Brochures Addressing Storm Water Quality Available to Residents

A-PEO-1: PUBLIC EDUCATION AND OUTREACH MATERIALS AVAILABLE TO RESIDENTS

The Ocean Begins on Your Street–Help Prevent Pollution of Creek & Ocean Water

Protect Our Oceans–Take Care of Hazardous Household Chemicals

Creekside Concerns

Storm Water Pollution Found In Your Area (door hanger)

Recognizing and Reporting Stormwater Pollution

How to be Water-Wise in Your Garden

Improving Irrigation Efficiency

Gardener’s Guide to Clean Water

The Answer Is Backyard Composting

Gardening with California Native Plants

Pests Bugging You? pocket guide (Our Water Our World)

Less-Toxic Pest Management Fact Sheets (Our Water Our World)

Ants Aphids Cockroaches Fleas Hornets Mosquitoes Snails Spiders Yellowjackets Healthy Garden Beautiful Lawn Weeds Pesticides and Water Quality Use and Disposal

Be Kind to Animals – Keep All Wastes Out of Creeks And the Ocean

Recycling Resource Guide for Santa Barbara County Date: December 18, 2009

To: Steve Wagner, City of Goleta

From: Kevin Wunder, Matt O’Brien (URS)

Subject: 2009 City of Goleta Business Based Education Prioritization Matrix

The City of Goleta’s Stormwater Management Plan contains provisions that require the City to develop an inventory of all businesses located within the City by the end of Year 1. Per discussions with the City staff, the list of businesses is prioritized based on potential water quality impacts by business type and proximity to sensitive water features. Businesses are grouped into three tiers (e.g., high, medium and low priority) based upon these two criteria.

Each tier of businesses is classified due to their business type (e.g., automotive-related) and location (e.g., <200 feet from a sewer inlet leading to San Pedro Creek). Table 1 shows a graphical example of the prioritization methodology.

Table 1. Prioritization Methodology

High Risk High Risk Tier No. Business Business Type Location 1. High Risk Y Y 2. Moderate Y N Risk N Y 3. Low Risk N N

The primary business types that are considered to be high risk for impacting water quality via storm water flow include auto repair and auto body shops, restaurants, businesses that utilize vehicles, businesses that use hazardous materials, among others.

Business locations considered as high risk due to their proximity to creeks and stormwater inlets leading to creeks and other sensitive areas include Aero Camino and Old Town Goleta. URS utilized GIS maps of known inlets and stormwater outfall pipes to assist in this determination

Please contact us at (805) 964-6010 with questions or if you require clarifications.

Atts. Business Based Education Matrix

Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? Tier 1: High Risk Businesses 7-Eleven Convenience Store and 7390 Calle Real Y Y Fueling Station A & G Auto Wrecking Used Auto Parts Store 5939 Placencia St. Y Y A Quality Auto Body & Paint Auto Body Shop 5965 Daley St. Y Y ABC Supply Co Inc Building Material Store 122 Aero Camino Y Y Absolute Engineer Metal Fabricator 5915 Daley St. Y Y Accurate Transmission Transmission Shop 5929 Matthews St. Y Y Acorn Landscape Management Co. Lawn Sprinkler System 38 Depot Rd. Y Y Supplier Agile RF Inc Semiconductor Device 93 Castilian Dr. Y Y Manufacturer Airbus Santa Barbara Buses Charter and Rental 5755 Thorwood Dr. Y Y Airport Animal Hospital Veterinarian Clinic 300 Storke Rd. Y Y Airport Motors Auto Repair Shop 5950 Olney St. Y Y Applied Magnetics Corporation Design and Manufacture 75 Robin Hill Rd Y Y Mico-electro-mechanical system devices (MEMS) Auto Pro Auto Machine Shop 362 Storke Rd. Y Y Avis Rental Car System Inc Car Rental Agency 5940 Olney St. Y Y Bacara Resort and Spa Hotel and Spa 8301 Hollister Ave. Y Y Balistek Designs Screen Printer 55 Depot Rd. Y Y Bardex Corporation Hydraulic Equipment 6338 Lindmar Dr. Y Y Supplier Bell-Everman Inc Machine Shop 82 Aero Camino Y Y Best Western South Coast Inn Hotel 5620 Calle Real Y Y Boone Graphics Print Shop 70 S Kellogg Y Y C N C Machining Inc Machine Shop 5940 Matthews St. Y y California Taco Restaurant 7320 Hollister Ave. Y Y Camet Research Inc. Materials Characterization 6409 Camino Vista Y Y Laboratory, provides instrumentation and applications Casey’s Garage Automobile Repairing & 6398 Hollister Ave. Y Y Service Central Coast Analytical Services Chemical Testing 751 S Kellogg Y Y Laboratories Channel City Lumber Co True Lumber Store 35 Aero Camino Y Y Value

Page 1 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? ChannelTier 1: High Industries Risk BusinessesInc. Manufacturer of Piezoelectric 839 Ward Dr. Y Y Ceramics Chevron Station 92580 (corner of Fueling Station 6895 Hollister Ave. Y Y Storke Rd and Hollister Ave.) CNM Topline Machine Foundations 5945 Daley St. Y Y Cree Santa Barbara Technology Manufacturer of 340 Storke Rd. Y Y Center semiconductors D & G Automotive Brake Shop 5970 Daley St. Y Y Deckers Outdoor Corporation Exporter 495 S Fairview Y Y Deli Planet Deli/restaurant 5599 Hollister Ave. Y Y Dent Expert Auto Repair Shop 20 S Fairview Ave. Y Y Economy Muffler & Brake Muffler and Brake Service 5930 Hollister Ave. Y Y Shop Eiffel Software Computers and Electronic 5949 Hollister Ave. Y Y Manufacturers El Sitio Restaurant 102 S Fairview Ave. Y Y Electromatic Inc Electropolishing Services 789 S Kellogg Y Y Elks Lodge Hotel 150 N Kellogg Ave. Y Y Enterprise Rent-A-Car Auto Rental 5959 Hollister Ave. YY Fairview Auto Repair Auto Repair Shop 55 N Fairview Ave. Y Y Fairview In & Out Car Wash and Car Wash and Fueling Station 42 N Fairview Ave. Y Y 76 Fueling Station FedEx Distribution Center 495 S Fairview Y Y Garcia’s Auto Repair Auto Repair Shop 905 S Kellogg Ave. Y Y Glen Annie Mobil Fueling Station and 49 Glen Annie Rd. Y Y Convenience Store Goleta Concrete Batch Plant Manufacturer of cement S. Kellogg Avenue Vicinity YY of San Jose Creek Goleta Muffler & Brake Muffler and Brake Shop 74 Aero Camino Y Y Goleta Ready Mix Cement Supply Store 710 S Fairview Ave. Y Y Goleta Valley Athletic Club Personal Fitness Club 5800 Cathedral Oaks Rd. Y Y Green Star Coffee Coffee Production Facility 6489 Calle Real Y Y Hertz Car Rental Car Rental Agency 690 S Fairview Ave.YY Hien Motor Repair Auto Repair Shop 257 Orange Ave. Y Y Holdren’s Steak and Seafood Restaurant 6920 Market Place Dr Y Y Holiday Inn Santa Barbara Hotel 5650 Calle Real Y Y Home Depot Home and Garden Supply 6975 Market Place Dr Y Y Store Howell Pest Control Pest Control 600 Ward Dr. Ste A Y Y

Page 2 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? IndigoTier 1: Systems High Risk Businesses Infrared Equipment 70 Castilian Dr. Y Y Manufacturers Information Magnetics Corporation Superconductors and 460 Ward Dr. Y Y (EPA site) is now Superconductor Wireless Technology Technologies Inc. Company International Transducer Manufacturer of acoustic 869 Ward Dr. Y Y Corporation transducers for ships Islamic Society-Santa Barbara Classes and Prayer Services 158 Aero Camino Y Y Joe Redford’s Toyota Auto Dealership 5611 Hollister Ave. Y Y Jordano’s Inc. 550 S Patterson Ave. Y Y Joslyn Electronic Systems Corp Electronics Manufacturer 6868 Cortona Dr. Y Y Kinetco Water Purification Consulting 75 Aero Camino Y Y Services Kmart Home, Garden store and 6865 Hollister Ave. Y Y Pharmacy Lehigh Hanson, Hanson Manufacturer of cement and 50 S. Kellogg Avenue YY Aggregates, Hanson Heidelberg construction materials Vicinity of San Jose Creek Cement Company Line-X of Santa Barbara Auto Body Shop 59 Depot Rd Y Y Lucky Laundry Laundromat 250 Storke Rd. Y Y Mahneke Motors Auto Body Shop 5737 Thornwood Dr. Y Y Mccormix Corporation Oil and Gas Co Service 55 Depot Rd. Y Y Station McDonalds Restaurant 146 S Fairview Ave. Y Y McDonalds Restaurant 6900 Market Place Dr. Y Y McLean’s Auto Body & Paint Auto Body Shop 650 S Fairview Ave. Y Y Mediterra Café Food Retailer and Café 5575 Hollister Ave. Y Y Ming Dynasty Chinese Restaurant 290 Storke Rd. Y Y National Autobody Auto body and paint 879 S Kellogg Y Y Natural Café Restaurant 5892 Hollister Ave. Y Y Newton Building Supply Co. Building Materials Store 15 S Kellogg Y Y Orchard Supply Hardware (OSH) Home and Garden Supply 125 N Fairview Ave. Y Y Store Orient Hand Laundry Laundromat 290 S Fairview Ave. Y Y Pacific Beverage Beverage Vending Company 5305 Ekwill St. Y Y Panda Express Restaurant 137 N Fairview Ave. Y Y Pattaya Bar & Grill Thai Restaurant 5918 Hollister Ave. Y Y PK Engineering and Manufacturing Engineering and 5728 Thornwood Dr. Y Y Co. Manufacturing

Page 3 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? PrecisionTier 1: High Auto Risk Body Businesses & Painting Auto Body Shop 57 S Fairview Ave. Y Y Progressive Surfboards Surf and surf board shop 286 S Fairview Y Y Rangel-Lewis Co. Sheet Metal Contractor 873 S Kellogg Ave. Y Y Raytheon Company Aerospace Company 6380 Hollister Ave.YY Raytheon Electromagnetic Systems Defense Contractor 6380 Hollister Ave. Y Y Division Richards-Zeta Building Building Materials Store 75 Castilian Dr. Y Y Rick’s Heating Heating and Cooling Systems 5915 Daley St. Y Y Services Ridal Corp Tool and Die Shop 57 Aero Camino Y Y Rob’s 4 Wheel Drive & Fab Auto Repair Shop 87 Depot Rd. Y Y Rusty’s Pizza Restaurant 270 Storke Rd. Y Y Safety Kleen Corporation Santa Dispenser of Industrial 5310 Overpass Rd. Y Y Barbara CA cleaning products, and provides waste management and used oil disposal Sam’s To Go Restaurant/Deli 5979 Hollister Ave. Y Y Sams to Go Restaurant 250 Storke Rd. Y Y Sandpiper Golf Course Golf Course Facility 7925 Hollister Ave. Y Y Santa Barbara Chicken Ranch Restaurant 163 N Fairview Ave. Y Y Santa Barbara Chrysler Jeep Automotive Dealership 6290 Hollister Ave. Y Y Hyundai Santa Barbara Honda Automotive Dealership 475 S Kellogg Y Y Santa Barbara Industrial Finishing Electroplating, plating, 873 S Kellogg Y Y polishing, anodizing, and coloring services Santa Barbara News Press Plant Newspaper Distribution 725 S Kellogg Y Y Center Santa Barbara Nissan Automotive Dealership 425 S. Kellogg Ace Y Y Shell Fueling Station Fairview and Calle Real Y Y Sizzler Restaurants Restaurant 5555 Hollister Ave Y Y Skate One Corporation Skateboard Shop, sporting 30 S La Patera Ln. Y Y and athletic goods manufacturing Sonatech Sonar and related electronic 859 Ward Dr. Y Y supplier to the defense industry Sorenson Precision Machine Shop 6409 Camino Vista Unit C Y Y Specialty Tool & Bolt Fastener Supplier 108 Aero Camino Y Y

Page 4 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? StarbucksTier 1: High Coffee Risk Businesses Coffee House 173 N Fairview Ave. Y Y Stuart Bud DVM Veterinarian 139 N Fairview Ave. Y Y Suds City Laundromat Laundromat 5698 Hollister Ave. Y Y Superior Brake & Alignment Brake Shop 664 S Fairview Ave. Y Y Taco Bell Restaurant 5980 Hollister Ave. Y Y Trisep Corporation Water Treatment Equipment, 95 S La Patera Ln. Y Y Supplies, and Services U-Haul Truck Rental Service 5720 Hollister Ave. Y Y Ultra Countertops of Santa Barbara Countertop Store, 40 Aero Camino Y Y Construction and general contract services, machine shop. Uniax Corporation (EPA site) Testing Services 650 Ward Dr. Y Y U-Save Auto Rental Car Rental Agency 310 S Fairview Y Y Valley Animal Hospital Veterinarian Clinic 102 S Fairview Ave. Y Y Viscarra’s Furniture Refinishing Furniture Finishing Facility 6485 Calle Real Y Y Vons Supermarket 175 N Fairview Ave. Y Y Wayne Rides Surfboards and Windsurf 6416 Hollister Ave. Y Y boards Wendy’s Restaurant 5724 Hollister Ave Y Y Western Farm Service Inc. and Agricultural Product Sales 10 Kellogg Avenue YY Coastal Division (Sell pesticides and Vicinity of San Jose Creek herbicides) Western Space and Marine Electronic Engineers, 53 Aero Camino Y Y Robotics manufacturer Western Web Printing Inc. Print Shop 36 Aero Camino Y Y World Minerals Inc. Mineral Exporter 130 Castilian Dr.YY World Oil/ Exxon Gas Station 5648 Hollister Ave. Y Y Zizzo’s Coffee Coffee House 370 Bollay Dr. Y Y

Page 5 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? Tier 2:1: ModerateHigh Risk RiskBusinesses Businesses A-American Self Storage Self Storage Facility 7288 Hollister Ave. N Y ABC-Clio Book Publisher 130 Cremona Dr. N Y Acra Enterprises Inc. Machine Shop 5740 Thornwood Dr. NY Advanced Vision Science Medical Supply Store 5743 Thorwood Dr. N Y After 5 Print Shop 132 Robin Hill Rd. N Y Agility Communications Computer Maintenance and 475 Pine Ave. Y N Repair Airgas West Industrial Gas Supplier 737 S Kellogg Ave.NY Alice’s Skin Care Facial Spa 485 Kellogg Way N Y Alphie’s Restaurant Restaurant 5725 Hollister Ave. Y N Animal Services: Animal Shelter Animal Shelter 5473 Overpass Rd. Y N Goleta and Animal Shelter Assistance Anna’s Bakery Bakery 7018 Market Place Dr Y N Appethai Thai Restaurant Restaurant 5940 Calle Real Y N Automotive Service Center Auto Electrical Service 299 Orange Ave. Y N Baja Grill Restaurant 7024 Market Place Dr Y N Bed Bath and Beyond Home and Bath Supplies 189 N Fairview Ave. N Y Best Price Auto Glass Auto Glass Shop 891 ½ S Kellogg Ave. N Y Bicycle Bobs Bicycle Shop 250 Storke Rd. N Y Big Brand Tire Co. Tire Dealer 99 S Fairview Ave. N Y Biopac Systems Inc. Software Company 42 Aero Camino N Y Blenders in the Grass Smoothie and Juice Bar 7014 Market Place Dr Y N Buena Vista Care Center Nursing Home and Medical 160 S Patterson Ave. N Y Care Clinic Café International Restaurant 5664 Calle Real Y N Cajun Kitchen Restaurant 6831 Hollister Ave. Y N Cal Futronics Audio Equipment Store Hollister Ave. N Y Calient Networks Inc Fiber Optic Cross Systems 25 Castilian Dr. N Y California School of Law Higher Education Institution 5276 Hollister Ave. N Y Caribbean Coffee Co. Tea House and Coffee 495 Pine Ave. Y N Production Company Carls Jr. Restaurant 5820 Calle Real Y N Cbrite Manufacturing process 421 Pine Ave. N Y control instruments Cencal Health Insurance Agency 110 Castilian Dr. N Y Chemtrol Manufacturer 5375 Overpass Rd. Y N Chilli’s Bar and Grill Restaurant 6950 Market Place Dr. Y N

Page 6 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? ChinaTier 1: City High Risk Businesses Restaurant 5688 Calle Real Y N China City Restaurant 5688 Calle Real Y N Chuck’s Wire & Cable Telecommunications Service 5610 Berkeley Rd. N Y Provider ClearView Industries Inc. Window and Outdoor Home 50 S. Patterson Ave. N Y Cleaning Services CMC Rescue Inc. Rescue Equipment 41 Aero Camino N Y County Housing Authority Government Building 5575 Armitos Ave. N Y Cox Cable Cable Provider- Marketing 130 Robin Hill Rd.NY Custom Cartridge Inc. Ammunition Shop 5878 Hollister Ave. N Y Dal Pozzo Tire Corporation Brake Service 335 Pine Ave.YN David Reeves Medical Clinic N Fairview N Y Dee’s Spa Concepts Hair and Spa Treatments 7276 Hollister Ave. N Y Delta Welding & Fabrication Welder 5726 Thornwood Dr. NY Denny’s Restaurant 5677 Calle Real Y N Department of Motor Vehicles Government Agency 7127 Hollister Ave. Y N DiMauro’s Honda Service Center Auto Repair Shop 5798 Dawson Ave. Y N Dixon’s Goleta Storage Self Storage Facility 7760 Hollister Ave. N Y Dog Adoption and Welfare Animal Shelter 5480 Overpass Rd. Y N Dupont Displays Inc. Manufacturing of 6780 Cortona Dr. Y N Semiconductors/Related Devices & Commercial Physical Research in Biotechnology El Pollo Loco Restaurant 5796 Calle Real Y N El Pollo Rico Restaurant 5698 Hollister Ave. Y N Encina Royale Inc Private Golf Course 250 Moreton Bay Lane Y N Association Enerpro Inc. Electronic Parts Supplier 5780 Thornwood Dr. Y N Eric Krebs Auto Repair Auto and Brake Repair 234 Orange Ave. Y N European Iron Works Fireplace Store 5663 Oxford Place NY Fairview Gardens Farms Small Farm 598 N Fairview Ave. YN Fast Lane Gas-Mart Fueling Station and 180 N Fairview Ave. Y N Convenience Store Fortune Gardens Restaurant 5915 Calle Real Y N Foundation Press- Quality Design Screen Printer and Graphic 42 Brandon Dr. N Y and Screen Printing Design Four Wheel Drive- Santa Barbara Truck Accessories Store 5737 Hollister Ave N Y Fresco Café North Restaurant 5940 Calle Real Y N

Page 7 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? FurnitureTier 1: High Outlet Risk Businesses Furniture Shop 5968 Hollister Ave. N Y GBL Distributing Co. Distribution Service 5390 Overpass Rd. Y N Gina’s Pizza Restaurant 7038 Market Place Dr Y N Goleta Floral Florist 5585 Hollister Ave. N Y Goleta Radiator Service Auto Radiator Repair Service 5882 Gaviota St. Y N

Goleta Recreation Storage RV Storage Facility 469 Kellogg Way N Y Goleta Sushi House Restaurant 5744 Hollister Ave. Y N Goleta Valley Athletic Club Personal Fitness Club 170 Los Carneros Way Y N Granite Construction Company Limestone mining and quarry. 5335 Debbie Rd. Y N Provide construction materials and services Hampton Inn and Suites Hotel 5665 Hollister Ave. N Y Hei Mac Motors Automotive Dealership 5590 Hollister Ave Y N Hispanic Business Inc. Magazine Publisher 425 Pine Ave. N Y Hollister Brewing Company Brewery and Restaurant 6980 Market Place Dr Y N Howard Randall MD Medical Clinic 122 S. Patterson Ave.NY Hughes Auto Body Auto Body Shop 5387 Overpass Rd. Y N Indigo Systems Corp. Search, detection, navigation, 5756 Thornwood Dr. Y N guidance, aeronautical, and nautical systems and instruments Innovative Micro Technology Engineering and 75 Robin Hill rd. N Y Manufacturing of Biotechnology and Biomedical Products Inogen Medical Supply Store 326 Bollay Dr. N Y Inovati Industrial Equipment Suplier, 6745 Hollistter Ave. YN Metal Finisher Cabrillo Business Park Integrated Procurement Military/Government 320 Storke Rd. N Y Exporter Intouch Health Health Insurance Agency 90 Castilian Dr. N Y Intro-Plex Technologies Machine Shop 751 S Kellogg Ave. N Y Island Seed & Feed Seed and Feed Store 29 S Fairview Ave. N Y IST Textron Systems Defense Technology 7406 Hollister Ave. Y N Contractor Jack in the Box Restaurant 6875 Hollister Ave. Y N JFC Sales Mailing Service 165 Castilian Dr. N Y

Page 8 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? JoeTier Redford’s 1: High Risk Toyota Businesses (Toyota of Automotive Dealership 5611 Hollister Ave. Y N Santa Barbara) Kahuna Grill Restaurant 7010 Market Place Dr Y N Kentucky Fried Chicken Restaurant 5697 Calle Real Y N Kings Cleaners Dry Cleaner 5741 Calle Real Y N Kragen Auto Parts #4413 Auto Repair and Parts 5754 Hollister Ave. Y N La Concepcion Animal Hospital Animal Hospital 7126 Hollister Ave. Y N La Prinseca Exxon Market Fueling Station 5960 Calle Real Y N La Sumida Nursery Plant Nursery 165 S Patterson Y N LeBow Co Vacuum Cleaner Store 5960 Mandarin Dr. Ste C NY Lenchner Stephan C MD Medical Clinic 334 S Patterson Ave. N Y Litton Guidance and Control Optical Engineering 6769 Hollister Ave. Y N Systems Technology Lockheed Martin Research and 346 Bollay Dr. Y N Design/Manufacture Aeronautics and Electrical Luigi’ Pizza & Pasta Restaurant 5711 Calle Real Y N M C Research & Innovation Laboratory 601 Pine Ave. Y N Mac Shac Computer Service and Store 270 Storke Rd. N Y Mahneke Weber Auto Center Automotive Repair 5530 Debbie Rd. Y N Manus Inc. Nonclassfied Establishment 5950 Daley St. N Y Mattress Mike Inc Mattress Store 7334 Hollister Ave. N Y McGhan Medical Corporate Headquarters and 460 Ward Dr. N Y Medical Manufacturing Facility Meditronic Ps Medical Medical Supply Store 125 Cremona Dr. N Y Megavision Used Computer Store 5765 Thornwood Dr. N Y Metatech Corp. Laboratory, Electromagnetic 358 S Fairview Ave. N Y analysis services MGB Industrial Supply Welding Supply Store 1 S Fairview Ave. N Y Michaels Arts and Crafts Store 187 N Fairview Ave. N Y Mika Restaurant 7020 Market Place Dr Y N Milard Group Print Shop 400 Rutherford St. N Y Mojo’s Coffee Coffee House 7127 Hollister Ave. Y N Moseley Broadcast Electrical Supply Store 82 Coromar Dr. Y N Motel 6 Hotel 5897 Calle Real Y N Mountain Spring Air Bottled Water Supplier 745 S Kellogg Ave. N Y Murray Duncan Architects Real Estate Agency, Services 147 Castilian Dr. N Y Architects

Page 9 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? NealTier 1:Feay High Co. Risk Businesses Sheet Metal Contractor 133 S La Patera Ln. Y N Network Hardware Resale Hardware and Computer 26 Castilian Dr. N Y Networking Services Northrop Grumman Computer Software 130 Robin Hill Rd. N Y Manufacturer Nu Image Sign & Graphix Sign Shop 5718 Hollister Ave. YN Nueva Vida Church Facility 5272 Hollister Ave. N Y Occam Networks Inc Information Technology and 6868 Cortona Dr. N Y Electrical Engineering Ocean Glass and Screen Window Supplier 6396 Hollister Ave. N Y OK Storage Self Storage Facility 7330 Hollister Ave. N Y Old Man Mountain Products Bicycle Parts and Supplies 23 S Fairview Ave. N Y Ooty’s Scooter Motor Scooter Dealer 5708 Hollister Ave. Y N Outback Steakhouse Restaurant 5690 Calle Real Y N Outback Steakhouse Restaurant 5690 Calle Real Y N Pacific Design Technologies Aeronautical Engineering 6300 Lindmar Dr. Y N Panino Restaurant 5666 Calle Real Y N Pepe’s Mexican Food Restaurant 254 Orange Ave. Y N Pet House Tropical Fish Store 5781 Calle Real Y N Pick up Stix Restaurant 5701 Calle Real Y N Polam Precision Products Division Machine Shop: Machine 747 S Kellogg Ave. N Y turning, machinists, milling, tool repair Portofino Restaurant 6831 Hollister Ave. Y N Precision Welding Welder 5790 Thornwood Dr. Y N Prestigious Auto Body Auto Body Shop 264 Orange Ave. Y N Presto Pasta Restaurant 5765 Calle Real Y N Public Storage- Self Storage Self Storage Facility 7272 Hollister Ave. N Y Quizno’s Subs Restaurant 7127 Hollister Ave. Y N Quiznos Subs Restaurant 5723 Calle Real Y N Raytheon Co. Aerospace and Defense 7418 Hollister Ave. Y N Contractor Raytheon Company Aerospace and Defense 75 Coromar Dr. Y N Contractor Raython Co. Defense Contractor 7418 Hollister Ave. Y N Red Pepper Chinese Restaurant 282 Orange Ave. Y N Remax Goleta Real Estate Agency 5652 Calle Real N Y Renco Encoders Inc Computer Store 26 Coromar Dr. N Y Republic Elevator Co. Elevator Consultant 77 S Fairview Ave. N Y

Page 10 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? RinconTier 1: BohemioHigh Risk Restaurant Businesses Mexican Restaurant 298 Pine Ave. Y N RP Printing & Graphics Inc Print Shop 5880 Hollister Ave. N Y Rudy’s Mexican Restaurant Restaurant 5680 Calle Real Y N Russ Jones Metal Works Welder 138 Santa Felicia Dr. Y N Saigon Noodle House Restaurant 6831 Hollister Ave. Y N Sansum Clinic Medical Clinic 470 S Patterson Ave. N Y Santa Barbara Aquatics Inc Dive Shop 5822 Hollister Ave. Y N Santa Barbara Auto Salvage Used Auto Parts Store 891 S Kellogg Ave. Y N Santa Barbara Business College Higher Education Institution 5266 Hollister Ave. N Y Santa Barbara Focalplane Infrared Equipment 346 Bollay Dr. N Y Manufacturers Santa Barbara Instrument Group Musical Instrument Store 147 Castilian Dr. N Y Santa Barbara Motorspots Motorcycle Store 5955 Calle Real Y N Santa Barbara Running Running Supply Store 129 N Fairview Ave. N Y SB Car Rental Hotline Car Rental Agency 340 Pine Ave. YN Sender-O’Hara Lori J DC Chiropractor 25 Carlo Dr. N Y Servpro Fire and Damage Restoration 6485 Calle Real N Y

Seymour Duncan Music Equipment 5427 Hollister Ave. N Y Manufacturer and Distributor Siesta Furniture Gallery Furniture Store 5580 Calle Real N Y Skate One Corporation Skateboard Manufacturer and 30 S La Patera Ln. Y N Distributor Smitty’s Towing Towing Equipment 5775 Thornwood Dr. N Y So Cal Gas Headquarters Gas Utility 130 Patterson Ave.YN Soilmoisture Equipment Irrigation Equipment 801 S. Kellogg N Y Corporation Supplier, Manufacturer, Soil Testing and Water Monitoring equipment, Porous ceramics. South Coast Community Federal Bank 5784 Calle Real N Y Credit Union Spectrum Centers Personal Fitness Club 6144 Calle Real N Y Starbucks Coffee Coffee Shop 7030 Market Place Dr Y N Steri-Shield Products Medical Supply Store 336 S Fairview N Y Subway Restaurant 6831 Hollister Ave. Y N Suncoast Realty Real Estate Agency 5631 Calle Real N Y Surf Country Surf Shop 109 S Fairview Ave. N Y Sushi Teri Restaurant 5746 Calle Real Y N

Page 11 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? SweetTier 1: Alley High Risk Businesses Frozen Yogurt Shop 7034 Market Place Dr Y N Taco Bell Restaurant 140 N Fairview Ave. Y N Terra Sol Garden Center Plant Nursery 5320 Overpass Rd. Y N Texas Instruments Inc. Electronics Design and 315 Bollay Dr. N Y Manufacturer The Habit Restaurant 5735 Hollister Ave. Y N Thyssen Krupp Elevator Elevator Consultants 350 S Kellogg Ave. N Y Timbers Restaurant 10 Winchester Canyon YN Ave. Tooltechnic LLC tools, building materials 140 S Los Carneros Rd. N Y dealer Top Shop Auto Repair Automotive Repair 177 S Patterson Y N Tourtillote Nancy Beauty Shop 5718 Hollister Ave. N Y Toyon Research Corporation Technology development and 6800 Cortona Dr. Y N defense systems analysis Tri-Valley Sportswear Screen Printer 330 S Kellogg Ave. N Y Tux & Tails Tailor 5730 Hollister Ave. N Y URS Corporation Environmental Consulting 130 Robin Hill Rd. N Y US Post Office Postal Service 130 S Patterson Ave. N Y Valley Precision Products Machine Shop 5738 Thornwood Dr. N Y Veeco Instruments Inc. Atomic Force Microscopes 112 Robin Hill Rd. N Y Verizon California Inc. Goleta Unknown 424 Patterson Ave. Y N Plant Yard Victorian Rose Florist Florist 5794 Hollister Ave. Y N Welch-Ryce-Haider Funeral Crematorium 450 Ward Dr. N Y Service Western Welding Welder 274 Rutherford Ave. Y N Western Welding Company Welder 285 Rutherford St. Y N Whorf Entertainment Home Theatre Store 70 S Kellogg N Y Winchester 76 & Market Fueling Station and 20 Winchester Canyon Rd. Y N Convenience Store Windansea Welder 230 Magnolia Ave. Y N Work Training Programs Special Education 137 Aero Camino N Y X-Tech Systems Office Equipment Supplier 360 Storke Rd. N Y Yoli’s Mexican Restaurant Restaurant 5877 Hollister Ave. Y N Zad Wholesale jeweler 6860 Cortona Dr. N Y

Page 12 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? Tier 1:3: HighLow PriorityRisk Businesses Businesses 7-Eleven Convenience Store 5810 Hollister Ave. N N A T&T Store Phone Company 7127 Hollister Ave. N N Albertson’s Supermarket 5801 Calle Real N N Albertson’s Supermarket 7127 Hollister Ave. N N Alfred’s Tailoring Pants Hemmed Tailor 43 Chapel St. N N While You Wait Alpha Thrift Store Thrift Store 5624 Hollister Ave. N N Angl Clothing Store 7046 Market Place Dr N N Aqua Flo Supply Landscape Supply Store, 30 S La Patera Ln. N N Irrigation, Drip Systems, etc. Asylum Research Scientific Instrumentation, 6310 Hollister Ave. N N Atomic Force Microscopes ATK Space Systems Aerospace Company 475 Pine Avenue N N Auto Sounds Car Stereo Store 5841 Hollister Ave. N N Bank of America Bank 5892 Calle Real N N Bargain Network Inc. Membership Organizations 6330 Hollister Ave. N N NEC Baroness Jewelers Jeweler 5730 Calle Real N N Bei Industrial Encoder Division Instrumentation and Sensor 7230 Hollister Ave. N N Design Consultant Best Buy Electronic Store 7090 Market Place Dr N N Blockbuster Video Video Rental Store 5880 Calle Real N N Bob’s Vacuum Santa Barbara Vacuum Repair Service 5660 Calle Real N N Repair Borders Bookstore Bookstore 7000 Market Place Dr N N Boy’s Club Youth Organization 5701 Hollister Ave. N N Break Time Billiards and Bar 5977 Encina Rd N N Calvin S Kim DMD Dentistry Dentist Office 271 N Fairview Ave. N N Camino Real Cinema Movie Theater 6050 Hollister Ave. N N Carvel of Goleta Ice Cream Shop 147 N Fariview Ave. N N Chase Bank and ATM Bank Calle Real and Fairview NN Ave. Check Yourself Paintball & Paintball Center 5785 Thornwood Dr. N N Machining Chocolate Gallery Candy Shop 5705 Calle Real N N Citrix Online Software Developer 6500 Hollister Ave. N N Coast Glass Co Inc Window Supplier 236 Magnolia Ave. N N Coastal Advance Cash Advance Service 5915 Calle Real N N

Page 13 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? ColdTier 1:Stone High Creamery Risk Businesses Ice Cream Shop 5718 Calle Real N N Cory Bream & Associates Optometrist 7095 Market Place Dr. N N Costco Wholesale Supermarket and Department 7095 Market Place Dr. N N Store Crumbs Bakery 5392 Hollister Ave. N N Cubbage Sewing Machine Services Sewing Machine Repair 7368 Hollister Ave. N N Service Danaher Motion Metallic Moving Part 33 S La Patera Ln. N N Distributor David L Bearman MD Pain Management Physician 7394 Calle Real N N Direct Relief International Non-Profit Organization 27 S La Patera Ln. N N DMA Systems Corp. Database Management and 601 Pine St. N N Research Dripcut Corp Unknown 400 Rutherford Ave. N N End Results Telemarketing Service 6326 Lindmar Dr. N N English Chiropractic Chiropractor 5370 Hollister Ave. NN Etiquette Dance Dance School 255 Magnolia Ave. N N European Deli Deli 149 N Fairview Ave. N N European Sun Tanning Salon 6831 Hollister Ave. N N Eye and Vision Care Optometrist 5300 Hollister Ave. N N Fantastic Sams Inc Barber/Salon 5776 Calle Real N N FedEx Office Shipping and Copy and 5749 Calle Real N N Office Shop Fidelity Community West Bank Bank 445 Pine Ave. N N Fireplace Shop Fireplace Store 323 Magnolia Ave. N N Forte Stone Granite and Marble Importer 6464 Hollister Ave, N N Four Wheel Drive- Santa Barbara Truck Accessories Store 5737 Hollister Ave. N N Frazee Paint Paint Shop 5652 Calle Real N N Front Page Greeting Card Shop 5737 Calle Real N N Global Power Supply Electrical Supply Store 5383 Hollister Ave. N N Gold Medal Wine Club Wine Store 5330 Debbie Rd. N N Golden One Credit Union Bank 5676 Calle Real N N Goleta Branch Santa Barbara Public Library 500 N Fairview Ave. N N Public Library Goleta Dental Practice Dental Office 164 Kinman Ave N N Goleta Sports Sporting Goods Store 5738 Calle Real N N Goleta Valley Church Church 595 N Fairview Ave. N N Goleta Valley Cottage Hospital Hospital 351 S Patterson N N Goleta Valley Gun & Supply Store Gun and Supply Store 5669 Calle Real N N

Page 14 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? GoletaTier 1: Valley High RiskMini BusinessesStorage Record Storage Facility 5380 Overpass Rd. N N Good Shepherd Lutheran Church Church 380 N Fairview Ave. N N Goodland Gallery Art Gallery and Store 7044 Market Place Drive N N Goodland Signs and Designs Sign Shop, Engraver, Print 375 Pine Ave. N N Shop Gordon & Grant Hot Tubs & Spas Hot Tub Store 345 Pine Ave. N N

Graybar Electric Company Electrical Supply Store 5360 Overpass Rd. N N H&R Block Income Tax Preparation 157 N Fairview Ave. N N Services Hayashida & Associates Physical Physical Therapy Clinic 7070 Market Place Dr N N Therapy Hearing Consultants of California Hearing Aid Store 5360 Hollister Ave. N N Herold Frank J Electronics Store 800 N Fairview Ave. N N Hollywood Video Video Rental Store 5787 Calle Real N N Image X Document Management 35 S La Patera Ln. N N Company Indo-China Market Supermarket 6831 Hollister Ave. N N Inroads Technology Inc. Internet Home Page 7234 Hollister Ave. N N Development Consultant Jehovah’s Witnesses Church 840 N Fairview Ave. N N Jenkins Enterprises Merchandise Distributor 375 Pine Ave. N N Jesse’s Shoes & Repair Shoe Repair Service 5915 Calle Real N N Jewelry Mart Jeweler 5850 Hollister Ave. N N Jubilee Christian Church Church 7190 Hollister Ave. N N Julia Tipolt State Farm Insurance Insurance Agency 160 N Fairview Ste 3 N N Karl Stortz Imaging Medical Supply Store 175 Cremona Dr. N N Key Point Credit Union Bank 7062 Market Place Dr N N Kinko’s Copy Shop 5749 Calle Real N N La Chapala Market Supermarket 5780 Hollister Ave. N N Laboratory Aquila Defense Contractor 5385 Hollister Ave. N N Laboratory Larry’s Auto Parts Used Auto Parts Store 5855 Hollister Ave. N N Lighting Protection Corporation Manufacturer 5750 Thornwood Dr. N N Live Oak Unitarian Universalist Church 820 N Fairview Ave. N N Congregation Longs Drugs Pharmacy 5875 Calle Real N N Los Padres National Forest Federal Government Office 6755 Hollister Ave. N N Macfarlane David unknown 5814 Gaviota St. N N

Page 15 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? MagneticTier 1: High Data Risk Inc. Businesses Computer Storage Devices 445-485 Pine Ave. N N Mama’s Bakery and Deli Restaurant 5342 Hollister Ave. NN Massage Envy Massage Service 5748 Calle Real N N Medi-Zone Weight Loss Service 7068 Market Place Dr N N Medstat Group Health Information and 5424 Hollister Ave. N N Referral Programs Mentor Corporation Medical Supply Store 201 Mentor Dr.NN Mentor H S Inc. Mentoring Services 600 Pine Ave. N N Mercury Lounge Lounge and Bar 5871 Hollister Ave. N N Montecito Bank & Trust Bank 5658 Calle Real N N Moss Motors Ltd. Auto Parts Store 440 Rutherford St. N N Nagy Robert MD Medical Clinic 5350 Hollister Ave. N N Ocean Health Center Health Insurance Agency 325 Rutherford St. N N Old Town Antiques Antique Shop 5799 Hollister Ave. N N Old Town Tavern Lounge 261 Orange Ave. N N One-Way Industrial Supply Industrial Supplies including 302 Pine Ave. N N Furniture and Fixture Oriental Market Supermarket 5863 Hollister Ave. N N Orosco Custom Plating Works Metal Work 602 Pine Ave. ? N Orowheat Baking Company Health Food Store 91 S Patterson Ave. N N Pacifica Suites Hotel 5490 Hollister Ave. N N Pamela Reeves MD Psychologist 5951 Encina Rd. Ste 103 NN Paperback Alley Used Books Bookstore 5840 Hollister Ave. N N Parameters Custom Framing Picture Frame Shop 5350 Overpass Rd. N N Parry Naomi L MD Medical Clinic 5370 Hollister Ave. N N Pendulum Faire Clock Shop Clock Store 195 Patterson Ave. N N Phelps Electronics Electronics Store (small 5770 Thornwood Dr. N N appliances, cleaners, etc.) Phoenix Hi Tech Machining Machine Shop 5773 Dawson Ave. N N PJ’s Hallmark Card and Gift Store 6990 Market Place Dr. N N Psychplan Psychologist 5901 Encina Rd. N N Public Storage- Self Storage Self Storage Facility 5425 Overpass Rd. N N Rabobank Bank 5956 Calle Real N N Radioshack Electronics Store 167 N Fairview Ave. N N Rahjoo Hamid DDS Dentist Office 5973 Encina Rd N N Rainbow School Preschool 5689 Hollister Ave #C N N Rayne Water Conditioning Bottled Water Supplier 5336 Overpass Rd. N N Rite Aid Pharmacy and Drug Store 199 N Fairview Ave. N N

Page 16 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? SafeTier Laboratories1: High Risk Businesses Automotive Safety Research 495 Pine Ave. N N Facilitiy Sansum Clinic Occupational Medical Clinic 101 S Patterson Ave. N N Santa Barbara Bank & Trust Bank 7078 Market Place Dr N N Santa Barbara Bank and Trust Bank 299 N Fairview Ave. NN Santa Barbara Behavioral Health Health and Medical 5901 Encina Rd. N N Counseling Santa Barbara Biscotti Co. Wholesale Bakery 103 Santa Felicia Dr. N N Santa Barbara Designs Outdoor Furniture Store 5831 Gaviota St. N N Santa Barbara Humane Society Animal care and crematorium 5399 Overpass Rd. N N

Santa Barbara Mattress Expo Mattress Store 5610 Hollister Ave. N N Santa Barbara Swap Meet Flea Market 907 S Kellogg Ave.NN Santa Cruz Market Supermarket 5757 Hollister Ave. N N Santa Maria Tire Inc Tire Shop 191 N Fairview Ave. N N Schulz Engineering Corp. Machine Shop 5785 Thornwood Dr. N N SEE International Inc. Non-Profit Eye Care Center 7200 Hollister Ave. N N and Ophthalmologist Sensor Technology Engineering Engineers 5553 Hollister Ave. N N Shear Artistry Beauty Salon 161 N Fairview Ave. N N Sientra Plastic Surgery products 6769 Hollister Ave. N N South Coast Deli Deli 185 Patterson Ave. N N Spherion Recruiting and Staffing Temp and Employment 281 Magnolia Ave. N N Agency Sports Authority Sporting Goods Store 7035 Market Place Dr N N St Raphael Church and School Church and Elementary 160 Saint Josephs St. N N School Staples Office Supply Store 7015 Market Place Drive N N Storz I O L 5375 Overpass Rd. N N Styles for Less Clothing Store 5733 Calle Real N N Sundance Beach Clothing Store 7048 Market Place Dr N N Tecolote Research Inc. Cost Analysis & Financial 1 S Los Carneros Rd. N N Management Services The Coffee Bean and Tea Leaf Coffee Shop 5745 Calle Real N N The Cutting Edge Hair Salon 5779 Calle Real N N The UPS Store Postal Service 5662 Calle Real N N Tobin Lucks LLP Attorney 6785 Hollister Ave. N N Town’n Country Real Estate Agency 5669 Calle Real N N Trader Joe’s Supermarket 5767 Calle Real N N

Page 17 of 18 URS - 12/18/09 Business Based Education Prioritization Matrix Business Name Business Type Business Location High Risk High Risk Business Location? Type? TransilTier 1: ProHigh Risk Businesses Translator 218 Entrance Rd. N N Transphorm Electrical Engineering 107 S La Patera Ln. NN Univeristy of California Higher Education Institution 5266B Hollister Ave. N N Cooperative Extension Uyesaka Jon MD Medical Clinic 5333 Hollister Ave N N Velo Pro Cyclery Bicycle Shop 5887 Hollister Ave. N N Vision Adventure Safari Travel Agency 14 Violet Ln. N N Walgreens Pharmacy 5900 Calle Real N N Walpole & Co. LLP Accountant, Computer 70 Santa Felicia Dr. N N Consultant, CPA Wells Fargo Bank 195 N Fairview Ave. N N Wescom Central Credit Union Bank 5784 Calle Real N N Wilderness Youth Project Youth Organization 5386 Hollister Ave. N N Wilson Printing Print Shop 5777 Hollister Ave. N N Wyatt Technology Medical Supply Store 6300 Hollister Ave. N N Yoyumyum Ice Cream Shop 5915 Calle Real N N Zodo’s Bowling & Beyond Bowling Alley and Bar 5925 Calle Real N N

Page 18 of 18 URS - 12/18/09 Green is Good for Business This day and age, hen you started your business, you probably Benefits Wbased many of your initial decisions on a “green business” dream. A dream of possibility and unlimited success To Certified Green Businesses based on an idea that came to you about how to • Save money by reducing use of energy, water and other resources. means more than create your place in the world. • Differentiate from competitors. • Leverage free promotion. recycling... As the dream evolved - so did your business. Chances are that your brainchild is still in a state of • Create a healthier and more comfortable workplace. metamorphosis. What steps are you taking to enhance • Evolve your business for a changing economic environment. this evolution as the world we live in is experiencing its Air Pollution Control To The Public District own state of change? City of Buellton • Find and support businesses that care for our environment. City of Carpinteria The environment that we all share is in a perpetual race to • Easily find environmental information and interact with experts. Carpinteria Valley City of Santa Barbara Chamber of Commerce outrun the impact that our existence has on its natural state. To The Environment Santa Barbara Region Carpinteria Valley Water As more and more people become aware of this reality - the Chamber of Commerce District way we do business is changing • Build a cleaner, healthier environment and community. County of Santa Barbara Carpinteria Sanitary District - and in this case, change is • Provide a more desirable and inviting workplace and public space. City of Santa Maria Community very good. Santa Maria Valley Environmental Council Chamber of Commerce

Golden State Water COST SBCAG Traffic Solutions Company he Green Business Southern California City of Goleta TProgram of Santa While the certification is free and the program offers Edison Goleta Sanitary District free assistance, businesses will be responsible for costs Southern California Gas Barbara County is a Company Goleta Water District associated with upgrades to their facilities and operations. movement that has been South County Energy Goleta West Sanitary Efficiency Partnership District building momentum for • Expenses may range from the cost of buying (SCEEP) Montecito Sanitary nearly 15 years. The Central City of Solvang District recycling bins to purchasing energy Coast’s business community has Solvang Chamber of Pacific Gas efficient appliances... or choosing to Commerce & Electric recognized that environmental responsibility and green practices take even greater measures. Summerland Sanitary not only benefit our surroundings –they support the possibility of District unlimited success and dreams come true. • Significant rebates and incentives may be available through GBPSBC partners.

The Green Business Program of Santa Barbara Time ...and the County (GBPSBC) aims to recognize, through Dependent on existing facilities benefits extend certification, businesses that go above and and operations, the typical certification process far beyond saving beyond required measures to serve as models averages 10 hours. of sustainable business. the environment. Becoming Certified

Earning a certificate from the Green Business Program of Santa Barbara County means that you have made a commitment to your community and the future success of your business - a commitment to go above and beyond typical green measures and stand on the cutting edge of sustainable business practice.

The Process • First, make sure your business is in compliance with any applicable environmental regulations. Let us know if we can help by connecting you to resources that can assist in evaluating and correcting any issues.

• Next, visit our website at www.GreenBizSBC.org and fill out an application. We’ll then provide a free review of your regulatory compliance and any steps you’ve already taken that put you on your way to being a green business.

• Use the provided guidebook to complete the applicable checklist for your type of business - implementing a specific number of measures to become certified.

• Let us know when your checklist is complete and we’ll provide a free follow-up evaluation and offer further suggestions and guidance if needed. Your certification includes a window logo decal, an electronic version of the program logo, a listing in the directory of Certified Green Businesses, and marketing assistance.

For more information, call (805) 705-1686 or email [email protected]

PO Box 92005 • Santa Barbara, CA 93190-2005 • www.greenbizsbc.org

Printed on 100% recycled, chlorine-free paper that is manufactured using 100% wind-generated power. A-PEO-7a: “It All Flows To The Ocean” Media Campaign MTD Bus Exterior Ad, June – August, 2009

“It All Flows To The Ocean” Media Campaign MTD Bus Interior Ads, January – May, 2009

A-PEO-7b: Earth Day 2010 Advertisement Santa Barbara Independent (4/15/10), Daily Sound (4/12/10)

Appendix 1I

Easy nce Clean Oceans Are Up to Us Refere Guide! torm water pollution is created when trash, cigarette butts, S animal waste, pesticides, motor oil and other contami - nants left on the ground are washed or thrown directly into All About City Hall storm drains. There is nothing that cleans the water that runs (805) 961.7500 through the storm drains. It just flows directly into the ocean. Pollutants lead to unsafe beach conditions for swimmers, fish, www.cityofgoleta.org and waterfowl. Channel 19: Goleta TV The good news is that storm water pollution is preventable. Through public education at the residential, business, and government level, we can all Goleta City Council do our part to keep our creeks, streams and ocean clean. Mayor Eric Onnen The City of Goleta, led by our Community Get your free “Recycling Resource Mayor Pro Tempore Margaret Connell Services Department, has developed a Guide for Santa Barbara County” at Goleta Councilmember Roger S. Aceves comprehensive Storm Water City Hall, Goleta Library or the Goleta Valley Councilmember Michael T. Bennett Management Plan (SWMP) and is Community Center, or view at, Councilmember Edward Easton seeking input from residents and busi - www.cityofgoleta.org. City Manager Daniel Singer nesses on effectively implementing this plan. Community input—especially from For more information on household waste, storm water and other envi - City Council Meetings the business community—is critical. Join ronmental services programs, as well Held on the 1st and 3rd Tuesdays us at these meetings! as locations for safe disposal of of the month at 1:30 pm and 6 pm Kick-Off Meeting household hazardous waste, visit the Televised live on Channel 19 Wednesday, February 10 City of Goleta Community Services 6-8 pm Department at www.cityofgoleta.org Replayed Wednesdays and Saturdays Meetings held 10 am and 5 pm Second Meeting at City Hall Wednesday, March 10 Council Chambers free! Mayor’s Office Hours 6-8 pm By appointment, contact Mayor Onnen: Visit www.cityofgoleta.org for more infor - City office 961.7538; Office 964-7759, mation, or call Liz LaRovere at 961.7578. ext. 109 or [email protected] Goleta City Hall Simple things you can do to prevent 130 Cremona Drive, Suite B storm water pollution Goleta, CA 93117 1. Clean up after your pet. 961.7500 tel 685.2635 fax Monday – Thursday, 7:30 am – 5:30 pm 2. Repair auto leaks. Friday: Front Reception closed. Access 3. Report dumping or other pollution at 1-877-OUR-OCEAN. City Hall via Permit & Design Center 4. Dispose of household hazard waste such as used auto fluids, paints, chemicals, flores - Permit & Design Center cent lights, and batteries appropriately. Go to www.lessismore.org to find a designated center. Monday – Thursday, 8 am – 4:30 pm 5. Sweep up yard debris instead of hosing it down. Compost or recycle yard waste when possible. Friday, 8 am – 12 noon 6. Use commercial car washes or wash your car on a lawn or other unpaved surface. Building Division 961.7552 Planning Division 961.7543 7. Use pesticides and fertilizers sparingly, if at all. To understand the impacts of pesticides and get good ideas on alternative pest control, check the state’s integrated pest management Useful Phone Numbers program at www.ipm.ucdavis.edu. Public Information 961.7508 8. Clean paint brushes in a sink, not outdoors. Properly dispose of excess paint at the UCSB Parks Reservation 961.7531 Hazardous Waste Collection Center. Public Works Request 961.7570 9. Sweep up and properly dispose of construction debris like concrete, stucco or mortar. City Jobs 961.7525 Building Inspection Request 961.7550 The Monarch Press is produced by the City Manager’s office. The newsletter is printed on (50%) recycled paper stock (15% post-consumer waste), using soy-based ink and distributed to all City of Goleta residents and business - Code Enforcement 961.7556 es as bulk rate U.S. Mail. Additional copies are available at City Hall, the Goleta Library, the Goleta Valley Chamber Anonymous Tip Line 961.7574 of Commerce, and the Goleta Valley Community Center. The Monarch Press can also be downloaded from the City’s website. Please direct questions and comments to: [email protected]. 2 Winter 2010 Two Tons of Trash Collected From Santa Barbara County Beaches on Coastal Cleanup Day orget sea shells, volunteers combed local beaches in search of F garbage September 19, the 25th Annual California Coastal Cleanup Day. All together, a weighty 4,443 lbs. of trash was collect - ed. Some of the more unusual items found: a rubber fish, a stereo amplifier, a ladder, tires, a shopping cart, a car floor mat, a bike wheel, an antique razor, spray paint cans, a BBQ grill and a trampoline! To learn more about Coastal Clean Up and other similar A P S

community events, visit www. lessismore.org. &

T R O S E R

A R A

C Visit the Coronado A B

F O Butterfly Preserve Y S E T

R Catch the wondrous sight of thousands U O C

O of Monarch butterflies roosting in the T O H

P Eucalyptus trees. If you visit on the At Haskell’s Beach, Bacara Resort & Spa employees (pictured weekend before February, get your questions answered by one of the above) and volunteers collected 493 pounds of debris or 31 City’s volunteer monarch butterfly lbs/person. Goleta City staff and United Way Day of Caring docents. Directions: From Highway 101, volunteers collected over 650 pounds of trash at Ellwood exit Storke/Glen Annie and head south. Beach, as well as 420 pounds at San Pedro Creek! Turn right on Hollister Avenue, drive 1.2 miles and take a left on Coronado Drive. Entrance to the Preserve is at the end Los Carneros Interchange of Coronado Drive. Gets Much Needed TLC Get to Know the Benefits In November, the City of Goleta and Caltrans celebrated the comple - tion of the Los Carneros Interchange Landscaping Project. of Trees For years, this area was devoid of landscaping with just weeds and a Like Trees? If so, get involved and few scattered trees. With the new landscaping project complete and a participate in the City’s Urban Forest remote water irrigation system in place, California sycamores, toyon, Management Citizen Advisory manzanita, deer grass and other native plants will grow and beautify Committee. This informal group pro - the area. vides input to the Community Services Department on the “State of the Goleta Valley Urban Forest Report.” This report is a compilation of known facts about the City of Goleta urban forest, which is simply defined as all of the public and private trees within the City. The report includes details such as the condition of trees, the size of the canopy, and the coverage of our trees. Once the report is finalized, the City will use this information to set goals and develop benchmarks for the future. Future meetings will be held to develop a vision document that will serve as the basis of a work plan. Check website for next meeting or call 961.7578.

George Amoon, Project Manager, City of Goleta and David R. Black, Landscape A copy of this report is available on the City of Architect of David R. Black and Associates. Goleta website at www.cityofgoleta.org.

Call City of Goleta at 961.7500 or visit our website at www.cityofgoleta.org The Monarch Press 3

A-PEO-10 Storm Water Website Tracking Log Information Added to Storm Water Date Website Number of Hits SW Events Stakeholder SW Main Page SW Hotline Calendar Committee

Oct-09 General Information 22

Nov-09 General Information 21

Dec-09 General Information 50

Jan-10 Storm water hotline, calendar 101 28 9 x

Feb-10 Calendar events 62 6 24 x

Mar-10 Calendar events, CIG meeting schedule 37 7 25 x

Apr-10 58 10 4 16

2010 REPORTING PERIOD TOTAL 351 51 62 16

A-PEO-10

News Media Contact: Everett King Environmental Svcs. Coordinator 805.961.7565 [email protected]

PRESS RELEASE

For Immediate Release February 10, 2010

CITY KICKS-OFF NEW COMMUNITY INTEREST GROUP

Storm Water Issues to be Group’s Primary Focus CITY COUNCIL Eric Onnen Mayor [Goleta, CA 11:00 a.m.]

Margaret Connell The City of Goleta is pleased to announce the creation of a Community Mayor Pro Tempore Interest Group that will work as an advisory committee for implementation

Roger S. Aceves of the City’s Storm Water Management Plan and other current storm Councilmember water issues.

Michael T. Bennett City residents, business owners, and all interested individuals and Councilmember organizations are invited to participate in the group’s kick-off meeting, Wednesday, February 17 from 6:00 to 8:00 p.m. at the City’s Council Edward Easton Chambers located at 130 Cremona Drive. Councilmember

Under the provisions of the Federal Clean Water Act, Goleta is required to CITY MANAGER design and implement measures intended to minimize and ultimately Daniel Singer eliminate the discharge of pollutants into our local waterways, where they cause harm to human health and the environment. “The City looks forward to working with interested residents in developing and implementing its Storm Water Management Program” stated Mayor Eric Onnen.

At the meeting the public will be encouraged to meet with City staff responsible for the Plan’s implementation, receive an update on its current status and future action, and learn what residents can do to further its goals and objectives. The City encourages all interested persons and organizations to participate in this process. For information, please contact Everett King, Environmental Services Coordinator at 961-7565.

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Most Read Stories By DAILY SOUND STAFF — Feb. 11, 2010 Check out these most read Goleta city officials are seeking community residents, stories. business owners and other interested parties to join a Police blotter — June 2 working group to serve in an advisory capacity as the city Police blotter — June 5 develops its Storm Water Management Plan. Wrong -way driver sentenced to 13 years The group is holding a kickoff meeting on February 17 from 6 For Das Williams and to 8 p.m. at the city’s council chambers at 130 Cremona Dr. Susan Jordan, it's an Members of the public will meet with city staff involved with assembly slugfest the stormwater plan, learn about its current status and future Popular local site expands its reach action, and receive information about what residents can do to further its goals. Most Talked About The plan is part of the city’s requirements under the federal Stories Clean Water Act, which requires municipalities to design and Check out these recent talked about stories, and implement measures to eliminate the discharge of pollutants voice your opinion... into waterways. Those interested in participating should contact Everett King, the city’s environmental services coordinator, at Popular local site 961-7565. expands its reach Arrests made in pot shop Comment on this article extortion For Das Williams and Subject: Susan Jordan, it's an assembly slugfest Police union scrutinizes Body: city finances Medical marijuana regulations lose needed support Poster: Secord seeks supervisor seat Juarez hit with fight charge Three arrested for allegedly attacking Good Samaritan Enter text seen above:

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http://www.thedailysound.com/results/021110stormwater 6/8/2010 Gas Company Financial Assistance Programs: Help Is Available! During these tough economic All customers are also encouraged to look into rebates worth hun - times, the Southern dreds of dollars for the purchase of energy-efficient appliances. California Gas Company has Customers can enroll in the assistance programs or request payment a plan to help you! There are arrangements by visiting the Gas Company’s website, currently new programs available that provide financial assistance www.socalgas.com/extrahelp, or calling the Gas Company toll-free at for those on reduced income or with special medical needs. (800) 427-2200 or (800) 342-4545 in Spanish. The California Alternate Rate for Energy (CARE) program pro - Learn how to conserve energy at home and about no-cost ener - vides a 20-percent rate discount on the monthly natural gas bill. gy saving home improvements by visiting www.socalgas.com The Direct Assistance Program (DAP) provides energy-saving home improvements to income-qualified renters and homeown - ers. People who require additional heating for health reasons may qualify for additional natural gas service at the lowest rate through the Medical Baseline Allowance Program.

City Kicks Off Storm Water Stakeholder Process Goleta initiated its Storm Water Community Interest Group (CIG) process with a meeting on February 17 in the City Council Chambers. Learn About Oil Waste Disposal Options Community Services Director Steve Wagner welcomed Don’t know where to put your household hazardous waste? a mixed audience of interested residents and business Most people don’t. Household hazardous wastes are materials commonly used in and around households that contain toxic owners, engineers and consultants, and storm water substances. These include household cleaning products, paint - managers from nearby jurisdictions, before introduc - ing supplies, automotive oil and many others. ing the City’s new Environmental Services Coordinator, It is vitally important to keep hazardous waste out of landfills Everett King. Following an overview of the City’s Storm where they may affect water quality and impact area resources. Water Management Plan, and the current status of its Water infiltrating buried waste can collect a variety of harmful various elements, there was discussion about how to substances that may be present, and carry them into ground coordinate similar efforts in nearby jurisdictions, and and surface water. This can harm our drinking water and our the role interest group members can play in reviewing children. documents, and policies aimed at reducing illicit dis - To reduce the amount of waste requiring treatment and dispos - charges into the storm water system and improving al, consider only buying what you need and using all that you our local water quality. buy. All of these products should be properly stored in dry, cool, well-ventilated areas, out of reach of children. A second CIG meeting on March 17 generated many In South County take your oil, paint, and other hazardous waste good ideas for future outreach efforts and program to the collection center at UCSB located at University of development. A third meeting was held in April. The California at Santa Barbara, Mesa Road, Building 565. The group will continue to meet on a regular basis. center is open Saturday 9 am-3 pm and Sunday 11 am-3 pm. For more information on how to participate in the CIG, Businesses may make appointments for Fridays. contact Everett at 961-7565. If you have questions, please call 882.3602.

Call City of Goleta at 961.7500 or visit our website at www.cityofgoleta.org The Monarch Press 3 A-PP-1a: Goleta Storm Water CIG Meeting Agendas

STORM WATER MANAGEMENT PLAN STAKEHOLDER MEETING Wednesday, February 17, 2010 City Hall 130 Cremona Drive, Suite B Goleta, California

6:00 p.m.

Council Chamber

Steve Wagner, Community Services Director Everett King, Environmental Services Coordinator

I. Opening remarks (10 minutes)

II. Review of NPDES/Storm water management requirements (15 minutes) (Wagner)

III. City of Goleta Storm Water Management Plan Overview (30 minutes) (Wagner/King) a. Actions Taken b. Current Status c. Future Action

IV. Stakeholder Process (25 minutes) (Wagner/King) a. Advisory role b. Meeting Schedule c. Coordination With Other South Coast Stakeholder Groups d. Outreach e. Informational Resources

V. Public Comment (20 minutes)

VI. Adjourn

Americans with Disabilities Act: In compliance with the ADA, if special assistance is needed to participate in a City Council meeting (including assisted listening devices), please contact the City Clerk's office at (805) 961-7500. Notification at least 72 hours prior to the meeting helps to ensure that reasonable arrangements can be made to provide accessibility to the meeting. A-PP-1a: Goleta Storm Water CIG Meeting Agendas

STORM WATER MANAGEMENT PLAN STAKEHOLDER MEETING Wednesday, March 17, 2010 City Hall 130 Cremona Drive, Suite B Goleta, California

6:00 p.m.

Council Chamber

Steve Wagner, Community Services Director Everett King, Environmental Services Coordinator

VII. Introductions/Announcements (10 minutes)

VIII. Stakeholder Process (15 minutes) a. Meeting schedule b. Coordination with other South Coast stakeholder groups c. Outreach

IX. Recap of Cathleen Garnand’s APWA Presentation on LID

X. Illicit Discharge Detection and Elimination (20 minutes) a. Recent discharge issues b. Channelkeepers’s proposed ID volunteer training c. Potential workshops for commercial/industrial generators

XI. Review of Draft Documents (45 minutes) a. Procedure and timing b. Storm Water Discharge Ordinance c. Draft Storm Water Pollution Prevention Plan Review Guidance Manual d. Draft Best Management Practices Manual

XII. Public Comment (10 minutes)

XIII. Adjourn

A-PP-1a: Goleta Storm Water CIG Meeting Agendas

STORM WATER MANAGEMENT PLAN STAKEHOLDER MEETING Wednesday, April 28, 2010 City Hall 130 Cremona Drive, Suite B Goleta, California

6:00 PM

Council Chamber

Steve Wagner, Community Services Director Everett King, Environmental Services Coordinator

XIV. Introductions/Announcements (10 minutes) a. Rotary & SBCK creek cleanup (4/24) b. Earth Day report c. Construction site operator’s training (May 12) d. State Mandate’s Commission’s findings

XV. Review of Draft Storm Water Ordinance (20 minutes)

XVI. Report on Optical Brightener Monitoring in Goleta Streams (30 minutes) Ben Pitterle, Santa Barbara Channelkeeper

XVII. Creek Week Planning (10 minutes)

XVIII. Public Comment (10 minutes)

XIX. Adjourn

A-PP-3: Creek Cleanup Log

# Total Volunteer Approximate Date Location Volunteers Hours Amount of trash 8/15/2009 San Jose Creek 16 30 100 lbs 9/24/2009 San Pedro Creek 20 30 300 lbs 1/30/2010 11 sites, 8 streams 12 30 300 lbs 4/24/2010 18 sites, 10 streams 52 30 740 lbs Total 100 120 1275 Take a Walk on the Ellwood Side…but Don’t Forget the Rules! ne of the great perks about living in the Goleta Valley is the nat- Here is what we are doing to ensure that it continues to be a O ural beauty of our parks, open spaces, and beaches. Goleta is beautiful place for our community to enjoy. proud of the Ellwood Mesa at Sperling Preserve—a 137-acre oasis You might see Community Resource Deputy Garett TeSlaa riding his police bike out on the bluffs. This is part of a contin- Open spaces have special rules ued “bluff and beach enforcement” effort the City initiated in that may or may not be applicable response to reports of bonfires, fireworks, under-age drinking, and other illegal activities. The City Council puts a high empha- in a traditional park. sis on public safety and environmental protection to ensure that the bluffs and beaches are enjoyable for our community. Deputy TeSlaa has the following reminders: • Bon fires are illegal on all beaches and bluffs in the Goleta Valley. • Dogs must be kept on leashes unless otherwise posted. • Responsible consumption of alcohol is permitted on beaches for Beaches in the City of Santa Barbara have different rules. those 21 years or older. Check with the Santa Barbara Police Department at • If you’re going to consume alcohol, be sure to carry identification. www.cityofsantabarbara.org before venturing out. • Be considerate of others and pack and take your trash out with you. of Eucalyptus trees, native grasslands, and wildflowers framed by • No motorized vehicles of any kind are allowed on bluffs and beaches. pristine Ellwood Beach. Four years ago, the City officially acquired • If you’re under 18, you need to wear a helmet while bicycling on the this beautiful open space. bluffs or beaches.. Get Dirty Picking up Trash in Goleta Creeks and Beaches: September 19 - 26, 2009 Creek Week is an annual celebration of our local watersheds and an oppor- City of Goleta Creek Week events: Saturdays, 9 am - noon tunity for community members to get involved in protecting water quality in September 19th • Ellwood Beach Cleanup our creeks and the ocean. Meet at the chimney on Ellwood Mesa straight out from Ellwood Beach A complete description of Creek Week activities is available at Drive www.sbcreekweek.com. For more information, including maps September 26th • San Pedro Creek Cleanup and directions, call Liz at 961.7578. Meet at Stow Open Space on Stow Canyon Road

Time for School! • Check out online educational resources such as the Santa Barbara County Education Office Portal (www.sbceoportal.org) It is time to start packing sack lunches again and transition- and the Santa Barbara Public Library (www.sbplibrary.org) ing back to the school schedule. Rachael Ross Steidl, • Join the PTA to stay tuned into your school. President of SBParent.com, a local resource for families, gives some back-to-school advice for parents! Here are some tips for a successful school year: • Start each day out right with a healthy breakfast • Make sure your children are fully immunized • Whether your children are in preschool or high school, it is important to stay informed by reading everything that is sent home from school. • Ask your child’s teacher about different ways to volunteer so you For parenting advice, events, camps, can stay connected. and other resources, stay current with sbparent.com! • Help kids create a space at home to do homework and read to them or encourage them to read at least 20 minutes every night! Have a great school year!

4 Fall 2009 Two Tons of Trash Collected From Santa Barbara County Beaches on Coastal Cleanup Day orget sea shells, volunteers combed local beaches in search of F garbage September 19, the 25th Annual California Coastal Cleanup Day. All together, a weighty 4,443 lbs. of trash was collect - ed. Some of the more unusual items found: a rubber fish, a stereo amplifier, a ladder, tires, a shopping cart, a car floor mat, a bike wheel, an antique razor, spray paint cans, a BBQ grill and a trampoline! To learn more about Coastal Clean Up and other similar A P S

community events, visit www. lessismore.org. &

T R O S E R

A R A

C Visit the Coronado A B

F O Butterfly Preserve Y S E T

R Catch the wondrous sight of thousands U O C

O of Monarch butterflies roosting in the T O H

Call City of Goleta at 961.7500 or visit our website at www.cityofgoleta.org The Monarch Press 3 A-PP-4a: Goleta Water Quality Testing Sites

Site Site Name Frequency Description/Reason for Sample Year AT1 Atascadero Creek at Ward Atascadero creek terminus, tidal influence limit Round Atascadero Creek at Year AT2 Upstream of Maria Ygnacio creek confluence Paterson Round Atascadero Creek at Year Above golf course and agriculture, concrete AT3 Puente Drie Round channel Year BL01 Bell Creek Lagoon Lagoon site Round Bell Creek at San Miguel Year Accessible Bell Creek location downstream of BL02 Open Space Round agricultural land uses Cieneguitas Creek at Year Urban runoff signal from upper State St. and CG1 Nogal Drive Round Foothill Rd Phelps Ditch above Ocean Year Above golf course influence, main dry weather DV21 Meadows Golf Course Round tributary to Devereux Slough Year DV22 Phelps Ditch at Phelps Rd. Downstream terminus of concrete channel Round Phelps Ditch at Padova Year DV24 Near upstream extent of urbanized boundary Park Round Glen Annie at Evergreen Year DV25 West tributary to Phelps ditch Frisbee Course Round Glen Annie/Tecolotito Year Downstream of urbanized Goleta, Upstream of GA1 Creek at Hollister Avenue Round slough Glen Annie/Tecolotito Downstream of agriculture and golf course, GA2 Seasonal Creek at Cathedral Oaks Upstream of urbanized Goleta Year GA7 Field QAQC Blank Distilled water Round Goleta Slough at the Year Upstream of San Pedro, San Jose, and GS1 bicycle bridge Round Atascadero Creek mouths Los Carneros Creek at LC2 Seasonal Downstream limit of agricultural impact Calle Real Las Vegas Creek at La LV1 Seasonal Near upstream extent of urbanized boundary Goleta Road Maria Ygnacio Creek at MY1 Seasonal Upstream of Atascadero Creek confluence Patterson Maria Ygnacio at Tucker MY2 Seasonal Near upstream extent of urbanized boundary Grove Park San Jose Creek at SJ1 Seasonal Near downstream extent of urbanized boundary Hollister Avenue San Jose Creek at North Year SJ2 Above urban boundary, upstream agricultural runoff Patterson Avenue Round San Pedro Creek near SP1 Seasonal Near downstream extent of urbanized boundary Hollister Avenue San Pedro Creek at SP3 Seasonal Near upstream extent of urbanized boundary Cathedral Oaks Road Year TC01 Tecolote Creek Lagoon Lagoon site Round Tecolote Creek at Vereda Year Accessible Tecolote Creek location downstream of TC02 del Padre Round agricultural land uses

A-PP-4b: WATER QUALITY TESTING SUMMARY

Preliminary Water Quality Monitoring Summary for April, 2009 – March, 2010 Produced by Santa Barbara Channelkeeper for the City of Goleta – June 14, 2010

(Note: Santa Barbara Channelkeeper’s Optical Brightener Monitoring Program, which occurred during this period is described thoroughly in Channelkeeper’s January, 2010 Optical Brightener Monitoring report and is not included in the summary below)

Stream Team Monitoring Santa Barbara Channelkeeper’s Goleta Stream Team Program conducted water quality monitoring events each month from April, 2009 through April, 2010. Citizen monitors collected water quality samples and measurements from 23 sites throughout 14 water bodies located in the Goleta Slough, Devereux Slough, Tecolote Lagoon, and Bell Lagoon watersheds. Monitoring did not occur at some sites when surface flows were not present in streams. Portable meters were used to record measurements for dissolved oxygen, conductivity, pH, turbidity, and temperature. Water samples were collected and submitted to the University of California Santa Barbara’s Long Term Ecological Research Project (LTER) for analysis to detect nitrate and phosphate. Samples were also analyzed for basic indicator bacteria (E. coli and total coliforms) by Santa Barbara Channelkeeper. Samples from lagoon sites were also analyzed for enterococcus indicator bacteria.

Forty-six individuals participated in the Goleta Stream Team Program from April, 2009 to April, 2010. These volunteers contributed approximately 375 hours of combined volunteer service throughout 125 ‘volunteer days’ to the program (one ‘volunteer day’ for each event attended per individual).

Water quality results were compared to relevant water quality standards and reported to the City of Goleta on a monthly basis. Relevant standards include Central Coast Basin Plan objectives, Santa Barbara County Public Health standards, US EPA standards, and 303(d) listing criteria used by the Central Coast Regional Board for purposes of developing the 2008 303(d) Impaired Water Bodies List for the Central Coast Region. Although a comprehensive water quality analysis was not conducted by Santa Barbara Channelkeeper for this time period, Channelkeeper has identified the general areas of concern listed below based on water quality data and field observations from April, 2009 to March, 2010.

Indicator Bacteria All Stream Team sites sampled exceeded the Central Coast Region’s listing criteria for E. coli (235 MPN/100 ml) at some point from April, 2009 – March, 2010. Site GS1 in the Goleta Slough resulted in the fewest percentage of exceedences (4 out of 12 samples, 33%) throughout the time period. Site DV22 exceeded the E. coli listing criteria on the most occasions (11 out of 12 samples, 92%). The median E. coli result for DV22 was 1094 MPN/100 ml. Sites located upstream of DV22 resulted in lower concentrations of E. Coli on several sampling dates. This site is located at the southern border of the municipal boundary indicating that E. coli concentrations in El Encanto Creek may be increasing at times within the City limits. A-PP-4b: WATER QUALITY TESTING SUMMARY

El Encanto Creek (Phelp's Ditch)

100000

10000 GSWDV21 1000 GSWDV22 GSWDV24 100 GSWDV25 235 MPN/100 ml 10 E. Coli (MPN/100 ml) (MPN/100 Coli E. 1 4/5/2009 5/5/2009 6/5/2009 7/5/2009 8/5/2009 9/5/2009 1/5/2010 2/5/2010 3/5/2010 10/5/2009 11/5/2009 12/5/2009

Turbidity Turbidity results most frequently exceeded the Central Coast Region’s listing criteria (25 NTUs) at BL02 (5 out of 9 samples) and TC02 (4 of 11 samples). These sites are located near the City’s upstream boundary, and these watersheds are dominated by agricultural land uses. Turbidity at all other sites never or rarely exceeded the standard during dry weather sampling events.

Nitrate The 10 mg/l as N Basin Plan water quality objective for nitrate was exceeded at multiple sites. Site DV24 (El Encanto Creek) exceeded the standard in 8 out of 11 samples. Site GA2 (Glen Annie Creek) exceeded the standard in 4 out of 8 samples. Los Carneros Creek (LC2) and Las Vegas Creek (LV1) also exhibited nutrient concentrations that approached the Basin Plan water quality objective for nitrate. pH DV22 exceeded the Basin Plan water quality objective for pH in 5 out of 12 samples. Channelkeeper believes this is primarily due to bio-chemical processes resulting from algae growth in the concrete channel above the site. Site AT2, located outside the City’s boundary, also exceeded the Basin Plan objective on multiple occasions.

Conductivity Several creeks frequently exceeded the Basin Plan water quality objective for conductivity (3,000 microsiemens). These creeks included El Encanto Creek, Glen Annie Creek, Atascadero Creek, Los Carneros Creek, and Las Vegas Creek. Conductivity can be an indication that urban or agricultural wastewater is being discharged to streams.

T:\City of Goleta\deliverables\Hydro Modification Support\Hydro Report\Fig1_Creek_Survey_Data.mxd Legend *Creek names in parentheses may have beenused toname waypoints. ,5 4,500 2,250 0 City of Goleta Jurisdictional Goleta of City (2009?) pipes drain storm Goleta’s David’s stormdrain pipes (2003-2004) David’s stormdrain drop inlets 1,125 1 inch = 2,250 feet 2,250 = 1 inch Feet Figure 1. Comparison of Storm Drain Data Drain Storm of Comparison 1. Figure Creeks and Streams Mapping Streams and Creeks Project T:\City of Goleta\deliverables\Hydro Modification Support\Creek_Walk_Report\Fig2_Comstock_Drainage.mxd 0100200 1 inch = 200 feet = 1 inch 50 Feet Figure 2. Figure Stormwater Management Plan Support Plan Management Stormwater Comstock Home Development Comstock the for System Drainage URS Project 28907131.09000 # Project URS Date: 12/16/09 City of Goleta Memorandum

Date: December 16, 2009

To: Steve Wagner, City of Goleta

From: Whitney Wilkinson, Kevin Wunder, Matt O’Brien (URS)

Subject: 2009 City of Goleta Creek Survey Data

Dear Mr. Wagner:

This memorandum summarizes the results of a creek survey within the City of Goleta’s (City) jurisdiction completed during November/December 2009. The purpose of the creek survey was to fulfill requirements listed in the City’s Storm Water Management Plan - Minimum Control Measure (MCM) Illicit Determination and Discharge Elimination (IDDE) 4. The creek survey was completed by Mr. Mike Page (Public Works Inspector) and Ms. Whitney Wilkinson (URS).

Creeks Surveyed

The primary creeks and associated tributaries and/or unnamed drainages surveyed include: • • Tecolote Carneros • • Winchester Canyon San Pedro • • Ellwood Canyon Las Vegas • • Devereux San Jose • • El Encanto Old San Jose • • Glen Annie Maria Ignacio The locations of the creeks are shown on Figures 1 and 2 attached to this memorandum.

Creek Survey Procedures

Each of the creeks listed was physically walked where the creek bed was safely accessible. A handheld Trimble global positioning system (GPS) unit was used to record locations of points of interest, including drain pipes, culverts, vegetation and debris obstructions, and potential illicit discharges. Points of interest were photo-documented using a digital camera and notes and observations were recorded to document the location and point of view of each photograph. A data log summarizing information gathered during the creek survey is included as Table A. Photographs have been included on the accompanying compact disk (CD).

Areas of Concern

Areas of concern were noted during the creek survey and summarized in Table B. Typical concerns include potential illicit discharge points, unexplained sheen noted on the creek bank or water, garbage within the creek, eroded creek banks or erosion control features, vegetation and/or sediment obstructions, and drainage structure damage. Seventy-six (76) areas of concern are documented in Table B. The majority of the areas of concern are associated with vegetation obstructions and erosion Page 2 of 2

issues. Potential illicit discharges were documented at seven locations and presence of garbage was noted at ten locations.

Survey Procedure Modifications

Some modifications were necessary to efficiently conduct the creek survey. These modifications included: • Thick tree canopy occasionally prevented waypoints from being located and recorded by the GPS unit. • Less than 1/4- mile (~1,000 linear feet) of San Jose Creek generally south of the Santa Barbara Swap Meet located at 907 South Kellogg was not reviewed due to a lack of safe access to the creek bed. • Upon direction of City staff, the survey of San Pedro Creek was extended outside of the City’s jurisdiction south of Hollister Avenue (see Figure 1). The survey area was extended as the City is accountable for runoff and illicit discharges that originate in its jurisdiction and flow into this portion of the creek. According to City staff, numerous complaints and infractions have occurred in the past originating within the City’s business park area east of Fairview Avenue. • According to City staff, approximately 1,000 feet of the Old San Jose Creek does not receive runoff because the creek banks are at a higher elevation than the surrounding area, and most of the runoff in the area has been diverted to flow into other nearby creeks. For this reason, photographs and waypoints were not collected in this area. Known runoff inlets were identified and recorded during the survey.

Please contact us at (805) 964-6010 with questions or if you require clarifications.

Attachments • Table A - Creek Data Log • Table B - Areas of Concern • Figure 1 - Creek Survey Data: Creeks, mapped drainages, and waypoints recorded during surveys. • Figure 2 - Drainage System for the Comstock Home Development • Compact Disc (CD) containing approximately 300 photos supporting Creek Data Log. • GPS files containing all waypoints and mapped drainages (located on CD with photos)

A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A

Date 11/16/09 - 11/18/09, 12/02/09, and 12/03/09. Waypoint Garbage Stream Name Photo Number Culvert Inlet Description/Comments Number & Debris Tecolote 7271 Tecolote Creek facing south under bridge. Tecolote 7272 Tecolote Creek facing north under bridge. Tecolote 7273 Tecolote Creek on south side of bridge facing south. Impassible creek section 20 ft south of Bridge. View north at railroad and Highway 101. Oily sheen in water, depth approx. 1.2 ft, minimal vegetation obstructions on this side of Tecolote 7274 x the bridge. Tecolote 7275 View from railroad tracks to north side of Tecolote Creek.

View of drain (bottom mid left corner) on south side of Highway 101. Trees on the north side of Highway 101 indicate where the Winchester Creek 1 7277 northern stretch of the creek is located. South side of Highway 101 looking south. Banks too steep to get closer. Abundant vegetation debris. Culvert to the north Winchester Creek 2 7278, 7279 connects across Highway 101. Photo from Winchester Creek Bridge looking south. Vegetation includes: sycamore, arundo donax, willow, poison oak, etc. On Winchester Creek 3 7280, 7281 south side, poor access due to steep banks and abundant vegetation debris. Winchester Creek 4 Cars parked. View south of box culvert into unincorporated area. Thick algae layer in water. City Inspector stated this culvert had been Winchester Creek 7282 x repaired in fall of 2008. Winchester Creek 7283 x View of box culvert and north side of Winchester Creek. Very little vegetation or debris in creek. Winchester Creek 7284 xx View north of box culvert and drainage inlet that drains nearby road on the left. Winchester Creek 7285 x Box culvert contains internal culvert from Winchester Rd and a down drain outlet that comes directly from the road. Winchester Creek 7286 x Culvert to the east of Winchester Creek. Winchester Creek 6 7287 View north from under bridge. City Inspector stated creek bed was cleaned out in 2008. Winchester Creek 7288 Erosion fencing on west side of creek. Winchester Creek 7 7289, 7290 x Eucalyptus branch debris in creek needing removal. Winchester Creek 8 7291 x Box culvert facing west. Winchester Creek 9 7292 Extent of survey, view of area outside of jurisdiction to the north. Winchester Creek 7293 Confluence of Winchester and Ellwood Creeks.

Ellwood Creek 10 7294 x Culvert from Langlo Road, 2-3 ft diameter Ellwood Creek 11 7295 x Culvert from Langlo Road, 2 ft diameter Pine tree debris in creek, impassible. This point marks the extent the city had the creek cleared in 2008 at approximately the intersection of Langlo Rd. and Wagon Wheel Rd. Ellwood Creek was generally clear, had normal algae cover, very little trash or Ellwood Creek 12 7296 x vegetation debris obstructing flow. The remainder of the creek within the City's jurisdiction is not accessible by road and continues approximately 300 ft to the northeast.

Devereux Drainage 13 7297 x 4 ft x 4 ft box culvert from Hollister Ave. facing south. Devereux Drainage 14 7298 x Dry drainage with banks approximately 1 ft in height. Centerline of drainage impassible north of this point. Northern extent of drainage investigated. View north of small culvert under railroad tracks and beyond that probably drains the Devereux Drainage 15 7299 x Winchester Commons Community. Devereux Drainage 7300 x The culvert under the railroad tracks appears to be approximately 6" in height and 18" long. General characterization of this drainage near Waypoint 15: Banks gradually steepen to a height of 8 ft. Coyote brush shrubs Devereux Drainage 7301 make it impassible. Drainage north of Hollister Avenue looking south. Eucalyptus grow in and near the drainage, minor vegetation debris occurs on Devereux Drainage 7303 the banks, minor trash pile occurs on the west side of the bank 30 ft from Hollister Avenue. Devereux Drainage 7304 x View north of 4 ft x 4 ft box culvert south of Hollister Avenue. Devereux Drainage 7305, 7306 x Vegetation debris obstruction approximately 100 ft from culvert.

1 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A Devereux Drainage 7307 xxCulvert on Sandpiper Golf Course facing south. Creek obstructed by soil and vegetation debris. Devereux Drainage 7308 Southern portion of drainage comes to surface among the trees. View is facing south. Devereux Drainage 7309 x Culvert of southern portion of drainage. Devereux Drainage 7310 x View of creek toward the south. Vegetation debris is abundant. Devereux Drainage 7311 x View of drainage facing west. Vegetation debris is abundant consisting of shrubs and trees. Devereux Drainage 16 7312 x View southwest of drainage corridor. Vegetation debris makes creek impassible. View west of drainage. Dense vegetation around dry creek becomes a large depression covered in grass as part of the golf Devereux Drainage 7313 course. Devereux Drainage 17 7314 View southwest of drainage on golf course. Dense riparian vegetation begins again, centerline of creek is impassible. View is to the southeast. Approximately 650 ft from Devereux Drainage 18 7315 x the waypoint, the creek channelizes more and contains riparian vegetation such as coyote brush. Devereux Drainage 7316 View southeast. Eucalyptus and other shrubs grow near the drainage. Devereux Drainage 7317 Upstream view at point where photo 7316 was taken. Devereux Drainage 7318 x Downstream view, lots of debris from eucalyptus growing on both sides of the bank. Devereux Drainage 19 7319 x View east of heavy eucalyptus debris, the drainage is impassible until this point. View is of centerline of drainage. Devereux Drainage 20 7320 x View of drainage from the Comstock Homes development as it drains into Devereux Creek (unknown creek) at this point. Rip rap in place to slow flow and erosion. 14 " diameter culvert on left drains roads and gutters from the Comstock Homes Devereux Drainage 7321 x development and is located about 80 ft from Devereux Creek. View is to the north. Drainage with eucalyptus on banks. This drainage consists of outflow from the catch pond for Comstock Homes and runoff from Devereux Drainage 7322 x Hollister Avenue located approximately 820 ft north. Devereux Drainage 7323 View east of the Devereux Drainage. It consists of a shallow gully with abundant eucalyptus debris. View South at the end of Coronado Dr. 5' (left) and 14"(right) culverts draining Coronado Rd. into Devereux Creek. The creek is Devereux Drainage 21 7324 x to the right and contains standing water. Devereux Drainage 7325 x View of street side culvert on west side of Coronado Rd. Devereux Drainage 7326 x View of street side culvert on east side of Coronado Rd. Devereux Drainage 7327 North side of Devereux Creek, which is channelized to prevent erosion. Devereux Drainage 22 This point is the furthest point walked along Devereux Creek and represents the end of the City's jurisdiction. Devereux Drainage 7328 Devereux Creek continues on through the Ocean Meadows Gold Course property to the southeast. Devereux Drainage 7329 View upstream of Devereux Creek about 320 ft from end of jurisdiction point. Creek runs parallel to sewer line (left).

Drainage begins at Hollister Ave taking in road runoff between Ellwood School and the Comstock Homes development. Street Comstock Drainage 23 runoff from the Comstock Homes development goes through a catchment pond approx. 320 ft from Hollister Ave and enters the drainage through a culvert. This drainage eventually joins Devereux Creek (see photo 7320). Comstock Drainage 7330 x View north toward Hollister Ave from catchment pond culvert of drainage and coyote brush that covers it. Comstock Drainage 7331 View to the northwest of catchment pond. Comstock Drainage 7332 x View to the southeast of pond outflow through a culvert. This runoff joins the Comstock Homes drainage. Comstock Drainage 7333 x Down drain located outside pond contains "smart sponges" that soak up the oil and eliminate paper and large trash from runoff. Comstock Drainage 24 7334 x View of culvert on southern portion of Comstock Homes drainage north toward Hollister Ave. Comstock Drainage 7335 View south toward end of drainage from Waypoint 24. Comstock Drainage 7336 x Comstock Homes drainage culvert on Hollister Ave. Looking toward the north.

Drainage starts at Brandon St and Hempstead. Incorporates runoff from residential down drain and a culvert in the open space area to the northeast. One of the sources of the culvert is a down drain on San Como and San Fermo. Another pipe leads Brandon Drainage (North) 7337 x toward San Cassino, but its source could not be determined. Brandon drainage was investigated on the north side of Highway 101 (near Timbers Restaurant), but no evidence of a drain was found. Brandon Drainage (North) 7338 Undercutting of cement drainage leading to down drain on Hempstead and Brandon. Brandon Drainage (North) 7339 Undercutting and disrepair of drainage draining down drain on Hempstead and Brandon. Brandon Drainage (North) 7340 Open space area adjacent to cement drainage system.

2 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A Brandon Drainage (North) 7341 View south of drainage toward Highway 101 and adjacent vegetation. Brandon Drainage (North) 7342 x Channelized drainage from church feeding into drainage from the east. There are two of these approximately 150 ft apart. Brandon Drainage (North) 7343 Under drain that leads under Highway 101. Brandon Drainage (North) 7344 x Channelized drain and culvert that drains adjacent road, Calle Real. 2.5' diameter pipe drains the north side of Highway 101 through a culvert. View of hillside where drainage on the south side of Brandon Drainage (South) 7345 x Highway 101 begins. Brandon Drainage (South) 7346 x Same view as photo 7345, culvert is visible on the right. Hillside exhibits excessive erosion. Brandon Drainage (South) 7347 View south of drainage at hillside. Brandon Drainage (South) 7348 x Plastic piping leading to drainage near north end of drainage. Appears to be broken. 130 ft from hillside, the drainage gains approximately 6-8 ft in elevation (i.e., the water level would need to rise to keep flowing). Brandon Drainage (South) 7349 Lower portion of drainage is on the right, and the drainage flows horizontally to the left. Brandon Drainage (South) 7350 x Culvert facing south downstream. This leads across the road into the residential area. Double 3' diameter culvert facing upstream. This drainage is joined by an alternate drainage from a culvert about 35 ft to the Brandon Drainage (South) 25 7351, 7352 x east (photo 7352). Erosion of drainage slopes is evident. Brandon Drainage (South) 7353 x Both drainages flow into a box culvert that goes under Hollister Ave. Drainage that leads to culvert in photo 7352 flows to Highway 101. City Inspector stated it probably drains the area around the Brandon Drainage (South) 26 7354 x railroad tracks south of Highway 101. Culvert contains graffiti but is in good condition. Brandon Drainage (South) 7355 x View of the alternate drainage. Brandon Drainage (South) 7356 x Box culvert and 2.5 ft diameter culvert on south side of Hollister Ave, view north. Brandon Drainage (South) 7357 View of Brandon drainage south. Heavy vegetation. Brandon Drainage (South) 7358 x 5 ft culvert under Santa Barbara Shores Rd. Brandon Drainage (South) 7359 x 5 ft box culvert on the south side of Santa Barbara Shores Rd. View of drainage south from the south end of culvert. A culvert with a dirt channel joins the drainage just before 20 meters from Brandon Drainage (South) 7360 x Newport Rd. Brandon Drainage (South) 7361 x 4 ft x 6 ft box culvert under Newport Rd. Brandon Drainage (South) 7362 x Southern portion of Newport Rd culvert, view to the north. Culvert walls contain undercutting and other evidence of erosion. Brandon Drainage (South) 7363 View south from southern portion of culvert. Banks are 3-5 ft high; erosion is evident. Brandon Drainage (South) 7364 View south of rip rap designed to slow down flow, debris, and erosion. Brandon Drainage (South) 27 7365 x View south of vegetation obstruction. Brandon Drainage (South) 7366 View north of drainage from Waypoint 27. Brandon Drainage (South) 7367 x View of Brandon Drainage (left) joining Devereux Creek (right) along the fault line and sewer line.

Photo of El Encanto Creek (bridge signage says Devereux Creek) as it passes under Phelps Rd. near the City's southern El Encanto Creek (South) 7368 jurisdictional border. El Encanto Creek at the railroad tracks. View is of heavy vegetation debris to the south in the creek channel. The channel is not El Encanto Creek (South) 28 7369 xx cement channelized from this point south until the culvert that leads under Hollister Ave. El Encanto Creek (South) 7370 x View toward the north of culvert from Highway 101. Culvert is located at the bottom of the rocky area. El Encanto Creek (South) 7371 x Substantial vegetation debris and standing water in El Encanto Creek just north of Hollister Ave. El Encanto Creek (South) 7372 x View toward the north from top of the north side of the 4 ft x 6 ft Hollister Ave culvert. El Encanto Creek (South) 7373 x 8 ft x12 ft culvert on the south side of Hollister Ave. El Encanto Creek (South) 7374 x 8 ft x12 ft culvert (left) and 4 ft diameter culvert where City has conducted ecoli tests in the past. El Encanto Creek (South) 7375 x Minor vegetation debris about 165 ft from Phelps Rd. and 2.5 ft culvert to the east. El Encanto Creek (South) 7376 x Box culvert at Phelps Rd. South side of Phelps Rd. vegetation debris blocked further passage through channel. City's jurisdiction ends approximately 650 El Encanto Creek (South) 29 7377 x ft south. El Encanto Creek (South) 7378 View north at southernmost point. El Encanto Creek (North) 30 xxCulvert under Cathedral Oaks Rd. measuring 8 ft x12 ft. Large amounts of vegetation debris making it impassible. El Encanto Creek (North) 7379 x North side of Cathedral Oaks culvert. View to the south. El Encanto Creek (North) 7380 North side of Cathedral Oaks culvert. View to the north from top of bridge.

3 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A El Encanto Creek (North) 7381 x South side of Cathedral Oaks culvert. Large amount of riparian vegetation making it impassible. El Encanto Creek (North) 7382 x Same view as photo 7381 from further back. Drainage leads to Evergreen Park along Evergreen Dr. A 1 ft deep cement channelized tributary to El Encanto Creek was not in El Encanto Creek (North) the City's GIS files. It is labeled "Devereux Tributary" in Figure 1, and ends at the confluence with El Encanto Creek. City of Goleta Inspector stated that the city receives numerous complaints of foul smells coming from effluent coming from this El Encanto Creek (North) 31 7383 manhole that runs into mapped tributary. El Encanto Creek (North) 7384 x View west of a culvert entering the Devereux Tributary. Culvert likely drains runoff from surrounding residential area. El Encanto Creek (North) 7385 x View north of culvert draining Evergreen Dr and Brandon Dr at the beginning of Devereux Tributary. El Encanto Creek (North) 7386 View west of El Encanto Creek as it approaches the confluence with the mapped Devereux Tributary. El Encanto Creek (North) 7387 x El Encanto Creek passes under a residential bike path via a 12 ft long culvert that runs northwest to southeast. El Encanto Creek (North) 7388 View northwest of Devereux Tributary about 650 ft west of the confluence point. Creek contains standing/flowing water. View northwest of Devereux Tributary about 800 ft west of the confluence point. Eucalyptus debris is abundant, but creek flow El Encanto Creek (North) 7389 x can pass easily. Devereux Tributary is channelized with cement until it reaches the edge of Evergreen Park and passes under a bridge. View El Encanto Creek (North) 7390 southeast of the drainage as it passes from Evergreen Park into the Eucalyptus open space. View of downstream culvert outlet at confluence point. Culvert passes under bike path from Alpine Drive. Culvert has an apron El Encanto Creek (North) 7391 xx to prevent overtopping. Culvert has a 3 ft diameter. Abundant vegetation debris. El Encanto Creek (North) 7392 x View of upstream culvert at confluence point. Culvert passes under bike path from Alpine Drive. View south about 70 ft from the bike path. Vegetation debris including reeds that fill the drainage. There is approximately 4 El Encanto Creek (North) 7393 x inches of standing water/flow. El Encanto Creek (North) 32 7394 xxView south of a culvert that is mostly obstructed by soil and vegetation that drains into the creek. El Encanto Creek (North) 7395 x View of culvert at Waypoint 32 further south up the slope. Significant soil erosion is evident. El Encanto Creek (North) 33 7396 x Drainage passes into 4 ft culvert and passes through an extensive residential area. Culvert is 20 ft beyond waypoint. The El Encanto drainage re-emerges on an easement near South Tuoluome Dr. owned by SoCal Edision. This part of the creek El Encanto Creek (North) runs until it enters a culvert and runs under Calle Real. El Encanto Creek (North) 7397 xxView south from culvert and bridge. A fence running across the creek is broken. There are cinder blocks in the drainage. View north of culvert. 12 ft x 5 ft culvert likely runs underneath residential area from Waypoint 33 and receives runoff from these El Encanto Creek (North) 7398 x areas through down drains. Culvert apron in poor condition. Culvert at Calle Real view north of abundant overgrowth of vegetation including castor bean, reeds, mulefat, and sycamore El Encanto Creek (North) 7399 x making the creek centerline impassible. Evidence of undercutting and other damage to erosion control walls. El Encanto Creek (North) 7400, 7401 x 7 ft diameter culvert contains an apron with undercutting.

Glen Annie Creek View south from Glen Annie Golf Course bridge. City Inspector stated the City has jurisdiction over creeks on the property. 35 7402 (Tecolotito Creek) Creek was cleared of debris in 2008 up to this point. Glen Annie Creek 36 7403 x Tree obstruction within creek bed. (Tecolotito Creek) Glen Annie Creek 37 7404 x Trash and sediment debris obstructing flow. View south. (Tecolotito Creek) Glen Annie Creek Soil and vegetation buildup near culvert at Cathedral Oaks Rd. View downstream, in the photo the drainage makes up the area 7405 x (Tecolotito Creek) from the far left where trees are visible to the vines on the bank on the right. Glen Annie Creek View downstream toward Cathedral Oaks Rd. System of columns make up a large debris catchment, culvert located beyond 7406 (Tecolotito Creek) column structures. Glen Annie Creek 7407 x Vegetation and soil debris about 30 ft north of the Cathedral Oaks culvert. (Tecolotito Creek) Glen Annie Creek 7408 x Large box culvert - view north. (Tecolotito Creek) Glen Annie Creek 7409 x 250 ft south of Cathedral Oaks culvert. Debris including a tire and scrap metal. (Tecolotito Creek)

4 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A Glen Annie Creek 38 7410 x Minor debris in creek including a shopping cart (not in photo). (Tecolotito Creek) Glen Annie Creek Tree obstruction preventing further exploration south of creek via centerline. Remainder of creek was surveyed from the eastern 39 7411, 7412 x (Tecolotito Creek) bank. Glen Annie Creek Culvert at Calle Real viewing north. Some flow is evident. Small culvert on the right may drain open space area adjacent to 7413 x (Tecolotito Creek) creek and street runoff. Glen Annie Creek 7414 x View of area surveyed on Glen Annie Creek to the north. (Tecolotito Creek) Glen Annie Creek 40 x Glen Annie creek continues under Calle Real via culvert and moves into a cement channel on the north side of Highway 101. (Tecolotito Creek) Glen Annie Creek Photo taken from Storke Rd. on the northbound Highway 101 on-ramp. View west of drainage as it flows out of a culvert that 41 7415 x (Tecolotito Creek) began at Calle Real. Glen Annie Creek 7416 View east of Glen Annie (Tecolotito) Creek which continues to flow along the north side of Highway 101. (Tecolotito Creek) Glen Annie Creek 42 7417 View north of culvert that allows Glen Annie Creek to pass under Highway 101 and the railroad tracks. (Tecolotito Creek) Glen Annie Creek 7417.5 View north of Google map image of Glen Annie Creek as it passes under Highway 101 (Tecolotito Creek) Glen Annie Creek Drainage passes through a culvert to the southeast and enters a natural channel that runs west to east in between the business 7418 (Tecolotito Creek) park and open space area. Glen Annie Creek 7419 View east of creek. Remains clear of debris since it was cleared in 2008. (Tecolotito Creek) Glen Annie Creek 7420 Glen Annie Creek between Highway 101 culvert and Los Carneros Rd. (Tecolotito Creek) Glen Annie Creek 7423 View east of Tecolotito Creek (Tecolotito Creek) Glen Annie Creek 43 x Vagrants were present within the culvert. (Tecolotito Creek) Glen Annie Creek View of culvert to the north draining the area south of the railroad tracks. Trash and other debris from open space area near 44 7424 x (Tecolotito Creek) Highway 101 has collected on the upstream side of the metal grate. Glen Annie Creek 7426, 7427 Glen Annie Creek under Los Carneros Rd bridge. (Tecolotito Creek) Glen Annie Creek 7428 x Tree obstruction about 300 ft downstream of Los Carneros bridge (Tecolotito Creek) Glen Annie Creek Creek underpass at Hollister Ave containing two parts. View of western underpass - mostly blocked by heavy vegetation and 7429 x (Tecolotito Creek) sediment. Glen Annie Creek 7430 x Eastern portion of creek underpass at Hollister Ave - mostly clear of debris. (Tecolotito Creek) Glen Annie Creek 7431 View to the south of Glen Annie Creek as it enters Santa Barbara Airport and City of Santa Barbara jurisdiction. (Tecolotito Creek)

Carneros Creek 45 7432 View north of Carneros Creek at bridge that crosses Cathedral Oaks Dr. Carneros Creek 7433 View north of Carneros Creek from the creek bank at Cathedral Oaks Dr. Carneros Creek 7434 View south of creek on the south side of the bridge. Carneros Creek 7435 Rock and cement placed in channel and on the banks for erosion control. Carneros Creek 46 7436 x Eucalyptus tree obstruction. Carneros Creek 47 7437 x Vegetation such as castor bean, tobacco, blackberry, and mint was observed. Vegetation obstruction. Carneros Creek 7439 Area of creek near bank with a cloudy/murky spot. Possible illicit discharge. Carneros Creek 48 7441 Rip rap, rock, and metal columns to control debris flows. Carneros Creek 7442 Box culvert and 2.5' diameter culvert on south side of Hollister, view north.

5 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A Carneros Creek 7443 View of creek downstream on the south side of the Highway 101 culvert. Carneros Creek passing under the railroad tracks. Minor vegetation and wood-based debris. Creek becomes a cement channel Carneros Creek 7444 x approximately 25 ft wide and 8 ft high. View upstream of creek passing through the Hollister Avenue culvert. City of Goleta's jurisdiction of the creek ends at the Carneros Creek 7445 x airport. Carneros Creek 7446 View of creek downstream on airport property

View north of culvert at Goleta train station. Culvert probably drains the open space in between the railroad tracks and Highway Robin Hill Drainage 7447 x 101 as well as the parking lots on Robin Hill Road. Drainage runs through a culvert and under the intersection of Robin Hill Rd. and Lindmart Rd. View downstream south. Culvert Robin Hill Drainage 7448 x on right provides drainage from street runoff. Robin Hill Drainage 7449 x View north upstream of outflow of drainage from culvert. Culvert is approximately 400 ft long. View south of cement channelized drainage. Abundant sedimentation and vegetation growth on deposited sediment Robin Hill Drainage 7450 x approximately 4 to 8 inches deep.

San Jose Creek 49 7474 Starting point of San Jose Creek Walk; view upstream of San Jose Creek from Waypoint 49. San Jose Creek 7475 View downstream of San Jose Creek. San Jose Creek 7476 View downstream of erosion control fencing and rock. San Jose Creek 50 7477 x Tree obstruction about 30 ft upstream from waypoint location San Jose Creek 7479 Culvert from the west draining Berkeley Rd. Drains under pedestrian bridge. San Jose Creek 7480 x Small clusters of oily sheen found on edge of creek. San Jose Creek 51 7481 x 6 ft culvert drains residential area from the east. Contained no flow; rip rap and rock situated in flow path to control erosion. San Jose Creek 52 7482 x Vegetation obstruction about 60 ft upstream from waypoint. San Jose Creek 53 7483 x Vegetation, soil, and tree obstruction. San Jose Creek 7484 x 18-inch culvert drains from Sommerset Dr. to the west Two large down trees in the vicinity; however, they span the creek and do not obstruct flow. One is pictured; beyond is erosion San Jose Creek 7485 x fencing. San Jose Creek 7486 x Oily sheen observed in creek (silver reflective material in photo) San Jose Creek 7487 Rocks supporting erosion fencing are missing. Cliff failure likely to cause sedimentation downstream. San Jose Creek 7488 x Tree obstruction - view south. San Jose Creek 7489 Failing erosion fencing, view downstream. San Jose Creek 7490 Failing erosion fencing, about 160 ft upstream from culvert that passes under Calle Real. San Jose Creek 54 7491 x 2 ft culvert drains property to the west of the creek. San Jose Creek 7492 2 ft culvert draining Calle Real to the east. Some undercutting on the northeastern Calle Real bridge columns. San Jose Creek 7493 x Sediment and reed debris in channel located in between north and southbound Calle Real bridges. San Jose Creek 7494 x 2.5 ft culvert draining eastern residential area. San Jose Creek 55 7495 6 to 8 spray paint cans in creek adjacent to industrial area just south of Calle Real and Highway 101. San Jose Creek 56 7496 x 1 ft metal culvert in need of repair adjacent to a down tree obstruction. San Jose Creek 7497 x 1 ft plastic culvert in bank. 14-inch plastic and metal culvert draining from the west. Effluent coming from drain is gray and appears to contain sediment or San Jose Creek 7498 x other discharge. Cement plant is directly adjacent. San Jose Creek 7499 1 ft culvert draining from the east. San Jose Creek 57 7500 Eroded fencing on east side of creek. San Jose Creek 7501 x Cement on western bank with undercutting. Possibly debris from adjacent cement plant. San Jose Creek 7502 Cement with undercutting. San Jose Creek 7503 x Creek narrows in this region. There is intermittent vegetation debris upstream of Hollister Ave Bridge. San Jose Creek 58 7504 Creek becomes cement channelized after crossing Hollister Ave. San Jose Creek 7505 x View east of 3 ft culvert just south of Hollister Ave bridge. Flow is nearly continuous and its source is unknown. San Jose Creek 7506 x 14 inch culvert drains from the east of creek.

6 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A San Jose Creek 7507 View of San Jose Creek channel south. San Jose Creek 59 7508 x Culvert with metal hatch that acts as a valve and will not allow backflow into street to the west. San Jose Creek 7509 x Culvert from the west drains curb side runoff from Kellogg Avenue. San Jose Creek 60 7510 x 2.5 ft culvert drains Ekwill and Highway 217 to the east. San Jose Creek 7511 x Culvert with metal hatch that acts as a valve and will not allow backflow into street to the west. San Jose Creek 61 7512 x Newly repaired 1ft culvert draining Thornwood Dr. to the west. San Jose Creek 62 7513 End point of San Jose Creek walk and end of cement channelization of the creek. San Jose Creek 7514 View east at Waypoint 62. A 2.5 ft culvert drains Highway 217 to the east.

View of Maria Ignacio Creek north at northern boundary of City's jurisdiction under railroad and Highway 101 bridges. Trash Maria Ignacio Creek 7515 present in creek. Maria Ignacio Creek 7516 Pooled water just south of railroad bridge. Trash present in ponded water within creek. Maria Ignacio Creek 7517 View south of dry creek bed and bike path (left) encompassing the start of City's jurisdiction. Maria Ignacio Creek 7518 x 18 inch culvert on east bank drains residential neighborhoods. 3 ft culvert drains southeast residential area located about 300 ft downstream of railroad bridge. Vegetation debris may have Maria Ignacio Creek 7519 x contributed to erosion and fence failure. Maria Ignacio Creek 7520 x 1 ft culvert draining residential area to the west. Trash, cans, and metal debris present in creek bed. Maria Ignacio Creek 7521 x Two 14 inch culverts (only one is showed) under green bridge drains businesses to the west. Maria Ignacio Creek 7522 x 6 inch pipe from residence on east side of creek. Erosion fence on west side of creek . Fence is undercut, contains no supporting rock, and the sandy substrate has eroded away Maria Ignacio Creek 7523 at the bottom. Maria Ignacio Creek 7524 x Down tree within creek bed. Maria Ignacio Creek 7525 Broken erosion control fencing adjacent to creek bed. Maria Ignacio Creek 7526 View west of undercut erosion control fencing with no rock support. Maria Ignacio Creek 63 7527 View east of undercut erosion control fencing. Maria Ignacio Creek 64 7528 View east of undercut erosion control fencing with no rock support. A deep depression where water pools is directly adjacent. Maria Ignacio Creek 7529 x 6 inch pipe draining a residence on east side of creek. Evidence of large recent flow. Maria Ignacio Creek 7530 x Two 3 ft culverts east and west of creek drain Hollister Ave runoff. (Photo of eastern culvert) Maria Ignacio Creek 7531 x Culvert under Hollister Ave bike path. 3 ft x 3 ft box culvert. Maria Ignacio Creek 65 7532 x 14 inch Hollister Ave culvert draining the west part of the creek. Maria Ignacio Creek 66 7533 x 2 ft culvert drains hospital parking lot and local businesses to the west. Maria Ignacio Creek 67 7534 View downstream at endpoint of Maria Ignacio Creek walk. Maria Ignacio Creek 7535 View upstream at endpoint of Maria Ignacio Creek walk. Maria Ignacio Creek 68 7536 x View west of culvert that drains Jordano's property about 165 ft downstream of Waypoint 67. Maria Ignacio Creek 69 7537 Down drain in back corner of Jordano's parking lot. Likely the last down drain into the creek in the City's jurisdiction.

Las Vegas Creek 70 7539 Start point of Las Vegas Creek walk adjacent to La Goleta Rd., view upstream. Las Vegas Creek 71 7540 2 ft culvert draining large residence to the north and agricultural land. 7541, 7542 (deleted), Las Vegas Creek x Three different debris blockages occur about 30 ft downstream from Waypoint 71. 7543 Las Vegas Creek 72 7544 x 1 ft culvert from large residence in County jurisdiction. Bridge above is part of residence driveway. Las Vegas Creek 73 7545 x 3 ft pipe draining agricultural areas to the north. Las Vegas Creek 7546 x Large box culvert approximately 15 ft x 10 ft under La Goleta Rd. Algae is abundant. Box culvert under Cathedral Oaks with iron columns to trap debris. View downstream. 1 ft culvert coming from east side of box Las Vegas Creek 7547 x culvert apron to drain street flow. Las Vegas Creek 7548 Picture deleted. Las Vegas Creek 7549 x 14 inch culvert drains Goleta Valley Junior High School to the west. Las Vegas Creek 75 7550 Upstream view, creek becomes a cement channel at Cathedral Oaks Rd. approximately 20 ft wide and 6 ft deep. Las Vegas Creek 7551 x Double culvert at Stow Canyon Rd.

7 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A Las Vegas Creek 7552 x Sediment and vegetation blockage just south of the Stow Canyon culvert. Las Vegas Creek 7553 10 inch culvert to west draining research area. Creek narrows due to excessive silt and sediment. Las Vegas Creek 7554 x 2 ft culvert drains residential area to the east. Las Vegas Creek 76 7555 1 ft culvert drains residential area to the west. Las Vegas Creek 7556 Culvert under Shirrell bridge approximately 25 ft wide and 5 ft in height. Las Vegas Creek 7557 x Double 14 inch culverts facing east draining the Fairview Shopping Center. Culverts are half way silted in. Las Vegas Creek 7558 x 1 ft culvert halfway silted in, drains Fairview Shopping Center parking lot. Located about 80 ft north of culvert under Calle Real. View south of box culvert under the Highway 101, open area, and another culvert under the southbound off ramp at Fairview Las Vegas Creek 7560 x Ave. Las Vegas Creek 7561 x View north of box culvert draining Fairview area. Las Vegas Creek 7562 x View north of box culvert adjacent to culvert in Photo 7561 Las Vegas Creek 7563 x View northwest of 2 ft round culvert halfway blocked by sediment. Las Vegas Creek (south of 94 7589 View north at northern-most point of creek on the south side of Highway 101. The culvert under Highway 101 is visible. Highway 101)

San Pedro Creek (north of 77 7564 x View west of two 3 ft diameter culverts draining agricultural land. Highway 101) San Pedro Creek (north of 7565 x View east of a 3 ft diameter culvert. Highway 101) San Pedro Creek (north of 7566 x View south of 2 ft culvert under Cathedral Oaks Rd. Highway 101) San Pedro Creek (north of 7567 x View east of 6 ft culvert that drains the residential area southeast of Cathedral Oaks. No flow. Highway 101) San Pedro Creek (north of 7568 x Bridge and culvert crossing Stow Canyon Rd. Highway 101) San Pedro Creek (north of 78 7569 x 4 ft culvert draining residential area to the east. A small amount of erosion is visible between fencing and the bank. Highway 101) San Pedro Creek (north of 7570 x 2 ft culvert draining residential area to the west. Very small flow. Highway 101) San Pedro Creek (north of 79 7571 x 2 ft diameter culvert and bridge with rip rap at Covington Way. Highway 101) San Pedro Creek (north of 80 7572 x 3 ft culvert draining residence covered in ivy to the east. Highway 101) San Pedro Creek (north of 81 7573 x 2.5 ft culvert draining the residential area to the west, about 30 ft north of the beginning of the cement channelization. Highway 101) San Pedro Creek (north of 82 Cement channelization. Highway 101) San Pedro Creek (north of 83 7574 x 2 ft culvert draining the residential area to the west. Highway 101) San Pedro Creek (north of 84 7575 x 2 ft culvert draining the residential area to the west. Highway 101) San Pedro Creek (north of 7576 x Box culvert and bridge over Calle Real. Highway 101) San Pedro Creek (south of Location is south of Hollister Ave adjacent to airport property and Fairview Ave. 1 ft culvert drains area east of Fairview Ave 85 7577 x Highway 101) including the business park as well as the 3 cul de sacs that extend off Fairview Ave: Olney St, Daley St. and Mathews St. San Pedro Creek (south of 7578 x 1 ft culvert that drains the east side of Fairview Ave at the Verhelle Rd. Bridge. Highway 101)

8 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY DATA LOG NOVEMBER - DECEMBER 2009 TABLE A San Pedro Creek (south of 86 7579 x 1 ft culvert that drains the east side of Fairview Ave including down drains in the business park. Highway 101) San Pedro Creek (south of 87 7580 x 1 ft culvert draining gutters and curbs on the east side of Fairview Ave. Highway 101) San Pedro Creek (south of 7581 x New culvert draining parking lot of new corporate building on Fairview Ave. Located at waypoint 87. Highway 101) San Pedro Creek (south of Three 14 inch culverts draining to the east. Little is known about their specific source other than they drain the Goleta business 88 7582 x Highway 101) park area. San Pedro Creek (south of 7583 x New 14 inch culvert draining parking lot of new corporate building on Fairview Ave. Highway 101) San Pedro Creek (south of 89 7584 x 3 ft culvert (left) drains down drains in the business park and a 14 inch culvert drains (right) Fairview Ave. Highway 101) San Pedro Creek (south of 90 7585 x 2.5 ft culvert drains Fairview Ave and Hollister Ave. Highway 101) San Pedro Creek (south of 91 7586 x 3 ft culvert. Algae and white residue on nearby sediment is present. Highway 101) San Pedro Creek (south of 92 7587 x 2 ft culvert drains the Hayward Lumberyard to the west on Perez Rd. Some vegetation and debris obstructing the culvert. Highway 101) San Pedro Creek (south of 93 7588 x End point of City of Goleta's jurisdiction. View north of bridge over railroad tracks. Highway 101)

Approximately half of the adjacent Nissan dealership parking lot drains into Old San Jose Creek at this point. This shows the Old San Jose Creek 95 7591 x culvert almost completely silted in. The culvert passes under a bridge to an adjacent residential area. The standing water does not flow beyond 10 feet downstream of the culvert. Old San Jose Creek 7592 View west of bridge crossing over Old San Jose Creek. Banks and centerline contain moderately dense vegetation. Old San Jose Creek 7593 View upstream 15 feet downstream from bridge in Photo 7592. Old San Jose Creek 7594 View downstream from Waypoint 95 View north from bridge crossing of Old San Jose Creek. Housing area contains sidewalks that drain into swales that lead to Old San Jose Creek 7595 culverts that then enter the creek. Old San Jose Creek 7596 x Cement channel extending west where Technology Dr. becomes School Bus Lane. Location is the same as Photo 7596. Channel extends east draining roads and adjacent businesses. City Inspector stated these Old San Jose Creek 96 7597 x channels do not get a lot of flow due to the elevation of the creek banks. View west of the cement channel reaching the Old San Jose Creek bank. The creek banks are typically at a higher elevation Old San Jose Creek 7598 x than the surrounding area thus the creek does not receive much runoff. Most of the surrounding business area has runoff that flows to San Jose Creek. Old San Jose Creek 97 7599 Old San Jose Creek bank and channel at same point as Photo 7598. Old San Jose Creek 98 7600 x 14 inch culvert that drains the ATK parking lot on the south side of the creek. Old San Jose Creek 7601 Old San Jose Creek continues under Pine Ave. View downstream on west side of Pine Ave.

9 of 9 A-IDDE-1: CITY OF GOLETA CREEK SURVEY INDENTIFIED AREAS OF CONCERN NOVEMBER - DECEMBER 2009 TABLE B

Category of Concern Waypoint Photo Possible Erosion/ Vegetation/ Stream Name Number Number Illicit Garbage Property Sediment Other Description/Comments Discharge Damage Obstruction Tecolote 7273 x Tecolote Creek on south side of bridge facing south. Impassible creek section 20 ft south of Bridge. Winchester Creek 2 7278, 7279 x South side of Highway 101 looking south. Banks too steep to get closer. Abundant vegetation debris. Culvert to the north connects across Highway 101. Winchester Creek 7 7289, 7290 x Eucalyptus branch debris in creek needing removal. Pine tree debris in creek, impassible. This point marks the extent the city had the creek cleared in 2008 at approximately the intersection of Langlo Rd. and Ellwood Creek 12 7296 x Wagon Wheel Rd. Ellwood Creek was generally clear, had normal algae cover, very little trash or vegetation debris obstructing flow. The remainder of the creek within the City's jurisdiction is not accessible by road and continues approximately 300 ft to the northeast. Devereux Drainage 7300 xxThe culvert under the railroad tracks appears to be approximately 6" in height and 18" long. Drainage north of Hollister Avenue looking south. Eucalyptus grow in and near the drainage, minor vegetation debris occurs on the banks, minor trash pile Devereux Drainage 7303 x occurs on the west side of the bank 30 ft from Hollister Avenue. Devereux Drainage 7305, 7306 x Vegetation debris obstruction approximately 100 ft from culvert. Devereux Drainage 7307 x Culvert on Sandpiper Golf Course facing south. Creek obstructed by soil and vegetation debris. 7308-7312, View of creekbed filled with vegetation. Vegetation debris is abundant. Recommend removal of vegetation along this stretch of the creek (near Waypoint 16 Devereux Drainage 16 x 7315 and 18) on Sandpiper Golf Course property. Devereux Drainage 7318 x Downstream view, lots of debris from eucalyptus growing on both sides of the bank. Devereux Drainage 19 7319 x View east of heavy eucalyptus debris, the drainage is impassible until this point. View is of centerline of drainage. Brandon Drainage (North) 7338, 7339 x Undercutting of cement drainage leading to down drain on Hempstead and Brandon. 2.5 FT diameter pipe drains the north side of Highway 101 through a culvert. View of hillside where drainage on the south side of Highway 101 begins. Brandon Drainage (South) 7346 x Culvert is visible on the right. Hillside exhibits excessive erosion. Brandon Drainage (South) 7348 x Plastic piping leading to drainage near north end of drainage. Appears to be broken. Double 3' diameter culvert facing upstream. This drainage is joined by an alternate drainage from a culvert about 35 ft to the east (photo 7352). Erosion of Brandon Drainage (South) 25 7351, 7352 x drainage slopes is evident. Brandon Drainage (South) 7362 x Southern portion of Newport Rd culvert, view to the north. Culvert walls contain undercutting and other evidence of erosion. Brandon Drainage (South) 7363 x View south from southern portion of culvert. Banks are 3-5 ft high; erosion is evident. Brandon Drainage (South) 27 7365 x View south of vegetation obstruction. El Encanto Creek at the railroad tracks. View is of heavy vegetation debris to the south in the creek channel. The channel is not cement channelized from El Encanto Creek (South) 28 7369 xx this point south until the culvert that leads under Hollister Ave. El Encanto Creek (South) 7371 x Substantial vegetation debris and standing water in El Encanto Creek just north of Hollister Ave. El Encanto Creek (South) 29 7377 x South side of Phelps Rd. vegetation debris blocked further passage through channel. City's jurisdiction ends approximately 650 ft south. El Encanto Creek (North) 30 7380 x Large amounts of vegetation debris making it impassible. North and south side of Cathedral Oaks culvert. View to the north from above on bridge. City of Goleta Inspector stated that the City receives numerous complaints of foul smells coming from effluent coming from this manhole that runs into El Encanto Creek (North) 31 7383 x mapped tributary. View of downstream culvert outlet at confluence point. Culvert passes under bike path from Alpine Drive. Culvert has an apron to prevent overtopping. El Encanto Creek (North) 7391 x Culvert has a 3 ft diameter. Abundant vegetation debris. El Encanto Creek (North) 32 7394 x View south of a culvert that is mostly obstructed by soil and vegetation that drains into the creek. El Encanto Creek (North) 7395 x View of culvert at Waypoint 32 further south up the slope. Significant soil erosion is evident. El Encanto Creek (North) 7397 x View south from culvert and bridge. A fence running across the creek is broken. There are cinder blocks in the drainage. Culvert at Calle Real view north of abundant overgrowth of vegetation including castor bean, reeds, mulefat, and sycamore making the creek centerline El Encanto Creek (North) 7399 x impassible. Evidence of undercutting and other damage to erosion control walls. El Encanto Creek (North) 7400, 7401 x 7 ft diameter culvert contains an apron with undercutting. Glen Annie Creek 36 7403 x Tree obstruction within creek bed. (Tecolotito Creek) Glen Annie Creek 37 7404 xxTrash and sediment debris obstructing flow. View south. (Tecolotito Creek) Glen Annie Creek Soil and vegetation buildup near culvert at Cathedral Oaks Rd. View downstream, in the photo the drainage makes up the area from the far left where trees 7405 x (Tecolotito Creek) are visible to the vines on the bank on the right. Glen Annie Creek 7407 x Vegetation and soil debris about 30 ft north of the Cathedral Oaks culvert. (Tecolotito Creek) Glen Annie Creek 7409 x 250 ft south of Cathedral Oaks culvert. Debris including a tire and scrap metal. (Tecolotito Creek) Glen Annie Creek 38 7410 xxMinor debris in creek including a shopping cart (not in photo). (Tecolotito Creek) Glen Annie Creek 39 7411, 7412 x Tree obstruction preventing further exploration south of creek via centerline. Remainder of creek was surveyed from the eastern bank. (Tecolotito Creek) Glen Annie Creek 43 NA x Vagrants were present within the culvert. (Tecolotito Creek)

1 of 2 A-IDDE-1: CITY OF GOLETA CREEK SURVEY INDENTIFIED AREAS OF CONCERN NOVEMBER - DECEMBER 2009 TABLE B

Glen Annie Creek View of culvert to the north draining the area south of the railroad tracks. Trash and other debris from open space area near Highway 101 has collected on 44 7424 x (Tecolotito Creek) the upstream side of the metal grate. Glen Annie Creek 7428 x Tree obstruction about 300 ft downstream of Los Carneros bridge (Tecolotito Creek) Glen Annie Creek 7429 xxCreek underpass at Hollister Ave containing two parts. View of western underpass - mostly blocked by heavy vegetation and sediment. (Tecolotito Creek) Carneros Creek 46 7436 x Eucalyptus tree obstruction. Carneros Creek 47 7437 x Vegetation such as castor bean, tobacco, blackberry, and mint was observed. Vegetation obstruction. Carneros Creek 7439 x Area of creek near bank with a cloudy/murky spot. Possible illicit discharge. Robin Hill Drainage 7450 x View south of cement channelized drainage. Abundant sedimentation and vegetation growth on deposited sediment approximately 4 to 8 inches deep. San Jose Creek 7476 x View downstream of erosion control fencing and rock. San Jose Creek 50 7477 x Tree obstruction about 30 ft upstream from waypoint location San Jose Creek 7480 x Small clusters of oily sheen found on edge of creek. San Jose Creek 52 7482 x Vegetation obstruction about 60 ft upstream from waypoint. San Jose Creek 53 7483 x Vegetation, soil, and tree obstruction. San Jose Creek 7485 x Two large down trees in the vicinity; however, they span the creek and do not obstruct flow. One is pictured; beyond is erosion fencing in need of repair. San Jose Creek 7486 x Oily sheen observed in creek (silver reflective material in photo) San Jose Creek 7487 x Rocks supporting erosion fencing are missing. Cliff failure likely to cause sedimentation downstream. San Jose Creek 7488 x Tree obstruction - view south. San Jose Creek 7489 x Failing erosion fencing, view downstream. San Jose Creek 7490 x Failing erosion fencing, about 160 ft upstream from culvert that passes under Calle Real. San Jose Creek 7493 x Sediment and reed debris in channel located in between north and southbound Calle Real bridges. San Jose Creek 55 7495 x 6 to 8 spray paint cans in creek adjacent to industrial area just south of Calle Real and Highway 101. San Jose Creek 56 7496 x 1 ft metal culvert in need of repair adjacent to a down tree obstruction. between 56 14-inch plastic and metal culvert draining from the west. Effluent coming from drain is gray and appears to contain sediment or other discharge. Cement San Jose Creek 7498 x and 57 plant is directly adjacent. San Jose Creek 57 7500 x Eroded fencing on east side of creek. San Jose Creek 7501 x Cement on western bank with undercutting. Possibly debris from adjacent cement plant. San Jose Creek 7503 x Creek narrows in this region. There is intermittent vegetation debris upstream of Hollister Ave Bridge. Maria Ignacio Creek 7516 Pooled water just south of railroad bridge. Trash present in ponded water within creek. 3 ft culvert drains southeast residential area located about 300 ft downstream of railroad bridge. Vegetation debris may have contributed to erosion and Maria Ignacio Creek 7519 x fence failure. Maria Ignacio Creek 7520 x 1 ft culvert draining residential area to the west. Trash, cans, and metal debris present in creek bed. Maria Ignacio Creek 7524 x Down tree within creek bed. Maria Ignacio Creek 63 7527 x View east of undercut erosion control fencing. Maria Ignacio Creek 64 7528 x View east of undercut erosion control fencing with no rock support. A deep depression where water pools is directly adjacent. Maria Ignacio Creek 7531 x Culvert under Hollister Ave bike path. 3 ft x 3 ft box culvert. 7541, 7542 Las Vegas Creek (deleted), x Three different debris blockages occur about 30 ft downstream from Waypoint 71 7543 Las Vegas Creek 7552 x Sediment and vegetation blockage just south of the Stow Canyon culvert. Las Vegas Creek 7557 x Double 14 inch culverts facing east draining the Fairview Shopping Center. Culverts are half way silted in. Las Vegas Creek 7558 x 1 ft culvert halfway silted in, drains Fairview Shopping Center parking lot. Located about 80 ft north of culvert under Calle Real. Las Vegas Creek 7563 x View northwest of 2 ft round culvert halfway blocked by sediment. San Pedro Creek (south of 86 7579 x 1 ft culvert that drains the east side of Fairview Ave including down drains in the business park. Highway 101) San Pedro Creek (south of 91 7586 x 3 ft culvert. Algae and white residue on nearby sediment is present. Highway 101) San Pedro Creek (south of 92 7587 x 2 ft culvert drains the Hayward Lumberyard to the west on Perez Rd. Some vegetation and debris obstructing the culvert. Highway 101)

2 of 2 70 73 72 71

Carneros Creek 77 75

Winchester Canyon Creek Glen Annie Creek (Tecolotito) Creek Annie Glen 76 El Encanto Creek Encanto El 78 50

Ellwood Canyon Creek 79 San Jose Creek 45 VegasLas Creek 80 51

TecoloteCreek 35 81 53 52 36 46 82 9 30 37

8 12 Creek Pedro San 10 11 47 83 54 7 48 84 55 6 38 4 56 94 31 57 39 93 Devereux Tributary 92 32 33 40 63 41 34 42 58 64 Brandon Drain 91 43 Bell Canyon Creek 90 65 2 1 89 95 66 44 Maria Ignacio Creek 3 15 88

26 28 Drainage Hill Robin 14 98 59 87 13 25 Old San Jose Creek 86 67 Comstock Drainage (North) 60 68 85 16 69

17 23 97 96 61 18 24 Comstock Drainage (South) 62 29 19 20 27 21 Devereux Creek 22 Atascadero Creek

Legend Waypoints

Additional drainages mapped during 2009 survey

Goleta Creeks Figure 1. Creek Survey Data City of Goleta Jurisdictional Boundary

1 inch = 2,250 feet City of Goleta 01,125 2,250 4,500 Stormwater Management Plan Support URS Project # 28907131.09000 Feet Date: 12/16/09 T:\City of Goleta\deliverables\Hydro of Goleta\deliverables\Hydro Modification T:\City Report\Fig1_Creek_Survey_Data.mxd Support\Hydro

Optical Brightener Monitoring in Goleta Streams A summary of monitoring results from August 2009 – November 2009

Ben Pitterle Forest McGinnis‐Carter

Santa Barbara Channelkeeper

January 2010

Acknowledgments This project was funded by the students of the University of California, Santa Barbara through the Coastal Fund. Santa Barbara Channelkeeper thanks the members of the Coastal Fund committee for their assistance in developing and securing this grant.

Santa Barbara Channelkeeper would also like to thank Erick Burres, the Citizen Monitoring Coordinator from the State Water Resource Control Board’s Clean Water Team, for providing analytical training to Channelkeeper staff for the purposes of this project and for his assistance in securing the use of optical brightener monitoring equipment; Dr. Al Leydecker, Channelkeeper’s long‐time friend and technical advisor, for his technical assistance and review of this report; and Willie Brummet and Rick Merrifield from the Santa Barbara County Public Health Department for providing sanitary sewer maps that aided in the development of this report. Executive Summary In 2009, Santa Barbara Channelkeeper conducted a water quality monitoring study to identify sewage discharges to streams from damaged or leaking sewer pipes, illicit sewer connections, and faulty septic systems by collecting samples from streams in Goleta, California and analyzing them for optical brighteners. Optical brighteners are compounds frequently added to laundry detergents to make clothes appear brighter and less faded. Most household wastewaters contain laundry detergent. The presence of optical brighteners in a stream is a strong indication that household wastewater is contaminating the stream. From August through November 2009, 146 stream samples from 13 coastal streams and wetlands near Goleta, California were collected and analyzed for optical brighteners using an analytical method recommended by the State Water Resource Control Board’s Clean Water Team. Samples were collected monthly in conjunction with Santa Barbara Channelkeeper’s Goleta Stream Team water quality monitoring program. Sampling of selected monitoring sites was conducted on an hourly basis over two four‐hour periods in mornings and afternoons. Additional sampling was conducted on selected streams to identify point source contributors of optical brighteners. Optical brighteners were detected in four out of 13 streams that were sampled. Sampling results varied significantly at each location over time. Numerous samples resulted in “undetermined” results based on the analytical method used. Contemporaneous analysis of Stream Team samples for the indicator bacteria Escherichia coli (E. coli) produced results that consistently exceeded limits established by the US EPA for “full body contact” recreation in freshwater, however there was poor correlation between the presence of optical brighteners and levels of indicator bacteria in each sample. Point source sampling was hampered by stream access issues and by irregular and episodic discharge events. Samples collected from upper San Pedro Creek consistently tested positive for optical brighteners. Preliminary analysis of sewer infrastructure maps and aerial imagery point towards septic tanks as a potential source of optical brighteners and indicator bacteria in upper San Pedro Creek. Although monitoring did not identify specific sources, results from this study indicated wastewater contamination in Goleta streams and identified problematic segments of streams, warranting further monitoring and investigation.

Introduction Optical brightener monitoring is a method used to detect sewage discharges to streams. Optical brighteners are compounds frequently added to laundry detergents to make clothes appear brighter and less faded. Most household wastewaters contain laundry detergent. The presence of optical brighteners in a stream is a strong indication that household wastewater is contaminating the stream. Potential sources of such contamination include damaged or leaking sewer pipes, illicit connections of sanitary sewer pipes to the storm sewer system, and septic systems. While optical brighteners themselves are not harmful to human health or aquatic ecosystems, their presence usually signifies wastewater contamination that may contain pathogens and other harmful contaminants that can be harmful.

There are many advantages to monitoring for optical brighteners to detect sewage discharges. Conducting monitoring for optical brighteners is relatively inexpensive. Optical brighteners are relatively slow to decay and are detectable far from the point source (Iyer et al. 2006). Optical brighteners also have the advantage of only being produced by anthropogenic pollution, as opposed to other indicators which can have human or animal origins.

Standard methods for optical brightener detection use fluorescence as a primary indicator. One common drawback to these methods, however, is the occurrence of false positive results due to the presence of natural substances which also fluoresce. Hartel et al. (2009) found that optical brightener fluorescence decays faster in ultraviolet light than other organic substances naturally found in stream water. Therefore, optical brighteners can be differentiated from natural sources in stream samples by analyzing fluorescence before and after ultraviolet (UV) exposure. Cao et al. (2009) improved upon this method by incorporating analysis of differences in the decay curves between optical brighteners and natural substances, allowing for greater sensitivity and narrower detection limits. This method has been shown to be relatively accurate in detecting optical brightener concentrations in water of five parts per million and above, and it was found to produce no false positive results among control samples. The State Water Resource Control Board has adapted this method for use by citizen monitoring groups, and it was the method used in this study.

The objective of this study was to monitor Goleta streams for the presence of optical brighteners, attempt to pinpoint or narrow the potential source(s) of optical brighteners if found to be present, and to evaluate the adaptability of this method to local volunteer monitoring efforts. This study was conducted in coordination with Santa Barbara Channelkeeper’s Goleta Stream Team Program, a volunteer water quality monitoring program. Stream Team volunteers meet once a month and collect water samples and measurements for a variety of water quality parameters including nutrient concentrations, indicator bacteria, temperature, pH, conductivity, turbidity and dissolved oxygen at distributed locations throughout the Goleta Slough, Bell Creek, and Tecolote Creek watersheds (Figure 1). A description of monitoring sites is included in Appendix A.

Figure 1: Goleta Stream Team Monitoring Sites

Methodology

Sampling ‐ The project involved several types of sampling: Stream Team sampling, “time‐lapse” sampling, and point source sampling.

Stream Team volunteers collected samples at monitoring locations monthly from August to November 2009 for this project. Since exposure to UV light can cause optical brightener chemicals to degrade, samples were collected in 60 ml foil‐wrapped amber glass bottles to eliminate exposure to sunlight. Collected samples were transported in an ice chest and refrigerated until they could be analyzed.

Ten Stream Team monitoring sites underwent subsequent eight‐hour time‐lapse sampling. Time‐lapse sampling involved the collection of one sample per hour for four hours in the morning and four hours in the afternoon. This time frame was chosen to best capture the interval when detergents were most likely to be discharged into the sanitary sewer system. Additional monitoring sites were selected as candidates for surveys to investigate the presence of upstream point sources of optical brighteners. Project personnel walked accessible portions of creeks upstream of Stream Team monitoring sites in search of visible outfalls of water flowing into the stream. Samples from these outfalls were collected and analyzed. On occasion, project field personnel collected additional samples during these surveys from the stream itself.

Laboratory and Analytical Procedures – Project personnel followed calibration and analytical analysis procedures outlined in the State Water Resource Control Board’s (SWRCB) Standard Operating Procedure for Measuring Optic Brighteners in Ambient Water Samples Using a Fluorometer (Burres 2009). These procedures were developed by the SWRCB’s Surface Water Ambient Monitoring Program and are adapted from Cao et al. 2009 (Figure 2). Samples were analyzed using an AquafluorTM Handheld Fluorometer manufactured by Turner Designs according to instructions outlined in the Turner Designs instruction manual.

Calibration Solution Preparation and Calibration Procedures:

1. Prepared a diluted stock solution by mixing 0.5 ml Tide 2X Front Loader laundry detergent with one liter of distilled water. 2. Prepared calibration solution by mixing 2.5 ml the diluted stock solution with 22.5 ml distilled water. 3. Used 3 ml of calibration solution to calibrate the fluorometer to 100 Relative Fluorescence Units (RFUs) as specified in the AquafuorTM Handheld Fluorometer user manual. 4. On each testing day, the calibration solution was used to test fluorometer calibration. If fluorometer results were off by more than +/‐ 10% of 100 RFUs, the fluorometer was re‐ calibrated.

Analytical Procedures:

1. Three replicates of each sample were created by placing 3 ml of the sample into three labeled cuvettes. 2. Initial fluorescence of each replicate was measured and recorded using the fluorometer. If the initial fluorescence was less than 10 RFUs, then the sample was considered negative. 3. If the initial fluorescence was greater or equal to 10 RFUs, the replicate was exposed directly to UV light for five minutes using a 6W, 365nm UV lamp. 4. After five minutes of UV light exposure, fluorescence was again measured. 5. If the percent decrease in florescence after five minutes of UV exposure was less than 8%, the sample was considered negative. If the percent decrease was greater than 30%, the sample was considered positive. If the percent decrease was between 8% and 30%, then the cuvettes were exposed to five additional minutes of UV light (10 minutes total). 6. After an additional five minutes of UV light exposure, fluorescence was again measured. 7. The ratio of percent reduction in fluorescence after 10 minutes UV exposure over the percent reduction after 5 minutes of exposure was calculated 8. If the calculated ration was greater than 1.5, the replicate was considered positive. If the ratio was less than 1.5, the replicate was considered negative.

[(X‐Y)/X] / [(Y‐Z)/Y] >= 1.5 than positive, otherwise negative. X=initial reading Y= reading after five minutes of UV exposure Z= reading after ten minutes of UV exposure

9. If all three replicates had positive results, then the sample was declared positive. If only one or two of the replicates had positive results, then the sample was declared undetermined. If all replicates had negative results, then the sample was declared negative.

Note regarding analytical procedural error: The analytical procedure described above was not strictly followed for a small number of samples. On 16 out of 438 samples analyzed, project personnel erroneously failed to proceed with additional UV treatment when the UV decrease fell within 8 and 30 percent. Replicates on which this occurred are flagged in the database included in Appendix A. When this error occurred, we assumed that the replicate was “Negative” resulting in a final sample result of either “Negative” or “Undetermined.” This eliminated the chance for false‐positive results to occur due to procedural error.

Results

During the project, 438 replicates from 146 stream samples were analyzed for optical brighteners. Sample results are included in Appendix B. A summary of the results is presented below in three sections: Stream Team sampling results; time‐lapse sampling results; and stream survey sampling results.

Stream Team Sampling Optical Brightener Results – Results from samples collected during monthly Stream Team events are illustrated in Figure 3. Not every sampling location was sampled during each event. Some locations were often dry and many creeks were only sampled during the November sampling event, after seasonal rainfall produced stream flow.

Figure 2: Analytical Procedure Decision Tree. Figure excerpted from Cao (2008)

San Jose Creek at Patterson (SJ1), Phelps Ditch at Evergreen Open Space (DV25), and Atascadero Creek at Patterson (AT2) tested positive for optical brighteners during the October sampling event. SJ1 also tested positive in September. Phelps Ditch at Phelps Road and Evergreen Open Space (DV22, DV25) resulted in “undetermined” results during the August sampling event. Tecolote Creek at Vereda del Padre (TC2), San Pedro at La Goleta (SP3) and San Jose Creek at Patterson (SJ2) also resulted in “undetermined” results during the November sampling event. Samples from all remaining sites tested negative for optical brighteners.

Stream Team sites are also tested for the presence of Escherichia coli (E. coli), a fecal indicator bacteria. Most samples collected throughout the duration of this project contained concentrations of E. coli that exceeded the E. coli limit (235 MPN) established by the US EPA for “full body contact” recreation in freshwater (EPA 2002). Generally, however, there was a poor correlation between the presence of optical brighteners and elevated indicator bacteria concentrations. Of the four Stream Team samples that tested positive for optical brightners, two contained E. coli concentrations below the EPA standard. The other two samples, unfortunately, did not have contemporaneous indicator bacteria results due to sampler error. Four out of six of the Stream Team samples that resulted in “undetermined” optical brightener results exceeded the EPA standard. Twenty‐four of 39 samples that had negative optical brightener results exceeded the EPA standard.

Figure 3: Stream Team Monitoring Sites Optical Brightener Results

Time‐Lapse Sampling Optical Brightener Results – Ten Goleta creeks were sampled each hour for four hours in the morning and four hours in the afternoon. Results varied over time at each creek and are illustrated in Figure 4.

Samples from two creeks tested positive for optical brighteners:

• Atascadero Creek at Patterson (AT2) was sampled on August 16th. Samples collected at 8:17 AM and 9:17 AM resulted in positive detections. All other samples from Atascadero Creek on this day were “undetermined.” • San Pedro Creek at Cathedral Oaks (SP3) was sampled on November 15th. Samples collected at 9:00 AM, 10:00 AM, 11:00 AM, 4:00 PM, 5:00 PM, and 6:00 PM resulted in positive detections. Two additional samples, collected at 11:00 AM and 3:00 PM, were “undetermined.”

Time‐lapse samples at four of the monitoring sites all tested negative for optical brighteners: Phelps Ditch at Phelps Road (DV22), San Jose Creek at Hollister Avenue (SJ1), San Pedro Creek near Hollister Avenue (SP1), and Tecolote Lagoon (TC1). The remaining four monitoring sites had a mixture of negative and “undetermined” results: Cieneguitas Creek at Nogal (CG1), Phelps Ditch at Evergreen Open Space (DV25), Glen Annie Creek at Hollister Avenue (GA1), and San Jose Creek at Patterson (SJ2).

Figure 4: Time‐lapse sampling optical brightener results

Stream Survey Sampling Optical Brightener Results – Three creeks were chosen for additional surveying and sampling based on the Stream Team and time‐lapse sample results.

• San Jose Creek upstream of site SJ1 was surveyed on November 14th. One flowing concrete pipe located approximately 100 meters upstream was identified and sampled (SJ1‐A). The creek was dry upstream of the SJ1‐A culvert. The culvert sample tested negative for optical brighteners. • Atascadero Creek was also surveyed on November 14th. Three flowing outfalls were identified and sampled (AT2‐A, AT3‐A, and AT3‐B). One sample (AT3‐A), collected from a concrete pipe located approximately 100 meters upstream of AT3, tested “undetermined” for optical brighteners. Both other samples were negative. • San Pedro Creek upstream of site SP3 was surveyed on November 21st. Although no flowing outfalls were identified, five samples were collected from the stream at approximate intervals of 200 meters (SP3‐A through SP3‐ E). An additional sample was collected at SP3 itself. SP3 and SP3‐E tested positive for optical brighteners. All other samples were negative or “undetermined.”

Discussion

Result Distribution ‐ This study was successful in fulfilling its first objective, which was to monitor local Goleta streams for the presence of optical brighteners. Based on the analytical procedure recommended by the State Water Resources Control Board, optical brighteners were detected in multiple locations throughout the study area, including Atascadero Creek, Phelps Ditch, San Jose Creek, and San Pedro Creeks. These results strongly indicate that wastewater is entering these streams from either surface water discharges or groundwater seepage. Glen Annie Creek and Cieneguitas Creek samples generated “undetermined” results. Additional monitoring of these creeks may result in detection of optical brighteners.

Result Variability ‐ Detections of optical brighteners varied significantly at each location over time. Only Atascadero and San Jose Creeks tested positive for optical brighteners on more than one sampling date, although San Pedro Creek did test positive on one date and “undetermined” on another. Both Atascadero Creek and San Pedro Creek tested positive repeatedly throughout day‐long time‐lapse sampling. Variability in sample results could depend on multiple factors, including the episodic nature of wastewater discharges. Rising and falling groundwater levels due to precipitation patterns could also influence the transport of optical brighteners from septic fields to surface waters. Boving et al. (2004) found that dissolved organic substances transported to surface waters following rain storms can also interfere with fluorometric detection and mask the presence of optical brighteners, although the UV exposure method used in this project should have minimized this type of interference. There is also an unquantified margin of error inherent in the analytical method used, as evidenced by the frequent occurrence of “undetermined” results when replicate samples tested both positive and negative. It is interesting to note that no site sampled during the time‐lapse phase of sampling produced both positive and negative results throughout the course of a single day.

Point Source Identification ‐ Identification of point sources was difficult to achieve during this study. Since discharges from point sources to streams are intermittent and irregular, it was difficult for project field personnel to locate and sample such discharges in the given time frame. Access issues also made it difficult for project personnel to conduct thorough surveys of streams. Effluent from one concrete storm drain on Atascadero Creek did test “undetermined” for optical brighteners. Additional investigations of this drain are warranted since Atascadero Creek itself did test positive for optical brighteners.

San Pedro Creek ‐ Perhaps the most definitive data indicating a potential wastewater contamination problem were collected from San Pedro Creek above Cathedral Oaks Road. San Pedro Creek samples tested positive for optical brighteners in multiple samples collected on two separate days. Based on Stream Team data, this site also exceeded EPA E. coli standards on five out of six sampling events since January 2009. No point source discharges were identified during surveys of San Pedro Creek. However, based on information provided by the Santa Barbara County Public Health Department, the parcels located adjacent to San Pedro Creek upstream of Cathedral Oaks Road are all utilizing septic systems. Upper San Pedro Creek is relatively rural, but aerial imagery indicates that a small number of homes and structures are located in close proximity to the creek. Given these results, additional investigations to detect the presence of faulty septic systems along upper San Pedro Creek are warranted.

Contemporaneous Indicator Bacteria Measurements ‐ There appeared to be no correlation between the presence of optical brighteners and levels of indicator bacteria. However, due to transportation and holding time considerations, only samples collected by the Stream Team were tested for both optical brighteners and indicator bacteria. Future iterations of this type of monitoring program could be greatly improved upon by finding ways to increase the number of contemporaneous indicator bacteria samples collected. Sargent and Castonguay (1998) suggest that the presence of optical brighteners in a sample lacking evidence of bacterial loading could indicate “marginal” septic systems that partially treat wastewater by separating and improperly disposing of greywater. There are also additional sources of optical brighteners that may contaminate streams. Many car wash detergent manufacturers advertise the inclusion of “optical brightening agents” to enhance cleaning ability. Surface water runoff from residential car washing is highly likely to occur throughout the study area, and could be responsible for the detections of optical brighteners where indicator bacteria levels are minimal. While improper greywater disposal doesn’t carry the same risks of fecal contamination, greywater may contain other pollutants including detergents and phosphates that could be harmful to stream ecology. It is also possible for sewage contamination to exist in wastewater that does not contain optical brighteners. In 2008 and 2009, Channelkeeper identified two examples of such discharges that were both incidences of improperly plumbed toilets that flushed human waste directly to nearby creeks or storm drains.

Quality Control Procedures ‐ Fluorometer calibration procedures were followed and documented throughout the duration of this project. Blank samples consisting of distilled water were also analyzed to provide additional quality control. Because all streams and monitoring sites within the study area are located downstream of human land uses, there are no ‘natural stream’ control samples to help verify the accuracy of the analytical procedures used. However, the procedure used was found to produce zero false positive results among control samples in the study conducted by Cao et al. (2009).

Recommendations

Conduct additional optical brightener monitoring ‐ Due to the presence of optical brighteners detected in stream samples and to the relatively high number of “undetermined” sampling results, it is recommended that additional monitoring be conducted. A more regular and robust monitoring program could shed additional light on potential sources or problem areas and produce a greater statistical certainty that optical brighteners do or do not exist in given stream reaches. Additional sampling may also help interpret daily, monthly and seasonal variations in sampling results.

Investigate San Pedro Creek septic systems – Based on the study’s multiple detections of optical brightener and findings of indicator bacteria standard exceedences , local agencies should coordinate with landowners along San Pedro Creek to investigate the possibility of contamination from faulty septic systems.

Conduct additional monitoring to identify sewage discharges to storm drain systems – Results from this project, including optical brightener detections and significant exceedences of State and EPA standards for indicator bacteria, warrant additional investigations to identify potential sewage discharges. Local agencies should consider investing in additional techniques to identify sewage pollution sources such as DNA‐based “finger printing” or source tracking methods, continuous automated flow monitoring, and visual inspections or storm drains.

Incorporate consistent contemporaneous analysis of indicator bacteria – Despite its relatively short duration, this study could have been significantly improved if time‐lapse and survey samples were analyzed for indicator bacteria. Future iterations of similar monitoring projects should incorporate consistent contemporaneous analysis of indicator bacteria.

References:

Boving, T.B., D.L. Meritt and J.C. Boothroyd. 2004. “Fingerprinting sources of bacterial input into small residential watersheds: Fate of fluorescent whitening agents.” Environmental Geology 46:228‐ 232.

Burres, Erick. 2009. California State Water Resources Control Board. Surface Water Ambient Monitoring Program. "Measuring Optical Brighteners in Ambient Water Samples Using a Fluorometer". Standard Operating Procedure 3.4.1.4

Coa, Yiping, John F. Griffith and Stephen B. Weisberg. 2009. “Evaluation of Optical Brightener Photodecay Characteristics for Detection of Human Fecal Contamination.” Water Research.

Dates, Geoff. "Monitoring Optical Brighteners Detergent Ingredients Helps Track Bacteria Sources." The Volunteer Monitor. Vol. 11 No 2. Fall 1999.

Hartel, P.G., J.L. McDonald, L.C. Gentit, S.N.J. Hemmings, K. Rodgers, K.A. Smith, C.N. Belcher, R.L. Kuntz, Y. Rrvera‐Torres, E. Otero and E.C. Schroder. 2007b. “Improving fluorometry as a source tracking method to detect human fecal contamination.” Estuaries and Coasts 30:551‐561.

Iyer, Seshadri, Michel Barbachem, Steve Laughlin, and William Johnston. 2006. “Monitoring Optical Brighteners Helps Track Watershed Pollution.” WaterWorld.

Sargent, Dave and Wayne Castonguay. 1998. “Eight Towns and the Bay ‐ Optical Brightener Handbook.” Merrimack Valley Planning Commission. 12/21/09. http://www.mvpc.org/index.asp?page=wp182007134318

United States Environmental Protection Agency (US EPA). 2002. Implementation Guidance for Ambient Water Quality Criteria for Bacteria. EPA‐823‐B‐02‐003.

A-IDDE-6 Log of Mutt Mitt Stations for Parks and Open Space

Number of Mutt Mitt Open Space Name APN Location Acres Features Stations

Andamar – (1) 69-362- 5600 blk. Cathedral Oaks, to 600 blk. Dara 2.45 1.0 acre of lawn; play equipment; 1 01 Dr., to 600 blk. Andamar picnic table; irrigation controller. 69-463- 03 0

Armitos Park East end of Armitos Avenue @ San Jose 1.6 0.5 Acre lawn, playequipment, 3 benches Creek

Armstrong – (2) 73-195- 7200 blk. Hollister Ave, to Pacific Oaks Rd. 0.48 0.2 acre of lawn; swing set; 1 toddler picnic 23 table; 1 picnic table; 2 benches; irrigation controller to end of 7200 blk. Armstrong & right 0

Bella Vista I/II – (3) 77-351- 7300 blk. Cathedral Oaks, to 200 blk. Placer 4.35 2.87 acre lawn; a play ground; 2 foot 01 Dr, to 100 blk. Placer Dr. bridges; 8 picnic tables; a concrete walkway; 1 bench; irrigation controller 2

Brandon – (4) 79-382- Calle Real to Brandon 3.9 Undeveloped 79-120- 0 039 Campus Glen – (5) 79-210- 7400 blk. Hollister Ave, to Coronado Dr, to 7.21 Foot trail through undeveloped OS. 50 7600 blk. Newport Dr, to 7500 blk. Palos Verdes 79-395- 15 79-445- 01 79-491- 16 1

Covington Walkway – 77-440- 6400 blk. Cathedral Oaks, to 400 blk. La 0.3 A concrete walkway bordered with ivy (6) 00 Patera, to 6400 blk. Covington 0

Emerald Terrace Tennis 69-322- 5700 blk. Cathedral Oaks, to 600 blk. 4.2 1.49 acre lawn; 2 tennis courts-HC Courts – (7) 11 Arundel Rd, to between 470 & 454 blk. of accessible ; swings; 2 picnic tables; 4 Arundel Rd. benches; 1 drinking fountain; irrigation controller 69-413- 10 2

Evergreen Acres – (8) 79-120- Calle Real, to 100 blk. Brandon, to 7500 blk. 28.72 3.47 acre lawn; 2 tennis courts; 1 bench; 3 91, 92, Evergreen Dr. foot bridges; playing field; a softball 93 backstop; concrete walkways; play ground; 2 picnic tables; 1 portable restroom; 2 drinking fountains; 18 hole disc golf course; irrigation controller 2

Koarts Apartments – (9) 79-110- Calle Real, to 200 blk. (end) Brandon. 8.28 Undeveloped 45, 79-560- 0 08 09 Koarts Teardrop – (10) 79-465- 7500 blk Calle Real, to San Rossano Dr. 0.05 01 to 100 blk. San Milano Dr. 0

La Goleta – (11) 77-470- 5900 blk. Cathedral Oaks, to 800 blk. 6.15 Parallels Las Vegas Creek; undeveloped 51, 52 Fairview, to 6000 blk. La Goleta, to 6000 blk. Paseo Palmilla, to 6000 blk. Manzanilla Dr.

77-480- 62 1 Los Carneros – (12) 77-160- Los Carneros, Covington, La Patera, Calle 136 22 acre lake, hiking paths, elevated board 43, 46, Real walk over lake, 3 Benches; 2 portable 48, 49 , toilets; George Adams picnic area has 3 *Swim tables; 1 bench; earth dam 2

Mathilda – (13) 79-554- 311 Mathilda Drive .16 acres play equipment, 2 picnic tables, 3 benches, 07 irrigated lawn 1

OPEN SPACE NAME APN BOOK/P LOCATION ACRES FEATURES AGE

Nectarine – (14) 71-061- 5800 blk. Hollister Ave, to 100 blk. Nectarine 0.14 A sandlot w/play equipment & bench, 1 23 Ave. trash can 0

Oro Verde – (15) 69-380- 5500 blk. Cathedral Oaks, to 700 blk. 8.75 Undeveloped 11 Cambridge Dr, to 5500 blk. Via Salerno 69-391- 01 69-392- 08 69-401- 01 0

Saint Charles Place – 79-37 7600 blk Calle Real, to St. Charles Place 0.05 A traffic island (16) 0

San Miguel – (17) 79-570- 7700 blk. Calle Real, to 7900 Winchester 5.4 0.52 acre lawn; playground; 2 picnic tables; 46 Canyon, to Winchester Dr, to 7900 blk. Rio drinking fountain; foot bridge; irrigation Vista Dr, to end of Rio Vista Dr. controller 79-600- 1 60 61 St. Barbara Shores 79-321- 7500 blk. Hollister Ave, to 200 blk. Santa 7.64 0.15 acre lawn; playground; 1 picnic table; (small) – (18) 01 Barbara Shores, to 300 blk. Santa Barbara irrigation controller Shores Dr. 79-322- 01 79-332- 14 79-355- 09 1 Ellwood Mesa – (19) 79-210- 7700 blk. Hollister Ave. south side to ocean. 118 Parkig lot, 4 trash cans, 2 dog stations 67

New 2 APN N Stonebridge – (20) 77-361- 6200 blk. Cathedral Oaks, Trail connects to 2.63 Parallels San Pedro Creek; undeveloped,; 11 Stow Canyon Road trail, 1 trash can, 1 dog station 1

Stow House 77-160- 6500 Cathedral Oaks, to 300 Los Carneros4.92 0.45 acre lawn, Stow House Museum & 58 Goleta Depot Railroad Museum, 4 trash cans, 1 dog station 1

Stow Tennis Courts – 77-331- 5900 blk. Cathedral Oaks, to 400 blk. 2.68 1.74 acre lawn; 2 tennis courts; 1 bench; (21) 17 Fairview, to 6000 blk. Stow Cyn, to 6200 blk. irrigation controller; parallels San Pedro Stow Cyn. Creek, 3 trash cans, 2 dog stations, 1 2

University Village – (22) 73-230- 7200 blk. Hollister Ave, to Pacific Oaks Rd. 5.29 1.74 acre lawn; irrigation controller, 2 trash 49 73-240- to 7100 blk. Right on Georgetown cans, 1 dog station 58 73-260- 1 21 56 Winchester I – (23) 79-371- 7500 blk. Calle Real, to 7600 blk. Calle Real 7.02 0.20 acre lawn, swing set; play field; 2 05 benches; irrigation controller, 1 trash can, 1 1 dog station 79-383- 13

Winchester II – (24) 79-341- 700 blk. Calle Real 2.71 0.7 acre lawn, swing set; softball backstop; 09 play field; 2 picnic tables; irrigation controller, 1 trash can, 1 dog station 1 79-344- 14

Stow Grove Park – (25) 77-160- 580 La Patera Ln., Goleta, 93117 11.06 SEE BELOW 09 TOTALS 23 Features Day use park; Reservation Group Areas 3, [All provide electricity and water]; #1- 210 persons w/ 1 Double large BBQ pit, 3 serving tables, 24 dining tables; #2- 75 persons w/ 1 Single large BBQ pit, 2 serving tables, 9 dining tables; #3- 50 persons w/ 1 Single large BBQ pit, 2 serving tables, 8 dining tables; Single picnic tables with sm. BBQ –14; Single picnic tables-3; Kiddy picnic tables-7; Double Picnic tables with double BBQ-2; Play Areas- 1 Large, 1 small , 1 separate Kiddy swing area; Benches-11; Drinking Fountains-8; Bike Racks-2; Single trash cans-54, Large Trash Bins-2, Recycle Bins-11; Vending Machine-1 Horseshoe Pits-2; Volleyball Courts-2; Softball/Soccer Field-1Ranger Cottage/Garage; Maintenance Shed/ Office; Restroom -1 Building, 1 Porta-potty. 54 trash cans, 7 recycle cans, 3 dog stations

A-CSRC-1: City of Goleta Construction Site Storm Water Inspections, April 2009 – April 2010

Date Inspector Site Comments 4/9/09 John Storrer Bluffs at Sandpiper There have been no issues w/ erosion or sediment control as a result of the recent (minor) rainfall. Residential Development Revegetation associated w/ Drainage B of Lot 67 was in excellent condition. Project 4/21/09 John Storrer Bluffs at Sandpiper Weed control on undeveloped lots in the southern portion of the project site has recently been Residential Development undertaken. The remaining undeveloped lots were to be similarly treated to reduce fire hazard Project 5/7/09 John Storrer Bluffs at Sandpiper Clean up of the existing storage/staging area is currently underway and will be completed shortly Residential Development according to Assistant Site Superintendent Louis Velliotes. Overall condition of the project site is Project satisfactory. 5/29/09 John Storrer Bluffs at Sandpiper There was no activity in the southern, undeveloped portion of the site. The central storage area had Residential Development been cleaned up and secured (locked to prevent unauthorized entry). Plants associated with the Project restoration effort along Drainage B on Lot 67 have continued to thrive w/ regular maintenance. 6/19/09 John Storrer Bluffs at Sandpiper The site’s condition remains as observed during inspections over the past few months. There is Residential Development currently no activity in the southern, undeveloped portion of the site. Project 7/3/09 John Storrer Bluffs at Sandpiper No activity in the southern, undeveloped portion of the site. Noted a few Southern Tarplant Residential Development specimens on Lot 37. Seed was gathered from plants that were previously found on Lot 27 last fall Project for distribution on the adjacent Lot 67 (restoration area) No further mitigation is recommended. 8/14/09 John Storrer Bluffs at Sandpiper Walked through the undeveloped (southern) portion of the project site. There was no construction Residential Development activity as has been the case for several months. A laborer was engaged in maintenance of the Project restoration project associated w/ Drainage B on Lot 67. 8/31/09 John Storrer Bluffs at Sandpiper Inspected southern, undeveloped portion of the site. There was no activity, as has been the case for Residential Development several months. The site remains in generally good order. Project 9/18/09 John Storrer Bluffs at Sandpiper No sign of recent activity in the southern, undeveloped portion of the site. Residential Development Project 9/30/09 John Storrer Bluffs at Sandpiper No activity in southern, undeveloped portion of the site. Plans to augment or fine-tune BMPs for Residential Development the SWPPP should be developed and implemented during the next month. The site should be Project prepared for the 2009/10 rainy season by November 1. 10/26/09 Dan McLaughlin ATK, 600 Pine Ave. Biofilters not completed during grading. 11/23/09 John Storrer Bluffs at Sandpiper Inspected southern, undeveloped portion of site. Drainage and sediment controls had been Residential Development augmented since my last inspection on 10/28. Measures included replacement of deteriorated Project sandbags and reinforcement of sediment traps around storm drain inlets. 12/4/09 Dan McLaughlin Cabrillo Business Park Basin piping not completed per plan but reviewed by engineer for proper flow. Pipe on order, to be 6767 Hollister Ave. installed within 10 working days. 12/4/09 Mike Page 454 S. Patterson No deficiencies observed, or corrective actions required. 12/7/09 Mike Page ATK, 600 Pine Ave. Culvert and rip rap is in place. 12/7/09 Mike Page Cabrillo Business Park No deficiencies observed, or corrective actions required. 6767 Hollister Ave. 12/8/09 Mike Page Goleta Valley Cottage Heavy tracking of sediment onto Patterson, all the way to the Post Office. More rattle plates needed Hospital at site entrance to dislodge sediment. Street sweeper to clean street as needed, install gravel bags in 350 S. Patterson Ave. gutters on Patterson. 12/8/09 Mike Page Cabrillo Business Park Post rainfall inspection. Some silt fencing need reinforcement (more stakes & backfill needed). 6767 Hollister Ave. Tierra Construction will arrive on site tomorrow to construct needed protection. Too much run-off concentrated in area near wetland silt fence. Silt basin needs outlet pipe near roadway. Tierra Construction will relocate outlet from silt ponds further east to outflows in access areas and redirect overflow away from the wetland silt fencing. Bare ground on slopes need fabric protection from erosion. Straw wattles need to be placed to slow run-off. Tierra will address deficiencies tomorrow & Thursday. 12/9/09 Mike Page ATK, 600 Pine Ave. Tracking of sediment from site entrance onto Patterson Ave. Site Super. agreed to keep a sweeper on site and sweep Patterson up to Hollister Ave. daily at 4:30 pm 12/9/09 John Storrer Bluffs at Sandpiper No evidence of soil erosion or uncontrolled surface drainage as a result of storm activity earlier this Residential Development week. Approximately 1.5 to 2 inches of rain fell in the Goleta area during that event. Project 12/9/09 Mike Page 454 S. Patterson Silt fence needs to be installed on frontage portion to filter water outflowing into the street. Construction site Super. Installed the silt fencing. 12/11/09 Mike Page Goleta Valley Cottage Tracking of sediment onto Patterson. Need to relocate rattle plates at the southern entrance. Site Hospital Super. relocated rattle plates. 350 S. Patterson Ave. 12/10/09 Mike Page Cabrillo Business Park Corrective actions required on 12/8/09 completed. 6767 Hollister Ave. 12/14/09 Mike Page Goleta Valley Cottage No deficiencies observed, or corrective actions required. Hospital 350 S. Patterson Ave. 12/14/09 Mike Page Cabrillo Business Park No deficiencies observed, or corrective actions required. 6767 Hollister Ave. 12/15/09 Dan McLaughlin 6930 Hollister Ave. Perimeter protected w/ sandbags, stock pile covered w/ plastic, rumble plates in place at entrance. 12/16/09 Mike Page 454 S. Patterson No deficiencies observed, or corrective actions required. 12/16/09 Mike Page ATK, 600 Pine Ave. Shaker Plate (tracking control) needs to be relocated. Additional shaker plate also needed at Camino Vista entrance. Gary, the Site Super. Will clean up sediment on the road. 12/17/09 Mike Page Goleta Valley Cottage Relocated rattle plates functioning much better. Hospital 350 S. Patterson Ave. 12/23/09 Mike Page Cabrillo Business Park No deficiencies observed, or corrective actions required. 6767 Hollister Ave. 12/23/09 Mike Page Goleta Valley Cottage No deficiencies observed, or corrective actions required. Hospital 350 S. Patterson Ave. 12/23/09 Mike Page ATK, 600 Pine Ave. No deficiencies observed, or corrective actions required. 12/28/09 Mike Page 454 S. Patterson No deficiencies observed, or corrective actions required. 12/31/09 John Storrer Bluffs at Sandpiper No deficiencies observed, or corrective actions required. Establishment of annual grasses and Residential Development herbaceous non-native plant species throughout most of the site as has occurred over the past few Project months fill facilitate containment and control of sediment transport off-site. 1/5/10 Mike Page Goleta Valley Cottage No deficiencies observed, or corrective actions required. Hospital 350 S. Patterson Ave. 1/6/10 Mike Page Cabrillo Business Park No deficiencies observed, or corrective actions required. 6767 Hollister Ave. 1/6/10 Mike Page ATK, 600 Pine Ave. Rattle plates needs some rock around edges. Construction Site Super. Will install today. 1/7/10 Mike Page Cabrillo Business Park Straw wattle re-staked in some areas near disturbed area. Silt fence failure near last drain pipe on 6767 Hollister Ave. the SE side near Los Carneros. Double stacked wattles need more stakes on SE side of property next to wetlands. 1/12/10 Dan McLaughlin ATK, 600 Pine Ave. No deficiencies observed, or corrective actions required. 1/12/10 Mike Page Cabrillo Business Park Install more wattles on roadway in bottom section to slow water down. Install gravel bags 3 feet 6767 Hollister Ave. high around pond outlets. Project site to be hydroseeded. 1/12/10 Dan McLaughlin Willow Springs Final stockpile pad not graded per plan but is protected w/ silt fencing. Hauling contractor spilled sediment onto street. Street sweeper was deployed and street cleaned. No illicit discharge to storm drain system observed. 1/16/10 John Storrer Bluffs at Sandpiper No Comments Residential Development Project 1/22/10 John Storrer Bluffs at Sandpiper Site drainage controls were generally effective in preventing offsite sediment transport. Storm drain Residential Development inlets were functioning well, despite the considerable volume of runoff from streets. Surface runoff Project from undeveloped lots has been reduced relative to previous years due to establishment of herbaceous plants. There is no evidence of significant soil erosion 2/4/10 Mike Page 76 Station Property Remove filter fabric that has failed and remove sand bags in the curb drain catch basin and replace 6930 Hollister w/ a straw wattle 10 inches and anchor with sand bags. Corrective action completed 12/5/10. 2/4/10 Mike Page Cabrillo Business Park Main discharge into wetlands needs reinforcement. Tierra will reinforce the main outflow into the 6767 Hollister Ave. grassy area. This action will help retain sediment. 2/8/10 Mike Page ATK, 600 Pine Ave. Post rain-event inspection. No deficiencies observed, or corrective actions required.

2/10/10 Mike Page 76 Station Property Cover exposed dirt w/ plastic & sandbags. Remove straw wattle in curb drain, clean up dirt residue 6930 Hollister and remove sand bags. 2/10/10 Mike Page Goleta Valley Cottage Hosp. Tracking sediment onto roadway. Contractor sweeps area after 4:00 pm. Small sweeper used 350 S. Patterson Ave. during day when needed. 2/10/10 Mike Page ATK, 600 Pine Ave. Post rain-event inspection. Talked to site Superintendent re: placement of filter fabric and sandbags to prevent sediment entering street catch basin. 2/10/10 Mike Page 454 S. Patterson Post rain-event inspection. Silt fencing needed on South Patterson side of the site entrance, clean up debris on site (litter, spray cans, etc.) 2/12/10 John Storrer Bluffs at Sandpiper Walked southern, undeveloped portion of site to check condition of sediment and erosion controls. Residential Development All appeared to have functioned as intended during the recent storms Project 2/15/10 Mike Page Cabrillo Business Park Post rain-event inspection. Silt fencing needs reinforcement. Bags need to be reparid around inlets 6767 Hollister Ave. in storage basins. Tierra Construction corrected the inlet protection by placing sand bags 3 feet high around the inlets to the discharge drains that outflow into the grassy areas. 2/17/10 Mike Page Goleta Valley Cottage No deficiencies observed, or corrective actions required. Hospital 350 S. Patterson Ave. 2/17/10 Mike Page Bluffs at Sandpiper Sand & gravel bags, as well as filter fabric needs replacement at various points near or around catch Residential Development basins. E-mailed John Storrer, who will inform site Superintendent, and follow-up. Project 2/17/10 Mike Page 454 S. Patterson No deficiencies observed, or corrective actions required. 2/19/10 John Storrer Bluffs at Sandpiper Inspected southern, undeveloped portion of the project site. Crew in process of reinforcing sed. Residential Development Controls at each of the storm drain inlets. Measures included removal and replacement of degraded Project sand and gravel bags and replacement of weathered filter fabric. 2/22/10 Mike Page Goleta Valley Cottage A lot of mud is being tracked on to Patterson Ave., from trucks leaving the site. Talked w/ Ken Hospital Murry, who called sweeping company to sweep the site. 350 S. Patterson Ave. 2/24/10 Mike Page ATK, 600 Pine Ave. Post rain-event inspection. No deficiencies observed, or corrective actions required. 2/24/10 Mike Page Bluffs at Sandpiper No deficiencies observed, or corrective actions required. Residential Development Project 2/25/10 Mike Page Goleta Valley Cottage No deficiencies observed, or corrective actions required. Hospital 350 S. Patterson Ave. 4/10/10 Mike Page 454 S. Patterson Post rain-event inspection. Catch basins need to be cleaned, and sand-bag barrier’s replaced. 3/9/10 Mike Page ATK, 600 Pine Ave. Post rain-event inspection. Clean up debris around on-site trash dumpster, and install sand bags around down-drain to catch sediment from site. 3/10/10 Mike Page 76 Station Property No deficiencies observed, or corrective actions required. 6930 Hollister 3/18/10 Mike Page ATK, 600 Pine Ave. No deficiencies observed, or corrective actions required. 3/20/10 John Storrer Bluffs at Sandpiper Inspected southern, undeveloped portion of the project site. Crew in process of cutting annual Residential Development grasses and herbaceous plants in the southern, undeveloped portion of the site. Sediment and Project erosion controls were in good order 3/30/10 Mike Page ATK, 600 Pine Ave. Post rain-event inspection. Debris outside concrete grout storage area. Talked w/ management about sweeping up debris. 4/2/10 Mike Page 76 Station Property Post rain-event inspection. No deficiencies observed, or corrective actions required. 6930 Hollister 4/2/10 Mike Page Goleta Valley Cottage Hospital No deficiencies observed, or corrective actions required. 350 S. Patterson Ave. 4/2/10 Mike Page Cabrillo Business Park Post rain-event inspection. No deficiencies observed, or corrective actions required. 6767 Hollister Ave. 4/2/10 Mike Page 454 S. Patterson No deficiencies observed, or corrective actions required. 4/6/10 Mike Page ATK, 600 Pine Ave. Post rain-event inspection. Perimeter silt fence needs to be addressed and repaired – broken stakes, staple fence to stakes. Need to clean trash out of sediment basin on north side of property. Gravel needs to be cleaned out of protected grate drain. 4/8/10 John Storrer Bluffs at Sandpiper Inspected southern, undeveloped portion of project site. No water quality issues to note. Residential Development Project 4/13/10 Mike Page ATK, 600 Pine Ave. No deficiencies observed, or corrective actions required. 4/20/10 Mike Page 454 S. Patterson No deficiencies observed, or corrective actions required. 4/21/10 John Storrer Bluffs at Sandpiper Inspected southern, undeveloped portion of project site. Light rain falling at time of inspection. Residential Development Erosion, sediment, and drainage control remain in satisfactory condition. They had functioned as Project intended during the recent storms.

A-CSRC-5: Pre Construction Meetings

Project Site Address Owner/Contractor Meeting Date Cabrillo 6767 Hollister Ave. Oltmans Consruction 10/15/09 Business Park NE Grading ATK 600 Pine Ave. Towbes 10/16/09 Goleta Valley 351 S. Patterson Ave. HBE Corporation 11/20/09 Cottage Hospital

A-PPGH-3: Street Sweeping Log

Street Sweeping Contractor: Venco Power Sweeping

Zone 1 Zone 2 Zone 3 Curb Miles Debris Cleared (in Curb Miles Debris cleared (in Curb Miles Debris cleared (in Date Cleaned cubic yards) Cleaned cubic yards) Cleaned cubic yards) Apr-09 56.5 8 56.5 8 85.5 6 May-09 56.5 10 56.5 8 85.5 8 Jun-09 56.5 8 56.5 6 85.5 6 Jul-09 56.5 10 56.5 8 85.5 6 Aug-09 56.5 8 56.5 6 85.5 8 Sep-09 56.5 12 56.5 10 85.5 8 Oct-09 56.5 22 56.5 16 85.5 20 Nov-09 56.5 24 56.5 20 85.5 22 Dec-09 56.5 72 56.5 46 85.5 24 Jan-10 56.5 22 56.5 16 85.5 20 Feb-10 56.5 24 56.5 18 85.5 16 Mar-10 56.5 20 56.5 14 85.5 18 Apr-10 56.5 20 56.5 15 85.5 14 Totals 734.5 260 734.5 191 1111.5 176

Curb miles 2580.5 Debris (yd3) 627

A-PPGH-9a Trash Receptacles at Public Facilities

Facility Name Location Service Provider Service Level City Hall 130 Cremona Dr. Suite B Republic 1 4-yd refuse bin, collected M,W,F

Services 1 4-yd recycle bin, collected T, Sa Goleta Valley 5679 Hollister Ave. MarBorg 2 4-yd refuse bins, collected M, Th, Sa

Community Center Industries 1 4-yd recycle bin, collected T, Th Public Works 6735 Hollister Ave. MarBorg 1 4-yd refuse bin, collected W Corporate Yard Industries 1 4-yd recycle bin, collected W

Stow House – 304 N. Los Carneros Rd. Republic 1 3-yd refuse bin, collected T Railroad Museum Services 1 4-yd recycle bin, collected T

A-PPGH-9b Log of Trash Receptacles for Parks and Open Space

Number of Trash Open Space Name APN Location Acres Features Receptacles

Andamar – (1) 69-362- 5600 blk. Cathedral Oaks, to 600 blk. Dara 2.45 1.0 acre of lawn; play equipment; 1 01 Dr., to 600 blk. Andamar picnic table; irrigation controller. 69-463- 03 1

Armitos Park East end of Armitos Avenue @ San Jose 1.6 0.5 Acre lawn, playequipment, 3 benches Creek

Covington Walkway – 77-440- 6400 blk. Cathedral Oaks, to 400 blk. La 0.3 A concrete walkway bordered with ivy (6) 00 Patera, to 6400 blk. Covington 0

Mathilda – (13) 79-554- 311 Mathilda Drive .16 acres play equipment, 2 picnic tables, 3 benches, 07 irrigated lawn 4

OPEN SPACE NAME APN BOOK/P LOCATION ACRES FEATURES AGE

Nectarine – (14) 71-061- 5800 blk. Hollister Ave, to 100 blk. Nectarine 0.14 A sandlot w/play equipment & bench, 1 23 Ave. trash can 1

Oro Verde – (15) 69-380- 5500 blk. Cathedral Oaks, to 700 blk. 8.75 Undeveloped 11 Cambridge Dr, to 5500 blk. Via Salerno 69-391- 01 69-392- 08 69-401- 01 0

Saint Charles Place – 79-37 7600 blk Calle Real, to St. Charles Place 0.05 A traffic island (16) 0

New 4 APN N Stonebridge – (20) 77-361- 6200 blk. Cathedral Oaks, Trail connects to 2.63 Parallels San Pedro Creek; undeveloped,; 11 Stow Canyon Road trail, 1 trash can, 1 dog station 1

Stow House 77-160- 6500 Cathedral Oaks, to 300 Los Carneros4.92 0.45 acre lawn, Stow House Museum & 58 Goleta Depot Railroad Museum, 4 trash cans, 1 dog station 4

University Village – (22) 73-230- 7200 blk. Hollister Ave, to Pacific Oaks Rd. 5.29 1.74 acre lawn; irrigation controller, 2 trash 49 73-240- to 7100 blk. Right on Georgetown cans, 1 dog station 58 73-260- 2 21 56 Winchester I – (23) 79-371- 7500 blk. Calle Real, to 7600 blk. Calle Real 7.02 0.20 acre lawn, swing set; play field; 2 05 benches; irrigation controller, 1 trash can, 1 1 dog station 79-383- 13

Winchester II – (24) 79-341- 700 blk. Calle Real 2.71 0.7 acre lawn, swing set; softball backstop; 09 play field; 2 picnic tables; irrigation controller, 1 trash can, 1 dog station 1 79-344- 14

Stow Grove Park – (25) 77-160- 580 La Patera Ln., Goleta, 93117 11.06 SEE BELOW 09 TOTALS 40 Features Day use park; Reservation Group Areas 3, [All provide electricity and water]; #1- 210 persons w/ 1 Double large BBQ pit, 3 serving tables, 24 dining tables; #2- 75 persons w/ 1 Single large BBQ pit, 2 serving tables, 9 dining tables; #3- 50 persons w/ 1 Single large BBQ pit, 2 serving tables, 8 dining tables; Single picnic tables with sm. BBQ –14; Single picnic tables-3; Kiddy picnic tables-7; Double Picnic tables with double BBQ-2; Play Areas- 1 Large, 1 small , 1 separate Kiddy swing area; Benches-11; Drinking Fountains-8; Bike Racks-2; Single trash cans-54, Large Trash Bins-2, Recycle Bins-11; Vending Machine-1 Horseshoe Pits-2; Volleyball Courts-2; Softball/Soccer Field-1Ranger Cottage/Garage; Maintenance Shed/ Office; Restroom -1 Building, 1 Porta-potty. 54 trash cans, 7 recycle cans, 3 dog stations A-PPGH-10a HAZMAT COLLECTED UCSB Community Hazardous Waste Collection Center Waste Collection for April 2009 through April 2010

Material Type Pounds Aerosols 20,319.00 Alkali Liquids 4,680.00 Alkaline Batteries 14,729.00 Ammonia Solutions 1,185.00 Antifreeze 10,031.50 Asbestos 37,619.00 Auto Batteries 23,040.00 Compact Mercury Bulbs 958.00 Contaminated Soil 1,978.00 Cutting Oil 1,062.50 Cyanide 9.00 Fertilizers 6,765.00 Flammable Liquids 490.00 Flammable Liquids for Fuel and Fuel Blending 52,543.50 Flammable Paint Liquids 55,402.50 Flammable Solids 28,205.00 Fluorescent Tubes 597,141.00 Fusee 189.00 Inorganic Acids 6,128.00 Isocyanates 1,038.00 Latex Paint 152,815.00 Lead Acid Batteries 3,738.00 Manufactured Mercury Items 322.00 Mercury Salts/Solutions 15.00 Motor Oil 46,623.50 NiCad Batteries 1,932.00 Nickel Acetate Solution 200.00 Oil Filters 2,625.00 Oil With Water 7,182.50 Organic Flammable Liquids 1,070.00 Organic Hydrofluoric Acids 895.00 Organic Peroxides 392.00 Oxidizing Liquids 1,656.00 Oxidizing Solids 1,441.00 Paint Quarts/Pints 73,785.00 PCB Light Ballasts 1,303.00 Photochemicals 3,325.00 Poison Liquids 39,784.00 Poison Solids 14,036.00 Propane Cylinders 5,954.00 Sodium Hydroxide 127.50 Tri-Ethyl Phosphate 306.00 Water Reactive Solids 29.00

Total 1,223,069.50 Household Battery Collection Program Unless otherwise noted the following business locations will Please dispose of your batteries responsibly. accept all types of household batteries excluding auto batteries. 93101 Community Environmental Council 26 W Anapamu St, 2nd floor Calumet Photographic 228 East Cota St Fromex One Hour Photo 1017 State St MarBorg Recycling/ABOP Center 725 Cacique St SB Home Improvement Center 415 East Gutierrez St Radio Shack 609 State St Rite Aid 825 State St Russ’ Camera & Video 1025 State St Samy’s Camera 416 Chapala St San Andres Hardware 635 West Micheltorena St Sea Center 211 Stearns Wharf

93103 Rite Aid 35 South Milpas Street

Batteries contain toxic metals or corrosive material and 93105 Circuit City 3761 State Street therefore should not be thrown in the trash. Please refer to Long’s Drugs 2973 State Street this list for the battery collection location nearest you. Long’s Drugs 3939 State Street Radio Shack 3218-A State Street SB Museum of Natural History 2559 Puesta del Sol Road Batteries managed through this program must be from a household source and should be dropped off at the store’s 93108 Long’s Drugs 1282 Coast Village Road camera/electronics counter (please limit drop-offs to five Tony Rose Camera & Video 1253 Coast Village Road pounds). For more information, call Santa Barbara County 93109 Rite Aid 1976 Cliff Drive Public Works Department at 882-3602 or visit Watershed Resource Center 2981 Cliff Drive www.LessIsMore.org. 93117 Isla Vista Bookstore 6553 Pardall Road MarBorg Industries Recycling Center 20 David Love Place Orchard Supply Hardware* 125 North Fairview Radio Shack 167 North Fairview Rite Aid 7127 Hollister Avenue A message from the County of Santa Barbara Public Works Rite Aid 199 North Fairview Department, and the Cities of Santa Barbara and Goleta. Printed on 100% post-consumer recycled paper. *accepts only Nickel-Cadmium (rechargeable type) batteries Programa de Recolección de Baterías del Hogar Por favor, deseche sus baterías en manera responsable. Al menos que sea indicado de otra manera, los siguientes comercios acep- tan todo tipo de baterías, excluyendo las baterías de los automóviles. 93101 Community Environmental Council 26 W Anapamu St, 2nd floor Calumet Photographic 228 East Cota St Fromex One Hour Photo 1017 State St MarBorg Recycling/ABOP Center 725 Cacique St SB Home Improvement Center 415 East Gutierrez St Radio Shack 609 State St Rite Aid 825 State St Russ’ Camera & Video 1025 State St Samy’s Camera 416 Chapala St San Andres Hardware 635 West Micheltorena St Sea Center 211 Stearns Wharf

93103 Rite Aid 35 South Milpas Street

Las baterías contienen metales tóxicos o materiales 93105 Circuit City 3761 State Street corrosivos y por lo tanto no deben ser desechadas en la Long’s Drugs 2973 State Street basura. Por favor use esta lista para encontrar un lugare de Long’s Drugs 3939 State Street recolección de baterías cercas a usted. Radio Shack 3218-A State Street SB Museum of Natural History 2559 Puesta del Sol Road Las baterías administradas a través de este programa deben provenir del hogar y deben ser entregadas en el 93108 Long’s Drugs 1282 Coast Village Road mostrador de las tiendas de cámaras/electrónica (por favor Tony Rose Camera & Video 1253 Coast Village Road recuerde que el límite es de 5 libras) Para más información, llame al Condado de Santa Barbara, Public Works Depart- 93109 Rite Aid 1976 Cliff Drive ment al 882-3602, o visité, www.LessIsMore.org. Watershed Resource Center 2981 Cliff Drive 93117 Isla Vista Bookstore 6553 Pardall Road MarBorg Industries Recycling Center 20 David Love Place Orchard Supply Hardware* 125 North Fairview Radio Shack 167 North Fairview Rite Aid 7127 Hollister Avenue Un mensaje del Departamento de Obras Públicas del Condado de Rite Aid 199 North Fairview Santa Bárbara, y de los Ciudades de Santa Barbara y Goleta. Imprimido en papel reciclado 100%. * acepta únicamente las baterías de Nickel-Cadmium (de tipo recargable) For further information about the program, please contact: OPERATION MEDICINE CABINET

In response to growing demand for a safe, Santa Barbara County Sheriff ’s Department convenient way to dispose of household (805) 681-4100 www.sbsheriff.org medications, the Sheriff ’s Department teamed up with County Public Works to install drop- boxes at each of the Sheriff ’s nine substations throughout the county.

Residents can bring all types of unwanted medications, including prescription and over- Resource Recovery and Waste Management the-counter drugs. Division of the Public Works Department (805) 882-3615 www.lessismore.org

Additional funding and support is generously provided by the cities of Goleta, Lompoc, Santa Barbara, and Santa Maria. A program for Santa Barbara County residents to safely dispose of unwanted household medications. Why is it important to get rid of Collection Locations: unwanted medications? The Sheriff ’s Department will accept unwanted • Teenagers and young adults are abusing medications household medications at each of its nine substations – some taken right from their parents’ or throughout the county. Unless otherwise noted, all grandparents’ medicine cabinet – at an alarming rate. drop-boxes are located outside in front of the stations. • Young children and pets accidentally ingest The following items can be deposited medications found around the home, leading to in the medication drop boxes: Carpinteria – 5775 Carpinteria Avenue potential poisoning. (805) 684-4561 * Drop-box is located inside the lobby and accessible Mon-Fri from 9am-5pm • Seniors can mistakenly mix incompatible • Over-the-counter medications medications or take expired drugs that may be • Prescription medications Santa Barbara – 4434 Calle Real harmful to them. • Medication samples (805) 681-4100 • Medications for household pets Why should we avoid flushing • Medicated lotions or ointments Goleta – 7042 Market Place Drive medications or throwing them (805) 571-1540 The following items are NOT accepted: * Drop-box is located inside the lobby and accessible 24 hours a day in the trash? • Needles or other “sharps” Isla Vista – 6504 Trigo Road • Wastewater treatment facilities are not designed to • Hazardous waste (805) 681-4179 remove many of the constituents found in • Thermometers medications, so these materials pass untreated into Lompoc – 3500 Harris Grade our water system. Researchers have detected trace • Personal care products (805) 737-7737 elements of medications in numerous water (e.g. non-medicated shampoo, soap, perfume, etc.) bodies nationwide. • Trash Buellton – 140 West Highway 246 • Medications thrown in the trash are susceptible to • Mail (805) 686-8150 retrieval by individuals or pets. When sent to the • Lost and found materials landfill, medications can potentially enter • Empty containers Solvang – 1745 Mission Drive the environment. • Business/professional waste (805) 686-5000

Please keep medications in their original containers and Santa Maria – 812-A West Foster Road remove or scratch out all personal information, including (805) 934-6150 name, address, and phone number. New Cuyama – 215 Newsome Street Remember, this program is for household medications only. (661) 766-2310 Medical professionals are not eligible. Gas Company Financial Assistance Programs: Help Is Available! During these tough economic All customers are also encouraged to look into rebates worth hun - times, the Southern dreds of dollars for the purchase of energy-efficient appliances. California Gas Company has Customers can enroll in the assistance programs or request payment a plan to help you! There are arrangements by visiting the Gas Company’s website, currently new programs available that provide financial assistance www.socalgas.com/extrahelp, or calling the Gas Company toll-free at for those on reduced income or with special medical needs. (800) 427-2200 or (800) 342-4545 in Spanish. The California Alternate Rate for Energy (CARE) program pro - Learn how to conserve energy at home and about no-cost ener - vides a 20-percent rate discount on the monthly natural gas bill. gy saving home improvements by visiting www.socalgas.com The Direct Assistance Program (DAP) provides energy-saving home improvements to income-qualified renters and homeown - ers. People who require additional heating for health reasons may qualify for additional natural gas service at the lowest rate through the Medical Baseline Allowance Program.

Call City of Goleta at 961.7500 or visit our website at www.cityofgoleta.org The Monarch Press 3