH Fecal Coliforms - 400 organisms per 100 milliliters sample. WITH(OUT) COLIFORMS Enterococci - 104 organisms per 100 milliliters sample. TNTC - TOO NUMEROUS TO COUNT Fecal:Total Ratio - >1000 total coliforms if ratio exceeds 0.1. Single Sample Standard Violation.30-DAY LOG MEAN STANDARDS (of five weekly samples) Long-term Posting Location. Total Coliforms - 1,000 organisms per 100 milliliters sample. Creek/Drain Sample Location. Fecal Coliforms - 200 organisms per 100 milliliters sample. Rain Influenced Data. Enterococci - 35 organisms per 100 milliliters sample. OCSD Bacteriological Ocean Monitoring Program Total Coliform (TC), Fecal Coliform (FC), Enterococcus (ENT) Colony Forming Units/100 ml SampleDATE3/2 3/8 3/9 3/15 3/16 3/22 3/23 3/29 3/30 4/5 4/6 4/12 4/13 4/19 4/20 4/26 4/27 5/3 5/4 5/10 5/11 5/17 5/18 5/24 5/25 5/31 6/1 6/7 6/8 6/14 6/15 6/21 6/22 6/28 6/29Location/Tide RAIN RAIN RAINBolsa Chica TC 100 17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 1200 <17 17 33 17 Beach FC 33 17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 820 <17 17 <17 <17 <17 <1739NENT244<2 2 <2 <2 2 <2 6 <2 <2 <2 20 6 6 <2 <2Bolsa Chica TC 400 <17 67 <17 <17 50 <17 <17 <17 17 <17 17 <17 17 <17 17 <17 Reserve FC <17 <17 <17 <17 <17 <17 <17 <17 <17 17 17 <17 <17 17 <17 <17 <1733NENT22<2 24 <2 4 8 12 <2 <2 6 2 <2 4 4 <2 8 8BluffsTC48017<17 <17 50 <17 <17 <17 <17 <17 <17 <17 <17 <17 17 <17 <1727NFC<17 17 <17 17 17 <17 <17 17 <17 <17 <17 <17 <17 <17 17 <17 <17ENT8624<2 24 >400 6 2 2 <2 2 <2 <2 <2 8 8 <2 4 4 17th Street TC 270 <17 <17 17 <17 17 17 <17 17 17 <17 <17 <17 <17 <17 17 <17 21N FC 50 <17 <17 17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17ENT50<2 2 2 8 <2 <2 2 4 <2 <2 4 2 18 4 4 <2Jacks Snack TC 520 33 17 <17 <17 <17 33 <17 <17 1200 <17 17 <17 <17 67 33 <17 Bar FC 33 <17 <17 17 <17 <17 <17 <17 <17 33 <17 17 <17 <17 <17 33 <17 15N ENT 44 4 10 6 10 <2 4 4 <2 6 2 38 4 8 2 6 <2 Beach Blvd.TC 1000 <17 <17 <17 <17 <17 <17 <17 <17 9300 <17 <17 <17 <17 <17 33 <1712NFC120<17 <17 17 17 <17 17 <17 <17 560 <17 17 <17 <17 <17 33 <17ENT2188<2 2 2 <2 <2 <2 <2 <2 <2 16 2 4 <2 14 <2SCE Plant TC <17 460 17 <17 <17 <17 33 <17 33 17 <17 <17 17 <17 17 <17 17 <17 <17>6100 <17 17 <17 <17 <17 33 <17 17 17 <17 <17 67 17 <17 <17 9N FC <17 33 <17 <17 <17 17 17 <17 <17 17 <17 <17 <17 <17 33 <17 <17 <17 17 100 <17 <17 <17 <17 <17 <17 <17 <17 <17 33 <17 120 <17 <17 <17 ENT <2 42 36 2 6 2 6 6 2 8 8 2 6 2 2 <2 <2 <2 <2 12 <2 2 2 4 <2 2 <2 4 2 <2 10 8 <2 <2 <2Magnolia TC <17 820 67 <17 17 <17 <17 17 17 83 17 33 <17 17 17 <17 <17 <17 50>5100 17 <17 <17 33 <17 <17 <17 50 <17 <17 67 120 <17 17 33 Street FC 17 17 17 <17 <17 <17 <17 <17 <17 50 <17 <17 <17 83 17 <17 17 <17 <17 130 <17 <17 17 <17 <17 <17 <17 <17 <17 <17 100 150 <17 <17 <17 6N ENT 6 20 14 4 4 2 6 6 2 82 2 10 6 4 6 <2 <2 <2 6 6 8 <2 <2 <2 2 <2 4 8 2 <2 18 24 4 4 <2 Brookhurst TC 17 700 <17 <17 17 83 83 <17 17 170 17 17 <17 <17 <17 <17 <17 <17 <17>5700 33 <17 <17 17 <17 <17 33 33 50 <17 67 50 33 <17 173NFC<17 17 <17 <17 <17 50 50 <17 <17 67 <17 <17 <17 <17 <17 <17 17 <17 <17 130 <17 <17 <17 <17 <17 <17 <17 17 17 <17 50 50 83 17 <17 ENT 8 66 10 4 4 23 30 2 4 60 <2 10 <2 <2 2 4 4 <2 <2 4 12 2 <2 <2 52 <2 >400 16 12 <2 4 26 6 <2 <2 Santa Ana TC 120 300 33 67 130 33 17 33 33 <17 <17 <17 <17 <17 <17 17 <17 <17 <17>7000 83 <17 <17 50 17 <17 <17 <17 <17 <17 <17 120 17 17 <17 River Mouth FC 17 17 <17 <17 120 17 17 33 17 <17 <17 <17 <17 <17 <17 17 <17 <17 <17 400 17 <17 <17 17 17 <17 <17 <17 <17 <17 17 <17 33 50 330ENT2202163462128<2 <2 <2 <2 <2 <2 <2 10 <2 <2 12 4 <2 <2 2 <2 <2 <2 <2 30 <2 <2 2 8 6 <2 Orange TC 230 120 17 50 33 <17 <17 <17 17 <17 <17 <17 <17 <17 83 <17 <17 <17 Street FC 17 130 <17 17 <17 <17 17 <17 17 <17 <17 <17 <17 <17 50 <17 <17 <173SENT76230361610<2 4 <2 12 <2 <2 <2 <2 <2 34 <2 2 <252nd/53rd TC <17 67 <17 <17 17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 Street FC 50 17 <17 <17 <17 <17 <17 <17 83 <17 <17 <17 <17 <17 <17 17 <17 <17 6S ENT 28 28 2 6 2 <2 <2 <2 16 <2 <2 <2 <2 <2 <2 <2 4 <238th Street TC 17 67 <17 <17 33 <17 <17 <17 17 <17 <17 <17 <17 <17 <17 <17 <17 <179SFC<17 <17 <17 <17 <17 <17 <17 <17 17 <17 <17 <17 <17 <17 <17 <17 <17 <17ENT42266<2 <2 4 <2 <2 <2 <2 <2 <2 <2 2 4 <215th/16th TC <17 130 <17 <17 17 <17 <17 <17 17 <17 <17 <17 <17 <17 2 <17 <17 <17 Street FC 17 17 17 17 <17 <17 <17 <17 17 <17 <17 <17 <17 <17 17 <17 <17 <1715SENT4221024<2 2 <2 <2 <2 <2 2 <2 <2 17 <2 <2 <2Balboa Pier TC <17 67 <17 67 <17 <17 17 <17 17 <17 <17 <17 <17 50 <17 <17 <17 <1721SFC<17 17 <17 50 17 <17 <17 <17 <17 <17 <17 <17 <17 33 <17 <17 <17 <17ENT2442<2 12 6 <2 <2 <2 <2 6 <2 <2 2 4 <2 <2 The Wedge TC <17 17 <17 17 <17 130 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <1727SFC<17 <17 <17 17 <17 100 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17 <17ENT<2 6 4 6 <2 <2 <2 2 4 <2 <2 <2 <2 <2 <2 4 <2 <2Corona Del TC <17 150 <17 33 17 <17 <17 17 <17 <17 17 <17 <17 <17 17 17 33 <17 Mar Beach FC <17 <17 <17 <17 17 <17 <17 <17 <17 <17 <17 <17 <17 17 17 33 <17 <17 29S ENT 4 4 <2 6 <2 2 <2 2 <2 16 2 6 <2 92 <2 8 <2 2Crystal Cove TC <17 50 <17 <17 <17 <17 <17 <17 17 <17 <17 67 <17 17 17 17 <17 1739SFC<17 <17 <17 <17 <17 17 <17 <17 <17 <17 <17 33 <17 <17 <17 <17 <17 <17ENT<2 4 <2 <2 <2 <2 <2 <2 <2 <2 <2 6 2 4 <2 2 <2 <2 SINGLE SAMPLE STANDARD VIOLATION N/S NO SAMPLE / NO DATA CWOS CONFULENT GROWTH WITHOUT SHEEN CWS CONFULENT GROWTH WITH SHEEN CWB CONFULENT GROWTH WITH BLUE (FECAL INDICATOR) "5IF1FSGFDUDMPTFEMPPQSFDZDMJOH TZTUFNQSPEVDUMJOFGPr marinas, exclusively with Patented Advanced Separation Module. Pre-Treatment Tank with AC-ASM AGYanFed Separation Module "C-ASM641"5&/5 ,ncrease eIIicienc\ lowestand consumable & maintenance cost in an\ closed loop reclaim .s\stem AquaHaul & AC-ASM Used for Low Volume Washing & Seasonal Haul-Out washing with AC-ASM; Advanced Separation Module System. "US Patent" Advanced Separation Module Available in: 150Gallons, 300Gallons & 500 Gallons. 15 Gallons Per Minute & Supports 1-2 Pressure Washer. Ultra-Violet & Bromine Treatment. AquaClean Used for Boat Yards, High & 'ry Seasonal & High Volume Washing. 20 Gallons Per Minute & Supports 1-4 Pressure Washer. 250 Gallons Recirculating Tank. 5/10/20/ Micron Solids Reduction. Ultra-Violet & Bromine Treatment. AvailaEle with Pre-7reatment AC-ASM "US Patent" &OBCMF2VJDL4FQBSBUJPO8IBUGMPBUTXJMMGMPBU XIBUTJOLT XJMMTJOL Advanced Separation Module Available in: 150Gallons, 300Gallons & 500Gallons. Reduce maintenance and filter consumption. Works better than an\ other technolog\ Ior single pass treatment Ior seZer and stormZater discharge. 2016 AquaClean and AquaHaul with Patented Advanced Separation Modules Aqua Haul1: LMD All in one Light to Moderate Duty w/ ASM: Good for closed loop single pass reclaim system. Can also be used for pretreatment for city sewer discharge system. Relies in the Advance separation model with support polishing filter, UV stylization and bromine chamber, 150 Gallon Capacity, 10-15 Gallons per minute processing. Supports up to 2 pressure washer. Light to medium duty. Price: $11,000 Aqua Haul2: MHD Allin One for medium to high duty. Now with Advanced Separation Module. 300 Gallon Capacity. 20-30 gallon per minute processing. Price: $17,000 AquaClean with AGS: Add 300 gallon ASM $28,000 Add 500 Gallon ASM $31,000 AquaClean: Standard without Constant recirculation, UV, Micron Filtration- $19,000 Advanced Separation Module Now with Advanced Separation Module April 2016 What Is AquaClean Advanced Separation Module Efficiently separates Solids, Metals, Oils and Grease and Suspended Solids. Uses a proprietary and patented combination of physics (mechanical ad- vantage), magnetic and electrical charge, and germicidal elimination to more easily and quickly process polluted water to clean water greatly re- ducing the need and cost or filters and consumables. United States Patent 9,266,751 ISSUED February 23, 2016 FIELD OF THE INVENTION The present invention relates to a system of wastewater purification. More particularly, the invention is directed to the field of endeavor that sanitizes the wastewater and removes undesirable materials such as lifeforms, soils and or suspended solids therefrom BACKGROUND OF THE INVENTION Currently, there are various ways to purify water including distillation, re- verse osmosis filtration and deionization. However, in most cases removing materials such as sand, metals, petroleum products, as well as eliminating bacteria and algae renders the purification process both expensive and slow. To solve these problems, engineers have created large reclamation systems. Typically, three tanks are manufactured and laid out to permit the settle- ment of sand and other suspension materials to the bottom of the tanks; ordinarily, this process happens in still lakes wherein the materials simply sink to the bottom of the lake. Thus, because this settlement process re- quires a large amount of time, each of the tanks needs to be enormous so as to permit a large amount of water to be processed for a particular city, factory, car wash or other environment. Contaminated water enters a first tank and once filled it proceed over a dam between the first and into the second tank. Here oil and hydrocarbons are permitted to rise to the surface thereof before a float valve is opened thereby allowing water to flow from the center of the tank into the third tank. There the water is cleaner than in the other two tanks such that it is substantially freer of oil and suspended solids than in the other tanks. However, this type of system creates other problems unrelated to the re- moval of sand, oils and other suspended materials. In particular, the large volume of water tends to promote the growth of bacteria, algae and other lifeforms; this thereby creates a further treatment issue that needs to be dealt with before the water may be put back into circulation. Thus, there needs to be a solution that separates the water from solids, oils and organics that does not have the disadvantage of lengthy process- ing time as well as overcomes the problems of large volume inherent in prior art systems. Further, it would be desirable for such a system to not use water filtration. Accordingly, there remains a need in the art for an inexpensive compact system that meets all of these requirements. SUMMARY OF THE INVENTION The present invention overcomes the deficiencies of the known art and the problems that remain unsolved by providing a method and respective ap- paratus for purification of water systems as taught by the invention and patent. How to Collect Boat Wash Water Marina Facilities with Boat Wash Operations •Dry Storage Marinas –primarily rinsing the boats off –removing salt water, trace films of hydrocarbons and organics •Boat Yards –paint chips, organic growth, trace metals and hydrocarbons •Seasonal Haul-out Operations –organic growth, some paint, trace metals and hydrocarbons •Commercial Boat Wash Operations -organic growth, some paint, trace metals and hydrocarbons Boat wash operations are primarily dealing with organics and paint chips. Some metals and hydrocarbons. Metals have been reduced with new bottom paints. ✪Test Your Boat Wash Water –TCLP test The TCLP, or Toxicity Characteristic Leaching (not Leachate) Procedure is designed to determine the mobility of both organic and inorganic analyses present in liquid, solid, and multiphase wastes.Cost –can range from $500 to $3000 –Discuss with certified lab - Rhode Island Marina Association has established a Trade Group rate Use Best Management Practices: ✪Switch to long-lasting, low-toxicity antifouling paint. Recommend antifouling paints containing the minimum amount of toxin necessary for the expected condition to your customers. Stock only those in the ship store. ✪Stay informed about antifouling products, like Teflon, silicone, polyurethane, and wax that have limited negative impacts. Pass on the information to your customers. ✪Discourage use of antifouling paint on boats kept in fresh water, except where invasive species like zebra mussels are a problem. Pressure Washers & Water Volume •Average pressure washer is 4 GPM with 2000 to 3000 PSI •Commercial sprayer with 5 GPM and 1500 PSI –delivers super results •CMTA –extensive study 2008 –the average amount of water used to wash a boat is = 1 gallon / linear foot of boat •30’ boat = 30 gallons, 50’ boat = 50 gallons •Big Boat Haul-out facilities wash a maximum of 10 boats a day per wash area (informal fact gathering) •Majority of Boat Yards use water only –no cleaners –just pressure! •Wash 10-40’ boats in a day –use 400 gallons of water •15% to 20% of wash water is lost due to evaporation, seepage, film stays on the boat, etc. Recycling Systems routinely replace the lost water with fresh water. Collecting the Wash Water Wash Pad Design Requirements •Impervious materials –concrete, plastic, rubber, asphalt •Must capture and contain the wash water •Must properly handle Rain/storm water Wash Pad Options •Permanent Wash Pads •Portable or Temporary Use Wash Pads •Retro Fitting Existing Permanent Pad Areas Permanent Designs Good Practice •Use the wash pad as the first filter to settle out large particles – sweep & clean daily •Slope –1/8 inch per foot •Use engineer or qualified contractor to design the pad for loads, soil conditions, tire wear & equipment safety operations •Cost Varies –22’ x 60’ pad cost $15,000 to $30,000 •Options include raised trough designs and center trough designs •May use bag filters in troughs Raised Trough Entry •wash water enters the 3 holes •Holes are closed when not washing so that rain/storm water is diverted to the marina runoff system Small Sump Design •24” x 24” x 32” deep •Entries & exits for the electrical service, sump pump discharge and Recycle System Drain •Simple to maintain & clean, minimizes odor problems Center Trough Design •Unlimited Equipment movement •Trough / Grate feeds the water to a diversion selection point where wash water is sent to the Recycle System and/or rain water is diverted to the storm runoff area •Trough is cleaned at close of each wash day Center Trough Pad •6’ Fence-overspray •Pad slope : 1/8”/FT •Sump Pump feeds in- ground settling tank •Recycling Equipment picks up water from in- ground tank •Designed for 400 + boats Recycling Equipment is located in heated building for winter operations. Above Ground Settling Tank •500 gallon settling cone Tank –settle out large particles •Used with large washing operations (300 –500 boats) •Settling tank feed water to a transfer tank/pump that feeds the Recycling System •Recycling System is equipped with auto-circulation that circulates all water/tanks through a UV light treatment and bromine oxidation unit to mitigate organics and eliminate odors This pad is built on a hard surface area. Pad is designed for very large forklift loads for dry storage facility. New pad to be built in the area where the boat is.This is a fill area and will require driven piles to support the load of a 50 ton travel lift and large forklift. Unique Design •1000 gallon in-ground settling tank •400 gallon above ground settling tank w/bag filter •feeds to a Settling Pond on site Filter Cloth –over pervious pad •Temporary solution –Connecticut •Will install a wash pad in 2010 Portable or Temporary Use Wash Pads •Constructed with impervious materials •Cost Varies: $5 to $15 per SF •22’ x 60’ = $6,600 to $19,800 •Many Manufacturers and suppliers –Hydro Engineering, Kyoto •Proper preparation of area underneath the pad is critical •Wash water may be pumped or vacuumed from collection area Retrofitting Existing Concrete Pad •Save Money! Take advantage of exiting pad •Boatyards and marinas with Travel Lift equipment have a heavy duty pad that is used as a wash area. •Determine slope and water flow on the pad •Use curbs or burms to guide the water •Use manufactured trough & grate to intercept and collect the water •Use manufactured collection boom to intercept and collect water •Must allow for proper handling of rain and storm water •Must capture and contain the wash water Determine Pad Slope •Survey levels •Use water Manufactured Trough Drains with Grate •Manufacturers –Nationwide –Factory Installers •Modules designed for specific load applications •Can retrofit or install in new pad •Modules designed to slope in desired direction Manufactured Boom Collectors •Designed in modules •Many designs are equipped with vacuum pump •May be used with temporary pads •Modules designed to slope in desired direction Retrofit Options for Existing Wash Pad •Existing pad size: 32’ x 80’ •Slopes to the bulkhead pickup area •Is serviced by a 30 ton Travel Lift and large forklift •18” thick concrete pad –20 years old –structurally sound •Has minor surface cracking that can be sealed •Two options proposed / under review Install Commercial Drain System & Collection Sump Existing Pad Size: 32’ x 80’ Retrofit Cost: $10,500 to $12,500 Install Curbing & Collection SumpExisting Pad Size: 32’ x 80’ Retrofit Cost: $1,500 to $2,500 Existing pad slopes to the front •Install gutter to drain water to sump -$2800 •Install factory drain with trough cover-$6000 •limited curbing required -$800 •Provide Flow-Through Forklift Stop-included Wash Pad Collection Designs •There are viable options for almost all marina operations –permanent pads, portable pads, retrofitting existing •Marinas should establish “Best Management Practices” •Marinas should use “ Best Available Technology” •Consider “Environmental Fees” RATED FOR INDOOR USE ONLY 2222 Camden CourtOakBrook, IL 60523 630-572-3192 elkay.com © 2014 Elkay SPEC00083 (09/2014) SPECIFICATIONS *Color code of (L) Light Gray Granite or (S) Stainless Steel cooler panels.**Based on 80°F inlet water & 90°F ambient air temp for 50°F chilled drinking water. PRODUCT SPECIFICATION Self-contained, wall hung refrigerated water cooler with bottle filling station. EMABFTL8WS shall deliver 8 GPH of 50°F drinking water at 90°F ambient and 80°F inlet water. EMABFTLDDWS shall deliver non-chilled drinking water. Lower units shall have mechanically-activated pushbar operation. Bottle filling unit shall include an electronic sensor for touchless activation with auto 20-second shut-off timer. Shall include Green Ticker™ displaying count of plastic bottles saved from waste. Bottle filler shall provide 1.1-1.5 gpm flow rate with laminar flow to minimize splashing. Shall include integrated silver ion anti-microbial protection in key areas. Unit shall meet ADA guidelines. Unit shall be lead-free design which is certified to NSF/ANSI 61 and 372 and meets Federal and State low-lead requirements. Unit shall be certified to UL399 and CAN/CSA 22.2 No. 120. STANDARD FEATURES • Sanitary, touchless activation with auto 20-second shut-off (Bottle Fillter)• Self-closing, mechanically-activated front and side pushbar controls (Cooler) • Designed for installations where activation of the cooler is needed even during power disruptions • Integrated Silver Ion Anti-microbial Protection in key areas• Quick Fill Rate: 1.1 gpm (EMABFTL8WS); 1.5 gpm (EMABFTLDDWS)• Laminar Flow provides minimal splash • Real Drain System eliminates standing water • Visual User Interface display includes: • Innovative Green Ticker™ counts bottles saved from waste• Available with Flexi-Guard® Safety Bubbler• Cooler panel finishes: Light Gray Granite Vinyl Clad Steel or Stainless Steel COOLING SYSTEM (Model EMABFTL8WS only) • Compressor: hermetically-sealed, reciprocating type, single phase. Sealed-in lifetime lubrication. • Condenser: Fan cooled, copper tube with aluminum fins. Fan motor is permanently lubricated. • Cooling Unit: Combination tube-tank type. Self-cleansing. Continuous copper tubing with stainless steel tank. Fully insulated with EPS foam which meets UL requirements for self-extinguishing material.• Refrigerant Control: Refrigerant R134a is controlled by accurately calibrated capillary tube. • Temperature Control: Easily accessible enclosed adjustable thermostat is factory preset. Requires no adjustment other than for altitude requirements. CAPACITIES CHART Model Voltage / Hertz Chilling** Capacity F.L. Amps Rated Watts Approx. Ship Weight. EMABFTL8WS*115V / 60Hz 8 GPH 4.0 370 75 EMABFTLDDWS*--1.0 15 40 EZH2O® Bottle Filling Station With Bi-Level Mechanically-Activated Water Cooler Models EMABFTL8WS and EMABFTLDDWS In keeping with our policy of continuing product improvement, Elkay reserves the right to change specification without notice. Please visit elkaypro.com for the most current version. CONSTRUCTION • Stainless Steel basin with integral drain and embossed bubbler pad • Galvanized structural steel cooler chassis provides structural integrity• Cooler cabinet available as Light Gray Granite Vinyl Clad Steel or Stainless Steel (additional cost) construction • Flexi-Guard® Safety Bubbler utilizes an infused anti-microbial pliable polyester elastomer to prevent accidental mouth injuries. Flexes on impact. CERTIFICATIONS / STANDARDS • ADA Compliant • UL399 and CAN/CSA 22.2 No. 120 Certified • ANSI/NSF 61 and 372 Certified• GreenSpec® Listed This specification describes an Elkay product with design, quality and functional benefits to the user. When making a comparison of other producer’s offerings, be certain these features are not overlooked. EMABFTL8WSLK or EMABFTLDDWSLK Warranty: 5 year limited warranty on the unit’s refrigeration system. Electrical components and water system are warranted for 12 months from date of installation or 18 months from factory shipment, whichever date falls first. EZH2O® Bottle Filling Station With Bi-Level Mechanically-Activated Water Cooler Models EMABFTL8WS and EMABFTLDDWS ROUGH-IN DIMENSIONS 2222 Camden Court Oak Brook, IL 60523 elkay.com Printed in U.S.A. © 2014 Elkay 1/4” O.D. TUBE WATER INLET TO COOLER 3/8” O.D. TUBE CONNECT COLD WATER SUPPLY BUILDING WATER INLET NOTE: WATERFLOW DIRECTION SERVICE STOP (NOT FURNISHED) REDUCE HEIGHT BY 3 INCHES FOR INSTALLATION OF CHILDRENS ADA COOLER Job Name: ____________________________________ Model: _______________________ Qty. ____________ Contact: ______________________________________ Approval Signature: _____________________________ Notes: LEGEND:A = Recommended Water Supply location. Shut-off Valve (not furnished) to accept 3/8” O.D. unplated copper tube. Up to 3” (76mm) maximum out from wall.B = Recommended Waste Outlet location. To accommodate 1-1/2” nominal drain. Drain stub 2” (51mm) out from wall. C = 1-1/2” Trap (not furnished).D = Electrical Supply (3) Wire Recessed Box Duplex Outlet. E = Insure proper ventilation by maintaining 6” (152mm) minimum clearance from cabinet louvers to wall.F = 7/16” (11mm) Bolt Holes for fastening to wall. **New Installations Must Use Ground Fault Circuit Interrupter (GFCI). B CA SIMPLY PUSH INTUBE TO ATTACH TUBE IS SECUREDIN POSITION PUSH IN COLLETTO RELEASE TUBE OPERATION OF QUICK CONNECT FITTINGS PUSHING TUBE IN BEFOREPULLING IT OUT HELPS TORELEASE TUBE OPERATION OF QUICK CONNECT FITTINGS SIMPLY PUSH INTUBE TO ATTACH TUBE IS SECURED IN POSITION PUSH IN COLLETTO RELEASE TUBE PUSHING TUBE IN BEFORE PULLING IT OUT HELPS TO RELEASE TUBE A B C IMPORTANT!INSTALLER PLEASE NOTE This water cooler has been designed and built to provide water to the user which has not been altered by materials in the cooler waterways. The grounding of electrical equipment such as telephone, computers, etc., to water lines is a common procedure. This grounding may be in the building but may also occur away from the building. This grounding can cause electrical feedback into a water cooler creating an electrolysis which creates a metallic taste or causes an increase in the metal content of the water. This condition is avoidable by installing the cooler using the proper materials as shown below. NOTICEThis water cooler must be connected to the water supply using a dielectric coupling. The cooler is furnished with a non-metallic strainer which meets this requirement. The drain trap which is provided by the installer should also be plastic to completely isolate the cooler from the building plumbing system. Bottle Filler unit will mount on bracket attached to wall by 6 holes (as shown).Water and electrical will connect through pre-punched hole in basin. 12 5/16"313mm 3 1/2"89mm 4 1/2"114mm 18 3/4"476mm 6 1/4"159mm 20 1/8"511mm 25 1/8"638mm 20 3/8"518mm 2 7/16"63mm 5"127mm 10"254mm A DE F B FINISHED FLOOR HANGER BRACKET 13 7/8"352mm 37 1/2"952mm 1 3/8"35mm 1 3/8"35mm 5 3/4"146mm5 3/4"146mm 1 3/8"35mm 1 3/8"35mm 5 3/4"146mm 5 3/4"146mm 6 1/2"165mm 18 1/16"459mm 11/16"18mm 4 9/16"116mm 2 9/16"65mm 7 1/4"185mm E F LC LC 27"686mmADAREQUIREMENT C 4 1/8"105mm 6 3/4"172mm 8"203mm 7"178mm 7"178mm 17 7/8"454mmO7/16"11mmMOUNTING HOLES(6) 58 9/16"1488mm 15"381mm 3 9/16"90mm 18 7/8"479mm 31 15/16"811mmRIM HEIGHT 18 5/8"472mm 33"838mmORIFICEHEIGHT 39 1/2"1003mm 3 3/16"82mm 5/16" (8mm) DIA.(10 HOLES) 45 9/16"1157mm ACTIVATION SENSOR BBAAYYPPOOII NNTTEEDDRRS H E A R WA T E R PL S H E A R WA T E R P L CC OO RR MM OO RR AA NN TT CC IIRRBAYVIEW WAYBAYVIEW WAY JAMBOREE RDJAMBOREE RDWater Wheel Exhibit - Upper Newport Back Bay 6/20/16 Exhibit 1 of 26/20/2016City of Newport Beach 0 300150Feet Aerial Date: 05/22/2016 G:\151029_UpperNewport_BackBay_WaterWheel\01\MXD\Exhibits\160620_WaterWheel_1of2.mxd PROPOSED LOCATIONPROPOSED LOCATION UPPER NEWPORT UPPER NEWPORT BAYBAY S A N D IE G O C R E E K S A N D IE G O C R E E K Water Wheel Exhibit - Upper Newport Back Bay 6/20/16 Exhibit 2 of 26/20/2016City of Newport Beach 0 10050Feet Aerial Date: 05/22/2016 G:\151029_UpperNewport_BackBay_WaterWheel\01\MXD\Exhibits\160620_WaterWheel_2of2.mxd BARGE LOCATIONBARGE LOCATION300FT WEST OF BRIDGE300FT WEST OF BRIDGE UPPER NEWPORT UPPER NEWPORT BAYBAY JAMBOREE BRIDGEBOOM NETBOOM NET LOW FLOW LOW FLOW PILOT CHANNELPILOT CHANNEL C R E E K F L O WCREEK F L O W ANCHOR ANCHOR PILESPILES *Note: 50' x 24' footprinttrash/debris removal by electirc boat to Dunes ramp City of Newport Beach Water Quality Coastal Tidelands Committee July 7, 2016 Requirements Urban water suppliers must adopt UWMPs every five years ending in zero and five. Encourage public involvement Introduction and posted 5/24/2016 Public hearing on 6/14/2016 Adoption on 6/28/2016 Due to the Department of Water Resources by 7/1/2016 Submit UWMP to State Library Final Plan available for public review 2 Content Service area and facilities Sources and supplies Use by customer type Demand management Reliability Planned projects Shortage contingency Recycled use Per capita use SBx7-7 compliance Implementation plan 3 Water Supply Import Metropolitan Water District Municipal Water District of Orange County Groundwater Orange County Water District Recycled Orange County Water District 4 Population and Use Retail: Population - Current and Projected Population Served 2015 2020 2025 2030 2035 2040 66,219 67,874 69,571 71,311 73,093 74,921 NOTES: Retail: Demands for Potable and Raw Water - Actual Use Type 2015 Actual (AF) Level of Treatment When Delivered Volume Single Family Drinking Water 6,500 Multi-Family Drinking Water 2,004 Commercial Drinking Water 3,097 Landscape Drinking Water 3,068 Other Drinking Water 105 Losses Drinking Water 766 Other 15,541 NOTES: Data retrieved from MWDOC Customer Class Usage 5 25 Year Projections Retail: Demands for Potable and Raw Water - Projected Use Type Projected Water Use 2020 2025 2030 2035 2040 Single Family 6,332 6,808 6,850 6,842 6,846 Multi-Family 1,953 2,100 2,112 2,110 2,111 Commercial 3,017 3,244 3,264 3,260 3,262 Landscape 2,989 3,214 3,233 3,230 3,231 Other 103 110 111 111 111 Losses 746 803 808 807 807 TOTAL 15,140 16,278 16,378 16,359 16,368 NOTES: Data retrieved from MWDOC Customer Class Usage Data and Retail Water Agency Projections. Retail: Total Water Demands 2015 2020 2025 2030 2035 2040 Potable and Raw Water 15,541 15,140 16,278 16,378 16,359 16,368 Recycled Water Demand 492 545 560 575 590 605 TOTAL WATER DEMAND 16,033 15,685 16,838 16,953 16,949 16,973 NOTES: 6 Non-Revenue Water AWWA Audit There are five data categories: 1) Water Supplied 2) Authorized Consumption 3) Water Losses 4) System Data 5) Cost Data Validity Score 61 out of 100 7 SBx7-7 Option 1 – 20 percent reduction in Gallons per Capita Per Day (GPCD) by 2020 and 10 percent by 2015 2015 goal was 228 - our actual was 176 2020 goal is 202 - on track Regional Alliance 29 retail agencies in Orange County 2015 goal was 176 2020 is 158 8 Reliability Factors impacting reliability Environment Legal Water Quality Climate Change Normal-Year Single-Dry Year Multiple-Dry Year 9 Demand Management Water conservation outreach Ordinances Permanent restrictions Water supply contingency (Levels 1-4) Landscape Leak Detection Impacts to revenue 10 Recycled Water Green Acres Project (GAP) Current use of approximately 500AF annually Includes golf courses, center medians, and schools Possibility of expansion Ground Water Replenishment System (GWRS) Constructed in 2008 Expanded in 2015 Current production of 112,100 AFY Future expansion discussed 11 Future Water Supply Transfer or exchange programs No City planned projects outside of recycled Ocean desalination Huntington Beach (Poseidon) 12 2015 UWMP can be found at: www.newportbeachca.gov/government/departments/municipal- operations Contact us at (949) 644-3011