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HomeMy WebLinkAboutPA2022-0315_20221221_WQMP Report dates 12-15-22Plan Check ________ Water Quality Management Plan (WQMP) BLUES 1905, LLC RESIDENCE Block 33, Corona Del Mar M.M. 3/42 APN 052-046-17 2741 Ocean Blvd, Newport Beach, California Prepared for: BLUES 1905 LLC C/O KAA DESIGN GROUP 12921 West Washington Blvd Los Angeles, CA 90066 Ph: 310-821-1400 Prepared by: TOAL ENGINEERING, INC. 139 Avenida Navarro, San Clemente, CA 92672 www.toalengineering.com Contact: CALEB RIOS, R.C.E. 57587 (949) 492-8586 crios@toalengineering.com Prepared on: 12/15/2022 Template Prepared: December 20, 2013 Water Quality Management Plan (WQMP) Blues 1905, LLC – 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Owner’s Certification Project Owner’s Certification Permit/Application No. TBD Grading Permit No. TBD Tract/Parcel Map No. Block 33, Corona Del Mar M.M. 3/42 Building Permit No. (TBD) CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract) 52-046-07 This Water Quality Management Plan (WQMP) has been prepared for Blues 1905, LLC by Toal Engineering, Inc. The WQMP is intended to comply with the requirements of the local NPDES Stormwater Program requiring the preparation of the plan. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the current Orange County Drainage Area Management Plan (DAMP) and the intent of the non-point source NPDES Permit for Waste Discharge Requirements for the County of Orange, Orange County Flood Control District and the incorporated Cities of Orange County within the San Diego Region (South Orange County).. Once the undersigned transfers its interest in the property, its successors-in-interest shall bear the aforementioned responsibility to implement and amend the WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity. Owner: Title Ms. Lynnette Miscio (Executive Administrator) Company Blues 1905, LLC Address 5025 Pearl Parkway, Boulder, Colorado 80301 Email kaadesigngroup.com Telephone # 310-821-1400 Signature Date Water Quality Management Plan (WQMP) Blues 1905, LLC – 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Table of Contents Contents Page No. Section I Discretionary Permit(s) and Water Quality Conditions ..................................... 3 Section II Project Description .......................................................................................... 4 Section III Site Description ............................................................................................. 8 Section IV Best Management Practices (BMPs) ............................................................. 11 Section V Inspection/Maintenance Responsibility for BMPs .......................................... 29 Section VI Site Plan and Drainage Plan ......................................................................... 30 Section VII Educational Materials .................................................................................. 31 Attachments Attachment A . .........................................................................................BMP Fact Sheets Attachment B………………………………………………………………….. Educational Materials Attachment C……………………………………………………………………………... Location Map Attachment D……………………………………………………..Operation and Maintenance Plan Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section I Page 3 Section I Discretionary Permit(s) and Water Quality Conditions Project Infomation Permit/Application No. tbd Tract/Parcel Map No. Parcel 1, PMB 44/22 Additional Information/ Comments: Project Address: 2741 Ocean Boulevard Newport Beach, California APN 052-046-07 Water Quality Conditions Water Quality Conditions (list verbatim) 1. All significant redevelopment projects consisting of addition or replacement of 5,000 or more square feet of impervious surface on an already developed site. Watershed-Based Plan Conditions Provide applicable conditions from watershed - based plans including TMDLS. TMDLs for Lower Newport Bay: Nutrients (1998) Toxics (2002) Fecal Coliform (1999) Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section II Page 4 Section II Project Description II.1 Project Description Description of Proposed Project Development Category (Verbatim from WQMP): 1. All significant redevelopment projects, where significant redevelopment is defined as the addition or replacement of 5,000 or more square feet of impervious surface on an already developed site. Redevelopment does not include routine maintenance activities that are conducted to maintain original line and grade, hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety If the redevelopment results in the addition or replacement of less than 50 percent of the impervious area on-site and the existing development was not subject to WQMP requirement, the numeric sizing criteria discussed in Section 7.II-2.0 only applies to the addition or replacement area. If the addition or replacement accounts for 50 percent or more of the impervious area, the Project WQMP requirements apply to the entire development Project Area (ft2): 7,505 Lot size: (ft2): 10,380 Number of Dwelling Units: 1 SIC Code: n/a Narrative Project Description: The project consists of the following: (1) demolition of portions of the existing residence and associated hardscape (2) addition to an existing residence and construction of appurtenant hardscape, landscape, and drainage improvements. Project Area Pervious Impervious Area (sf) Percentage Area (sf) Percentage Pre-Project Conditions 3,282 44 4,223 56 Post-Project Conditions 1,000 12 6,505 88 Drainage Patterns/Connections See Section III.2. II.2 Potential Stormwater Pollutants The following table lists the expected stormwater pollutants based on land uses and site activities per Table 2.1 of the Technical Guidance Document for the Preparation of Project Water Quality Management Plans (TGD). Pollutants of Concern Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section II Page 5 Pollutant Circle One: E=Expected to be of concern N=Not Expected to be of concern Additional Information and Comments Suspended-Solid / Sediment ◇E N Nutrients ◇E N Heavy Metals E ◇N Pathogens (Bacteria/Virus) ◇E N Pesticides ◇E N Oil and Grease ◇E N Toxic Organic Compounds E ◇N Trash and Debris ◇E N Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section II Page 6 II.3 Hydrologic Conditions of Concern Determine if streams located downstream from the project area are determined to be potentially susceptible to hydromodification impacts. Refer to Appendix C of the Model WQMP for reference to applicable technical guidance for determining if downstream channels are susceptible to HCOCs. No – Show map and/or describe and reference supporting documentation in the space below. Yes – Describe applicable hydrologic conditions of concern in the space below. (source: http://landrecords.ocpublicworks.com/ocsl/) Hydrologic Conditions of Concern (HCOCs) do not exist for this project since site runoff is conveyed in a storm drain system and discharged directly into Newport Bay. As shown above per the North County Hydromodification and Susceptibility Map for Newport Bay (Figure XVI-3d in the TGD) the project does not lie within any susceptible area. SITE Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section II Page 7 II.4 Post Development Drainage Characteristics Post-construction surface drainage will be directed to the same ultimate discharge points as prior to construction. Runoff will be collected in an area drain system and into treatment/retention areas before being discharged to the existing drainage system that runs along Way Lane. The drainage system is shown on the Grading and Drainage Plan for the project. II.5 Property Ownership/Management This property is privately owned by: Blues 1905, LLC c/o Wealthgate Family Office 5025 Pearl Parkway Boulder, Colorado 80301 Tel: 310-821-1400 Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section III Page 8 Section III Site Description III.1 Physical Setting Planning Area/ Community Name N/A Location/Address 2741 Ocean Boulevard, Newport Beach, California Project Area Description The subject property lies on the southerly side of lower Newport Bay. The surrounding area is developed exclusively with single- family residential units. Land Use RSD-A: Single Unit Residential Detached (0.0-5.9 DU/AC) Zoning R-1: Single Unit Residential Acreage Property Lot size: 10,380 s.f. (0.24 acres) Project: 7,505 s.f. (0.17 acres) Predominant Soil Type Soils are classified as Hydrologic Soil Group D by the Orange County Soil Survey. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section III Page 9 III.2 Site Characteristics Precipitation Zone 0.65-in (TGD Fig XVI-1) Topography Elevations on the project site range from a maximum of about 66-feet at the Northeasterly end to a minimum of about 11-feet at the Northwesterly end. Drainage Patterns/Connections Under existing conditions, the runoff from the site outlets to Way Lane where it flows along the concrete gutter and enters the storm drain catch basin along the northerly terminus of Cove Street.. Soil Type, Geology, and Infiltration Properties Per S/A Geotechnical Soils Report No 22022-01: “The site is geotechnically unsuitable for the local discharge of onsite storm water due to onsite sloping conditions and the potential to adversely promote shallow groundwater conditions affecting nearby properties. Onsite discharge of storm water is not recommended.” Hydrogeologic (Groundwater) Conditions Per S/A Geotechnical Soils Report No 22022-01: “Perched groundwater can occur at shallow depth within the terrace deposites and at the terrace bedrock contact.” Geotechnical Conditions (relevant to infiltration) See above. Off-Site Drainage The project site does not receive run-on from adjacent properties. Utility and Infrastructure Information Public and private utilities are already in place for this property. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section III Page 10 III.3 Watershed Description Receiving Waters Lower Newport Bay 303(d) Listed Impairments Chlordane, Copper, DDT, Indicator Bacteria, Nutrients, PCBs, Pesticides, Sediment Toxicity Applicable TMDLs Sediment, Nutrients, Toxics, Fecal Coliform Pollutants of Concern for the Project Primary Pollutants of Concern: Chlordane, Copper, DDT, Indicator Bacteria, Nutrients, PCBs, Pesticides, Sediment Toxicity. Other Pollutants of Concern: None. Environmentally Sensitive and Special Biological Significant Areas Lower Newport Bay. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 11 Section IV Best Management Practices (BMPs) IV. 1 Project Performance Criteria Project Performance Criteria If HCOC exists, list applicable hydromodification control performance criteria (MWQMP Appendix C) Per Section II.3 of this report, HCOCs do not exist for the proposed project. List applicable LID performance criteria (Section 7.II-2.4.3 from MWQMP) • Priority Projects must infiltrate, harvest and use, evapotranspire, or biotreat/biofilter, the 85th percentile, 24-hour storm event (Design Capture Volume). • A properly designed biotreatment system may only be considered if infiltration, harvest and use, and evapotranspiration (ET) cannot be feasibly implemented for the full design capture volume. In this case, infiltration, harvest and use, and ET practices must be implemented to the greatest extent feasible and biotreatment may be provided for the remaining design capture volume. Calculate LID DCV for Project. Simple Method per TGD III.1.1. 𝐷𝐷𝐷𝐷𝐷𝐷=𝐷𝐷 × 𝑑𝑑 × 𝐴𝐴 𝐷𝐷= (0.75 × 𝑖𝑖𝑖𝑖𝑖𝑖+ 0.15)= 0.75 × 0.88 + 0.15 = 0.81 𝑑𝑑= 0.65 𝑖𝑖𝑖𝑖. 𝐴𝐴= 7,505 𝑠𝑠𝑠𝑠.𝑓𝑓𝑓𝑓. 𝐷𝐷𝐷𝐷𝐷𝐷= 0.81 x 0.65 𝑖𝑖𝑖𝑖.x 7,505 𝑠𝑠.𝑓𝑓.x �1 𝑓𝑓𝑓𝑓.12 𝑖𝑖𝑖𝑖.�=329 𝑐𝑐𝑓𝑓 (See worksheet C in Section IV.3.4 for sizing of bmp) Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 12 IV.2. SITE DESIGN AND DRAINAGE PLAN Overview The ultimate plan of development for the proposed project is shown on the WQMP Site Plan in Section VI of this report. The project Grading Plan shows the proposed grading and site improvements necessary for construction of the proposed residential building. Site Design Practices The project incorporates Site Design practices as follows: • Preserve Existing Drainage Patterns and Time of Concentration – The ultimate points of discharge are the same for the pre- and post-project conditions. Time of concentration will be similar, since pre-and post-project flow path lengths will be similar. Drainage Management Areas (DMAs) The site has one Drainage Management Area (DMA-1). Drainage from this area discharges to the existing storm drain system along Bayside Drive. DMA-1 TOTAL Total Area (ac) 0.17 0.17 Total Area (sf) 7,505 7,505 Impervious Area (sf) 6,505 6,505 Pervious Area (sf) 1,000 1,000 imp 0.88 0.88 C 0.81 0.81 d (in) 0.65 0.65 DCV (cf) 329 329 IV.3 BMP SELECTION AND PROJECT CONFORMANCE ANALYSIS IV.3.1 Hydrologic Source Controls Name Included? Localized on-lot infiltration Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 13 Impervious area dispersion (e.g. roof top disconnection) Street trees (canopy interception) Residential rain barrels (not actively managed) Green roofs/Brown roofs Blue roofs Impervious area reduction (e.g. permeable pavers, site design) Other: Impervious Dispersion and localized infiltration have not been used because of the site constraints and the soils geotechnical hazards associated with infiltration. The entire DCV is being addressed with the use of an enclosed bioretention planter box. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 14 IV.3.2 Infiltration BMPs Infiltration BMPs to be used for this project are indicated in the table below. Implementation of said controls is discussed in the text that follows. Name Included? Bioretention without underdrains Rain gardens Porous landscaping Infiltration planters Retention swales Infiltration trenches Infiltration basins Drywells Subsurface infiltration galleries French drains Permeable asphalt Permeable concrete Permeable concrete pavers Other: because of the soils geotechnical hazards associated with infiltration The entire DCV is being addressed with the use of an enclosed bioretention planter box. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 15 Infeasibility Criteria Yes No 1 Would Infiltration BMPs pose significant risk for groundwater related concerns? Refer to Appendix VII (Worksheet I) for guidance on groundwater-related infiltration feasibility criteria. X Provide basis: Per the Soils report there is shallow groundwater: “Perched groundwater can occur at shallow depth within the terrace deposites and at the terrace bedrock contact.” 2 Would Infiltration BMPs pose significant risk of increasing risk of geotechnical hazards that cannot be mitigated to an acceptable level? (Yes if the answer to any of the following questions is yes, as established by a geotechnical expert): The BMP can only be located less than 50 feet away from slopes steeper than 15 percent The BMP can only be located less than eight feet from building foundations or an alternative setback. A study prepared by a geotechnical professional or an available watershed study substantiates that stormwater infiltration would potentially result in significantly increased risks of geotechnical hazards that cannot be mitigated to an acceptable level. X Provide basis: Per the soils report, “The site is geotechnically unsuitable for the local discharge of onsite storm water due to onsite sloping conditions and the potential to adversely promote shallow groundwater conditions affecting nearby properties. Onsite discharge of storm water is not recommended.” 3 Would infiltration of the DCV from drainage area violate downstream water rights? X Provide basis: N/A Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 16 Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Partial Infeasibility Criteria Yes No 4 Is proposed infiltration facility located on HSG D soils or the site geotechnical investigation identifies presence of soil characteristics which support categorization as D soils? X Provide basis: Site is located in an area mapped as Type D soils per the Orange County Hydrology Manual; 5 Is measured infiltration rate below proposed facility less than 0.3 inches per hour? This calculation shall be based on the methods described in Appendix VII. X Provide basis: Clayey soils typically exhibit infiltration rates far less than 0.3 inches per hour. 6 Would reduction of over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? X Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: No ephemeral washes or other groundwater sources discharging to surface waters exist downstream of the project. 7 Would an increase in infiltration over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? X Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: No ephemeral washes or other groundwater sources discharging to surface waters exist downstream of the project. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 17 Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Infiltration Screening Results (check box corresponding to result): 8 Is there substantial evidence that infiltration from the project would result in a significant increase in I&I to the sanitary sewer that cannot be sufficiently mitigated? (See Appendix XVII) Provide narrative discussion and supporting evidence: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. X 9 If any answer from row 1-3 is yes: infiltration of any volume is not feasible within the DMA or equivalent. Provide basis: Summarize findings of infeasibility screening X 10 If any answer from row 4-8 is yes, infiltration is permissible but is not presumed to be feasible for the entire DCV. Criteria for designing biotreatment BMPs to achieve the maximum feasible infiltration and ET shall apply. Provide basis: Summarize findings of infeasibility screening 11 If all answers to rows 1 through 10 are no, infiltration of the full DCV is potentially feasible, BMPs must be designed to infiltrate the full DCV to the maximum extent practicable. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 18 IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs Name Included? All HSCs; See Section IV.3.1 Surface-based infiltration BMPs Other vegetated BMPs Above-ground cisterns and basins Underground detention Other: Since the project is fully treated using Bio-Retention planter box BMPs, utilization of Evapotranspiration and/or Rainwater Harvesting BMPs is not required. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 19 IV.3.4 Biofiltration BMPs Biofiltration BMPs to be used for this project are indicated in the table below. Implementation of said controls is discussed in the text that follows. Name Included? Bioretention with underdrains Stormwater planter boxes with underdrains Proprietary vegetated biotreatment systems Other: Treatment/Retention of runoff from DMA-1 is accomplished using a Bioretention Planter Box with underdrains. Roof and impervious area runoff will be discharged directly into the enclosed bioretention planter boxes before reaching an underdrain pipe for discharge. The surface overflow within the planter boxes will be set 11” above grade. This will allow for surface ponding within the planter box to a depth of 11” above the surface. See Worksheet C calculations on following pages. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 20 DMA-1 Worksheet C: Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs Step 1: Determine the design capture storm depth used for calculating volume 1 Enter design capture storm depth from Figure III.1, d (inches) d= 0.65 inches 2 Enter calculated drawdown time of the proposed BMP based on equation provided in applicable BMP Fact Sheet, T (hours) T= 4.4 hours 3 Using Figure III.2, determine the "fraction of design capture storm depth" at which the BMP drawdown time (T) line achieves 80% capture efficiency, X1 X1= 0.31 4 Enter the effect depth of provided HSCs upstream, dHSC (inches) (Worksheet A) dHSC= - inches 5 Enter capture efficiency corresponding to dHSC, Y2 (Worksheet A) Y2= - % 6 Using Figure III.2, determine the fraction of "design capture storm depth" at which the drawdown time (T) achieves the equivalent of the upstream capture efficiency(Y2), X2 X2= - 7 Calculate the fraction of design volume that must be provided by BMP, fraction = X1 - X2 fraction= 0.31 8 Calculate the resultant design capture storm depth (inches), dfraction= fraction × d dfraction= 0.201 inches Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A (acres) A= 0.17 acres 2 Enter Project Imperviousness, imp (unitless) imp= .88 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.81 4 Calculate runoff volume, Vdesign= (C x drfraction x A x 43560 x (1/12)) Vdesign= 100.5 cu-ft Supporting Calculations Describe system: Enclosed Planter Box w/ 11” ponding depth, 3” mulch layer, 18” of top soil/planting mix, over pea gravel w/ a 6” diameter underdrain pipe. Total Proposed Planter Area per Figure II in Section VI of WQMP = 114 sq. ft. Vproposed = Aproposed* Ponding Depth (dp)  114 sq. ft. * 0.916 ft. = 104.4 cu-ft. > 100.5 cu-ft…ok The proposed enclosed planter box is sized to fully treat the calculated constant drawdown volume of 100.5 cu. ft. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 21 DMA-1 Worksheet C: Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs Provide drawdown time calculations per applicable BMP Fact Sheet: DD = (dp / KMEDIA) * 12 in./ft.  DD = (0.916 / 2.5) * 12  DD = 4.4 hours where: KMEDIA = 2.5 in./hr (per TGD Appendix XIV-53, Capture Efficiency Method for Biotreatment) Graphical Operations Provide supporting graphical operations. See Example III.6. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 22 Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 23 Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 24 IV.3.5 Hydromodification Control BMPs Hydromodification controls are not required for this project because Hydrologic Conditions of Concern do not exist for this project. See Section II.3. Hydromodification Control BMPs BMP Name BMP Description Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 25 IV.3.7 Non-structural Source Control BMPs Non-structural source control BMPs used for this project are described below. Non-Structural Source Control BMPs Identifier Name Check One If not applicable, state brief reason Included Not Applicable N1 Education for Property Owners, Tenants and Occupants N2 Activity Restrictions N3 Common Area Landscape Management No common areas present. N4 BMP Maintenance N5 Title 22 CCR Compliance (How development will comply) No hazardous waste. N6 Local Industrial Permit Compliance Not an industrial project. N7 Spill Contingency Plan No hazardous waste. N8 Underground Storage Tank Compliance No USTs on site. N9 Hazardous Materials Disclosure Compliance No hazardous waste. N10 Uniform Fire Code Implementation No hazardous waste. N11 Common Area Litter Control N12 Employee Training No employees. N13 Housekeeping of Loading Docks No loading docks exposed to storm water proposed. N14 Common Area Catch Basin Inspection N15 Street Sweeping Private Streets and Parking Lots No exterior parking areas. N16 Retail Gasoline Outlets None exist. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 26 IV.3.8 Structural Source Control BMPs Structural source control BMPs used for this project are described below. Structural Source Control BMPs Identifier Name Check One If not applicable, state brief reason Included Not Applicable S1 Provide storm drain system stenciling and signage No large catch basins on site to receive stenciling. S2 Design and construct outdoor material storage areas to reduce pollution introduction No outdoor MSAs. S3 Design and construct trash and waste storage areas to reduce pollution introduction S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control S5 Protect slopes and channels and provide energy dissipation No proposed slopes or channels. Incorporate requirements applicable to individual priority project categories (from SDRWQCB NPDES Permit) S6 Dock areas None exist. S7 Maintenance bays None exist. S8 Vehicle wash areas None exist. S9 Outdoor processing areas None exist. S10 Equipment wash areas None exist. S11 Fueling areas None exist. S12 Hillside landscaping None exist. S13 Wash water control for food preparation areas None exist. S14 Community car wash racks None exist. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 27 IV.4 ALTERNATIVE COMPLIANCE PLAN (IF APPLICABLE) IV.4.1 Request of Waiver of LID BMPs N/A IV.4.2 Water Quality Credits Determine if water quality credits are applicable for the project. Refer to Section 7.II-3.2 of the Model WQMP for description of credits and TGD Appendix VI for calculation methods for applying WQ credits. Description of Proposed Project Project Types that Qualify for Water Quality Credits (Select all that apply): Redevelopment projects that reduce the overall impervious footprint of the project site. Brownfield redevelopment, meaning redevelopment, expansion, or reuse of real property which may be complicated by the presence or potential presence of hazardous substances, pollutants or contaminants, and which have the potential to contribute to adverse ground or surface WQ if not redeveloped. Higher density development projects which include two distinct categories (credits can only be taken for one category): those with more than seven units per acre of development (lower credit allowance); vertical density developments, for example, those with a Floor to Area Ratio (FAR) of 2 or those having more than 18 units per acre (greater credit allowance). Mixed use development, such as a combination of residential, commercial, industrial, office, institutional, or other land uses which incorporate design principles that can demonstrate environmental benefits that would not be realized through single use projects (e.g. reduced vehicle trip traffic with the potential to reduce sources of water or air pollution). Transit-oriented developments, such as a mixed use residential or commercial area designed to maximize access to public transportation; similar to above criterion, but where the development center is within one half mile of a mass transit center (e.g. bus, rail, light rail or commuter train station). Such projects would not be able to take credit for both categories, but may have greater credit assigned Redevelopment projects in an established historic district, historic preservation area, or similar significant city area including core City Center areas (to be defined through mapping). Developments with dedication of undeveloped portions to parks, preservation areas and other pervious uses. Developments in a city center area. Developments in historic districts or historic preservation areas. Live-work developments, a variety of developments designed to support residential and vocational needs together – similar to criteria to mixed use development; would not be able to take credit for both categories. In-fill projects, the conversion of empty lots and other underused spaces into more beneficially used spaces, such as residential or commercial areas. Calculation of Water Quality Credits (if applicable) This project does not qualify for the water quality credits listed above. IV.4.3 Treatment Control BMPs Since the project is fully treated using Hydrologic Source Controls and Bioretention planter boxes, utilization of Treatment Control BMPs is not required. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section IV Page 28 Treatment Control BMPs BMP Name BMP Description IV.4.4 Regional/Sub-Regional LID BMPs This project will not participate in Regional/Sub-Regional LID BMPs since the full DCV can be treated using LID BMPs. Regional/Sub-Regional LID BMPs IV.4.5 Other Alternative Compliance Measures This project will not make use of other alternative compliance measures since the full DCV can be treated using LID BMPs. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section VI Page 29 Section V Inspection/Maintenance Responsibility for BMPs BMP Inspection/Maintenance BMP Reponsible Party(s) Inspection/ Maintenance Activities Required Minimum Frequency of Activities BIO-1 Bio-retention with underdrains (Enclosed Planter Box) Owner or contracted maintenance personnel Visual Inspection, keep free of debris, perform more thorough inspection after storm events. Media (Gravel & soils mixtures) Replacement every 5-10 years 1” – 2” of mulch to be added On-going during rainy season; and, periodically during the summer months. Media (Gravel & soils mixtures) Replacement every 5-10 years 1” - 2” of mulch to be added annually N-11Litter Control Owner or contracted maintenance personnel Remove and properly dispose of litter. Weekly N-14Catch BasinInspection Owner or contracted maintenance personnel Inspect catch basins and grates. Remove accumulated debris. Weekly S-3Trash & WasteStorage Area Owner or contracted maintenance personnel Clean waste storage areas. Weekly. S-4EfficientIrrigation Owner or contracted maintenance personnel Ensure proper operation of all system components and replace as required. Weekly. Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section VI Page 30 Section VI Site Plan and Drainage Plan VI.1 SITE PLAN AND DRAINAGE PLAN Include a site plan and drainage plan sheet set containing the following minimum information: •Project location •Site boundary •Land uses and land covers, as applicable •Suitability/feasibility constraints •Structural BMP locations •Drainage delineations and flow information •Drainage connections •BMP details VI.2 ELECTRONIC DATA SUBMITTAL The minimum requirement is to provide submittal of PDF exhibits in addition to hard copies. Format must not require specialized software to open. OCEAN BOULEVARD WAY LANESH E L L L A N E N5 0 ° 0 0 ' 0 0 " W 6 7 . 6 9 ' N26°48'09"E 136 . 1 0 ' 84.98' N40°00' 0 0 " E 72.47' N20°05'00"E 116.89' 94 . 5 9 ' N10°32'18"E N4 9 ° 3 3 ' 5 2 " W BLOCK 33 CORONA DEL MAR M.M. 3/42 B RE 19 T/SLAB=12.71 PAD=11.21 T/SLAB=20.25 PAD=18.75 T/SLAB=20.25 PAD=18.75 JOB NO. SHEET 1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G STORMWATER QUALITY OF PLANS PREPARED BY: PREPARED FOR: AP V D . D A T E R E V I S I O N S BY D A T E APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: 1"=8' N/A4/27/2021 12/15/22 O.R. C.R. C.R. 22223 1 1 1 27 4 1 O C E A N B L V D BL O C K 3 3 , C O R O N A D E L M A R M . M . 3 / 4 2 27 4 1 O C E A N B O U L E V A R D , N E W P O R T B E A C H , C A WQ M P S I T E P L A N WQMP LEGEND RUNOFF FLOW DIRECTION PROPOSED DOWNSPOUT PROPOSED INFLOW DRAIN LINE PROPOSED DRAIN INLETS DRAINAGE BOUNDARY PROPOSED ONSITE LANDSCAPE AREA PROPOSED BUILDING PROPOSED CONCRETE PAVING PROPOSED DRAINLINE FOR SLOPE PICKUP ENCLOSED PLANTER BOX STRUCTURAL SOURCE CONTROL NOTE: 1 THE IRRIGATION SYSTEM TO BE DESIGNED AND CONSTRUCTED TO FACILITATE IRRIGATION AND VOID OVER-WATERING. THE USE OF AN AUTOMATED TIMER SYSTEM WILL CONTROL VALVE RUN TIMES, AND LOW PRECIPITATION HEADS WILL MINIMIZE THE AMOUNT OF WATER ENTERING THE LANDSCAPE AREAS. THE SYSTEM SHALL BE EQUIPPED WITH A MOISTURE DETECTION SYSTEM AND/OR RAIN SHUT-OFF TRIGGER(S) TO AVOID UNNECESSARY IRRIGATION. THE USE OF DROUGHT-TOLERANT PLANT MATERIALS, AND THE GROUPING OF DIFFERENT SPECIES WITH SIMILAR WATERING REQUIREMENTS, WILL HELP TO REDUCE THE AMOUNT OF IRRIGATION NEEDED TO MAINTAIN HEALTHY VEGETATION ON SITE. BMP TABLE (BIORETENTION PLANTER BOXES) ON-SITE PROJECT INFORMATION: DETAIL STORMWATER PLANTER BOX Water Quality Management Plan (WQMP) 2741 Ocean Blvd, Newport Beach, California Blues 1905, LLC Section VII Page 31 Section VII Educational Materials Refer to the Orange County Stormwater Program (ocwatersheds.com) for a library of materials available. For the copy submitted to the Permittee, only attach the educational materials specifically applicable to the project. Other materials specific to the project may be included as well and must be attached. Education Materials Residential Material (http://www.ocwatersheds.com) Check If Applicable Business Material (http://www.ocwatersheds.com) Check If Applicable The Ocean Begins at Your Front Door Tips for the Automotive Industry Tips for Car Wash Fund-raisers Tips for Using Concrete and Mortar Tips for the Home Mechanic Tips for the Food Service Industry Homeowners Guide for Sustainable Water Use Proper Maintenance Practices for Your Business Household Tips Compliance BMPs for Mobile Businesses Proper Disposal of Household Hazardous Waste Other Material Check If Attached Recycle at Your Local Used Oil Collection Center (North County) Recycle at Your Local Used Oil Collection Center (Central County) Recycle at Your Local Used Oil Collection Center (South County) Tips for Maintaining a Septic Tank System Responsible Pest Control Sewer Spill Tips for the Home Improvement Projects Tips for Horse Care Tips for Landscaping and Gardening Tips for Pet Care Tips for Projects Using Paint ATTACHMENT A BMP Fact Sheet TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-50 December 20, 2013 XIV.5. Biotreatment BMP Fact Sheets (BIO) Conceptual criteria for biotreatment BMP selection, design, and maintenance are contained in Appendix XII. These criteria are generally applicable to the design of biotreatment BMPs in Orange County and BMP-specific guidance is provided in the following fact sheets. 24 Note: Biotreatment BMPs shall be designed to provide the maximum feasible infiltration and ET based on criteria contained in Appendix XI.2. BIO-1: Bioretention with Underdrains Bioretention stormwater treatment facilities are landscaped shallow depressions that capture and filter stormwater runoff. These facilities function as a soil and plant-based filtration device that removes pollutants through a variety of physical, biological, and chemical treatment processes. The facilities normally consist of a ponding area, mulch layer, planting soils, and plants. As stormwater passes down through the planting soil, pollutants are filtered, adsorbed, biodegraded, and sequestered by the soil and plants. Bioretention with an underdrain are utilized for areas with low permeability native soils or steep slopes where the underdrain system that routes the treated runoff to the storm drain system rather than depending entirely on infiltration. Bioretention must be designed without an underdrain in areas of high soil permeability. Feasibility Screening Considerations x If there are no hazards associated with infiltration (such as groundwater concerns, contaminant plumes or geotechnical concerns), bioinfiltration facilities, which achieve partial infiltration, should be used to maximize infiltration. 24 Not all BMPs presented in this section are considered “biofiltration BMPs” under the South Orange County Permit Area. Biofiltration BMPs are vegetated treat-and-release BMPs that filter stormwater through amended soil media that is biologically active, support plant growth, and also promote infiltration and/or evapotranspiration. For projects in South Orange County, the total volume of storage in surface ponding and pores spaces is required to be at least 75% of the remaining DCV that the biofiltration BMP is designed to address. This prevents significant down- sizing of BMPs which otherwise may be possible via routing calculations. Biotreatment BMPs that do not meet this definition are not considered to be LID BMPs, but may be used as treatment control or pre-treatment BMPs. See Section III.7 and Worksheet SOC-1 for guidance. Also known as: ¾Rain gardens with underdrains ¾Vegetated media filter ¾Downspout planter boxes Bioretention Source: Geosyntec Consultants TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-51 December 20, 2013 x Bioretention with underdrain facilities should be lined if contaminant plumes or geotechnical concerns exist. If high groundwater is the reason for infiltration infeasibility, bioretention facilities with underdrains do not need to be lined. Opportunity Criteria x Land use may include commercial, residential, mixed use, institutional, and subdivisions. Bioretention may also be applied in parking lot islands, cul-de-sacs, traffic circles, road shoulders, road medians, and next to buildings in planter boxes. x Drainage area is ≤ 5 acres. x Area is available for infiltration. x Site must have adequate relief between land surface and the stormwater conveyance system to permit vertical percolation through the soil media and collection and conveyance in underdrain to stormwater conveyance system. OC-Specific Design Criteria and Considerations □ Ponding depth should not exceed 18 inches; fencing may be required if ponding depth is greater than 6 inches to mitigate drowning. □ The minimum soil depth is 2 feet (3 feet is preferred). □ The maximum drawdown time of the bioretention ponding area is 48 hours. The maximum drawdown time of the planting media and gravel drainage layer is 96 hours, if applicable. □ Infiltration pathways may need to be restricted due to the close proximity of roads, foundations, or other infrastructure. A geomembrane liner, or other equivalent water proofing, may be placed along the vertical walls to reduce lateral flows. This liner should have a minimum thickness of 30 mils. □ If infiltration in bioretention location is hazardous due to groundwater or geotechnical concerns, a geomembrane liner must be installed at the base of the bioretention facility. This liner should have a minimum thickness of 30 mils. □ The planting media placed in the cell shall be designed per the recommendations contained in MISC-1: Planting/Storage Media □ Plant materials should be tolerant of summer drought, ponding fluctuations, and saturated soil conditions for 48 hours; native place species and/or hardy cultivars that are not invasive and do not require chemical inputs should be used to the maximum extent feasible □ The bioretention area should be covered with 2-4 inches (average 3 inches) or mulch at the start and an additional placement of 1-2 inches of mulch should be added annually. □ Underdrain should be sized with a 6 inch minimum diameter and have a 0.5% minimum slope. Underdrain should be slotted polyvinyl chloride (PVC) pipe; underdrain pipe should be more than 5 feet from tree locations (if space allows). □ A gravel blanket or bedding is required for the underdrain pipe(s). At least 0.5 feet of washed aggregate must be placed below, to the top, and to the sides of the underdrain pipe(s). □ An overflow device is required at the top of the bioretention area ponding depth. □ Dispersed flow or energy dissipation (i.e. splash rocks) for piped inlets should be provided at basin inlet to prevent erosion. □ Ponding area side slopes shall be no steeper than 3:1 (H:V) unless designed as a planter box BMP with appropriate consideration for trip and fall hazards. TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-52 December 20, 2013 Simple Sizing Method for Bioretention with Underdrain If the Simple Design Capture Volume Sizing Method described in Appendix III.3.1 is used to size a bioretention with underdrain facility, the user selects the basin depth and then determines the appropriate surface area to capture the DCV. The sizing steps are as follows: Step 1: Determine DCV Calculate the DCV using the Simple Design Capture Volume Sizing Method described in Appendix III.3.1. Step 2: Verify that the Ponding Depth will Draw Down within 48 Hours The ponding area drawdown time can be calculated using the following equation: DDP = (dP / KMEDIA) × 12 in/ft Where: DDP = time to drain ponded water, hours dP = depth of ponding above bioretention area, ft (not to exceed 1.5 ft) KMEDIA = media design infiltration rate, in/hr (equivalent to the media hydraulic conductivity with a factor of safety of 2; KMEDIA of 2.5 in/hr should be used unless other information is available) If the drawdown time exceeds 48 hours, adjust ponding depth and/or media infiltration rate until 48 hour drawdown time is achieved. Step 3: Determine the Depth of Water Filtered During Design Capture Storm The depth of water filtered during the design capture storm can be estimated as the amount routed through the media during the storm, or the ponding depth, whichever is smaller. dFILTERED = Minimum [ ((KMEDIA × TROUTING)/12), dP] Where: dFILTERED = depth of water that may be considered to be filtered during the design storm event, ft KMEDIA = media design infiltration rate, in/hr (equivalent to the media hydraulic conductivity with a factor of safety of 2; KMEDIA of 2.5 in/hr should be used unless other information is available) TROUTING = storm duration that may be assumed for routing calculations; this should be assumed to be no greater than 3 hours. If the designer desires to account for further routing effects, the Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs (See Appendix III.3.2) should be used. dP = depth of ponding above bioretention area, ft (not to exceed 1.5 ft) Step 4: Determine the Facility Surface Area A = DCV/ (dP + dFILTERED) Where: A = required area of bioretention facility, sq-ft DCV = design capture volume, cu-ft dFILTERED = depth of water that may be considered to be filtered during the design storm event, ft dP = depth of ponding above bioretention area, ft (not to exceed 1.5 ft) In South Orange County, the provided ponding plus pore volume must be checked to demonstrate that it is greater than 0.75 of the remaining DCV that this BMP is designed to address. See Section III.7 and Worksheet SOC-1. TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-53 December 20, 2013 Capture Efficiency Method for Bioretention with Underdrains If the bioretention geometry has already been defined and the user wishes to account more explicitly for routing, the user can determine the required footprint area using the Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs (See Appendix III.3.2) to determine the fraction of the DCV that must be provided to manage 80 percent of average annual runoff volume. This method accounts for drawdown time different than 48 hours. Step 1: Determine the drawdown time associated with the selected basin geometry DD = (dp / KDESIGN) × 12 in/ft Where: DD = time to completely drain infiltration basin ponding depth, hours dP = bioretention ponding depth, ft (should be less than or equal to 1.5 ft) KDESIGN = design media infiltration rate, in/hr (assume 2.5 inches per hour unless otherwise proposed) If drawdown is less than 3 hours, the drawdown time should be rounded to 3 hours or the Capture Efficiency Method for Flow-based BMPs (See Appendix III.3.3) shall be used. Step 2: Determine the Required Adjusted DCV for this Drawdown Time Use the Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs (See Appendix III.3.2) to calculate the fraction of the DCV the basin must hold to achieve 80 percent capture of average annual stormwater runoff volume based on the basin drawdown time calculated above. Step 3: Determine the Basin Infiltrating Area Needed The required infiltrating area (i.e. the surface area of the top of the media layer) can be calculated using the following equation: A = Design Volume / dp Where: A = required infiltrating area, sq-ft (measured at the media surface) Design Volume = fraction of DCV, adjusted for drawdown, cu-ft (see Step 2) dp = ponding depth of water stored in bioretention area, ft (from Step 1) This does not include the side slopes, access roads, etc. which would increase bioretention footprint. If the area required is greater than the selected basin area, adjust surface area or adjust ponding depth and recalculate required area until the required area is achieved. In South Orange County, the provided ponding plus pore volume must be checked to demonstrate that it is greater than 0.75 of the remaining DCV that this BMP is designed to address. See Section III.7 and Worksheet SOC-1. Configuration for Use in a Treatment Train x Bioretention areas may be preceeded in a treatment train by HSCs in the drainage area, which would reduce the required design volume of the bioretention cell. For example, bioretention could be used to manage overflow from a cistern. x Bioretention areas can be used to provide pretreatment for underground infiltration systems. Additional References for Design Guidance x CASQA BMP Handbook for New and Redevelopment: http://www.cabmphandbooks.com/Documents/Development/TC-32.pdf TECHNICAL GUIDANCE DOCUMENT APPENDICES XIV-54 December 20, 2013 x SMC LID Manual (pp 68): http://www.lowimpactdevelopment.org/guest75/pub/All_Projects/SoCal_LID_Manual/SoCalL ID_Manual_FINAL_040910.pdf x Los Angeles County Stormwater BMP Design and Maintenance Manual, Chapter 5: http://dpw.lacounty.gov/DES/design_manuals/StormwaterBMPDesignandMaintenance.pdf x San Diego County LID Handbook Appendix 4 (Factsheet 7): http://www.sdcounty.ca.gov/dplu/docs/LID-Appendices.pdf Los Angeles Unified School District (LAUSD) Stormwater Technical Manual, Chapter 4: http://www.laschools.org/employee/design/fs-studies-and- reports/download/white_paper_report_material/Storm_Water_Technical_Manual_2009-opt- red.pdf?version_id=76975850 x County of Los Angeles Low Impact Development Standards Manual, Chapter 5: http://dpw.lacounty.gov/wmd/LA_County_LID_Manual.pdf ATTACHMENT B Educational Materials Help Prevent Ocean Pollution: For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline at 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. The tips contained in this brochure provide useful information to help prevent water pollution while performing home improvement projects. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many common activities can lead to water pollution if you’re not careful. Home improvement projects and work sites must be maintained to ensure that building materials do not enter the street, gutter or storm drain. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never dump building materials into the ocean, so don’t let them enter the storm drains. Follow these tips to help prevent water pollution. Printed on Recycled Paper Tips for Pool Maintenance When permanently removing large quantities of soil, a disposal location must be found prior to excavation. Numerous businesses are available to handle disposal needs. For disposal options, visit www.ciwmb.ca.gov/SWIS. Prevent erosion by planting fast-growing annual and perennial grasses. They will shield and bind the soil. Recycle Use a construction and demolition recycling company to recycle lumber, paper, cardboard, metals, masonry (bricks, concrete, etc.), carpet, plastic, pipes (plastic, metal and clay), drywall, rocks, dirt and green waste. For a listing of construction and demolition recycling locations in your area, visit www.ciwmb.ca.gov/recycle. Spills Clean up spills immediately by using an absorbent material such as cat litter, then sweep it up and dispose of it in the trash. Immediately report spills that have entered the street, gutter or storm drain to the County’s 24-Hour Water Pollution Problem Reporting Hotline at 1-877-897-7455 or visit www.ocwatersheds.com to fill out an incident reporting form. Home improvement projects can cause significant damage to the environment. Whether you hire a contractor or work on the house yourself, it is important to follow these simple tips while renovating, remodeling or improving your home: General Construction Schedule projects for dry weather. Keep all construction debris away from the street, gutter and storm drain. Store materials under cover with temporary roofs or plastic sheets to eliminate or reduce the possibility that rainfall, runoff or wind will carry materials from the project site to the street, storm drain or adjacent properties. Building Materials Never hose materials into a street, gutter or storm drain. Exposed piles of construction material should not be stored on the street or sidewalk. Minimize waste by ordering only the amount of materials needed to complete the job. Do not mix more fresh concrete than is needed for each project. Wash concrete mixers and equipment in a designated washout area where the water can flow into a containment area or onto dirt. Dispose of small amounts of dry excess materials in the trash. Powdery waste, such as dry concrete, must be properly contained within a box or bag prior to disposal. Call your local trash hauler for weight and size limits. Paint Measure the room or object to be painted, then buy only the amount needed. Place the lid on firmly and store the paint can upside- down in a dry location away from the elements. Tools such as brushes, buckets and rags should never be washed where excess water can drain into the street, gutter or storm drain. All tools should be rinsed in a sink connected to the sanitary sewer. When disposing of paint, never put wet paint in the trash. Dispose of water-based paint by removing the lid and letting it dry in the can. Large amounts must be taken to a Household Hazardous Waste Collection Center (HHWCC). Oil-based paint is a household hazardous waste. All leftover paint should be taken to a HHWCC. For HHWCC locations and hours, call (714) 834-6752 or visit www.oclandfills.com. Erosion Control Schedule grading and excavation projects for dry weather. When temporarily removing soil, pile it in a contained, covered area where it cannot spill into the street, or obtain the required temporary encroachment or street closure permit and follow the conditions instructed by the permit. Tips for Home Improvement Projects Do your part to prevent water pollution in our creeks, rivers, bays and ocean. Clean beaches and healthy creeks, rivers, bays, and ocean are important to Orange County. However, many common household activities can lead to water pollution if you’re not careful. Litter, oil, chemicals and other substances that are left on your yard or driveway can be blown or washed into storm drains that flow to the ocean. Over-watering your lawn and washing your car can also flush materials into the storm drains. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated. You would never pour soap, fertilizers or oil into the ocean, so don’t let them enter streets, gutters or storm drains. Follow the easy tips in this brochure to help prevent water pollution.GENUINERECYCLEDPAPER 50% PRE-CONSUMERAND15% POST-CONSUMER REMEMBER THE WATER IN YOUR STORM DRAIN IS NOT TREATED BEFORE IT ENTERS OUR WATERWAYS The Ocean Begins at Your Front Door For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. The tips contained in this brochure provide useful information to help prevent water pollution while performing everyday household activities. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Help Prevent Ocean Pollution: Household Tips Gardening Activities �Follow directions on pesticides and fertilizers, (measure, do not estimate amounts) and do not use if rain is predicted within 48 hours. �Water your lawn and garden by hand to control the amount of water you use. Set irrigation systems to reflect seasonal water needs. If water flows off your yard and onto your driveway or sidewalk, your system is over-watering. �Mulch clippings or leave them on the lawn. If necessary, dispose in a green waste container. �Cultivate your garden often to control weeds. Washing and Maintaining Your Car �Take your car to a commercial car wash whenever possible. �Choose soaps, cleaners, or detergents labeled “non-toxic,” “phosphate free” or “biodegradable.” Vegetable and citrus- based products are typically safest for the environment, but even these should not be allowed into the storm drain. �Shake floor mats into a trash can or vacuum to clean. �Do not use acid-based wheel cleaners and “hose off” engine degreasers at home. They can be used at a commercial facility, which can properly process the washwater. �Do not dump washwater onto your driveway, sidewalk, street, gutter or storm drain.Excess washwater shouldbe disposed of in the sanitary sewers (through a sink, or toilet) or onto an absorbent surface like your lawn. �Use a nozzle to turn off water when not actively washing down automobile. �Monitor vehicles for leaks and place pans under leaks. Keep your car well maintained to stop and prevent leaks. �Use cat litter or other absorbents and sweep to remove any materials deposited by vehicles. Contain sweepings anddispose of at a HHWCC. �Perform automobile repair and maintenance under a covered area and use drip pans or plastic sheeting to keep spills and waste material from reaching storm drains. �Never pour oil or antifreeze in thestreet, gutter or storm drains. Recycle these substances at a service station, HHWCC, or used oil recycling center. For the nearest Used Oil Collection Center call 1-800-CLEANUP or visit www.ciwmb.ca.gov/UsedOil. Pollution Prevention Household Activities �Do not rinse spills with water!Sweep outdoor spills and dispose of in the trash. For wet spills like oil, apply cat litter or another absorbent material, then sweep and bring to a household hazardous waste collection center (HHWCC). �Securely cover trash cans. �Take household hazardous waste to a house- hold hazardous waste collection center. �Store household hazardous waste in closed, labeled containers inside or under a cover. �Do not hose down your driveway, sidewalk or patio. Sweep up debris and dispose of in trash. �Always pick up after your pet. Flush waste down the toilet or dispose of in the trash. �Bathe pets indoors or have them professionally groomed. Household Hazardous Wastes include: �Batteries �Paint thinners, paint strippers and removers �Adhesives �Drain openers �Oven cleaners �Wood and metal cleaners and polishes �Herbicides and pesticides �Fungicides/wood preservatives �Automotive fluids and products �Grease and rust solvents �Thermometers and other productscontaining mercury �Fluorescent lamps �Cathode ray tubes, e.g. TVs, computermonitors �Pool and spa chemicals For locations and hours of Household Hazardous Waste Collection Centers in Anaheim, Huntington Beach, Irvine and San Juan Capistrano, call (714)834-6752 or visit www.oclandfills.com. Help Prevent Ocean Pollution: Recycle at Your Local Used Oil Collection Center SOUTH COUNTY For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.watersheds.com. For information about the proper disposal of household hazardous waste, call the Household Waste Hotline at (714) 834-6752 or visit www.oclandfills.com. For additional information about the nearest oil recycling center, call the Used Oil Program at 1-800-CLEANUP or visit www.cleanup.org. Did you know that just one quart of oil can pollute 250,000 gallons of water? A clean ocean and healthy creeks, rivers, bays and beaches are important to Orange County. However, not properly disposing of used oil can lead to water pollution. If you pour or drain oil onto driveways, sidewalks or streets, it can be washed into the storm drain. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering the ocean. Help prevent water pollution by taking your used oil to a used oil collection center. Included in this brochure is a list of locations that will accept up to five gallons of used motor oil at no cost. Many also accept used oil filters. Please contact the facility before delivering your used oil. This listing of companies is for your reference and does not constitute a recommendation or endorsement of the company. Please note that used oil filters may not be disposed of with regular household trash. They must be taken to a household hazardous waste collection or recycling center in Anaheim, Huntington Beach, Irvine or San Juan Capistrano. For information about these centers, visit www.oclandfills.com. Please do not mix your oil with other substances! The Ocean Begins at Your Front Door ALISO VIEJO Big O Tires 27812 Aliso Creek Rd, Suite E-100 (949) 362-4225 Econo Lube N’ Tune 22932 Glenwood Dr. (949) 643-9667 Jiffy Lube 27832 Aliso Creek Road (949) 362-0005 Pep Boys 26881 Aliso Creek Road (949) 362-9254 DANA POINT Dana Point Fuel Dock 34661 Puerto Pl. (949) 496-6113 EZ Lube Inc. 34242 Doheny Park Rd. (949) 477-1223 FOOTHILL RANCH USA Express Tire & Service 26492 Town Center Dr. (714) 826-1001 LAGUNA BEACH USA Express Tire & Service Inc. 350 Broadway (949) 494-7111 LAKE FOREST Big O Tires 20742 Lake Forest Dr. (949) 443-4155 EZ Lube 26731 Rancho Parkway (949) 465-9912 Firestone Store 24421 Rockfield Blvd. (949) 581-2660 Jiffy Lube 20781 Lake Forest Dr. (949) 583-0470 Kragen Auto Parts 24601 Raymond Way (949) 829-8292 Pep Boys 22671 Lake Forest Dr. (949) 855-9593 Ryan’s Foothill Ranch Transmission 20622 Pascal Way (949) 770-6888 USA Express Tire & Service 24561 Trabuco Rd (949) 454-8001 LAGUNA NIGUEL Econo Lube N Tune 27912 Forbes Rd. (949) 364-5833 Laguna Niguel Auto Center 26042 Cape Dr. #12 (949) 582-2191 LAGUNA HILLS David J Phillips Buick 24888 Alicia Pkwy. (949) 831-0434 Oilmax 10 Minute Lube 25800 Jeronimo Rd. #300 (949) 859-9271 Ramona Auto Service 27210 La Paz Rd.(949) 583-1233 RANCHO SANTA MARGARITA Jiffy Lube 23401 Antonio Parkway (949) 589-7447 SAN CLEMENTE EZ Lube 525 Avenida Pico (949) 940-1850 Kragen Auto Parts 1113 S. El Camino Real (949) 492-9850 Kragen Auto Parts 400 Camino de Estrella (949) 240-9195 San Clemente Car Wash & Oil 1731 N. El Camino Real (949) 847-4924 SAN JUAN CAPISTRANO Saturn of San Juan Capistrano 33033 Camino Capistrano (949) 248-5411 Texaco Xpress Lube 27201 Ortega Hwy. (949) 489-8008 Used Oil Collection Centers EZ Lube 24281 Moulton Pkwy. (949) 830-9840 EZ Lube 26921 Moulton Pkwy. (949) 751-3436 Kragen Auto Parts 26562 Moulton Ave. (949) 831-0434 Firestone Store 24196 Laguna Hills Mall (949) 581-4700 MISSION VIEJO AAA Complete Auto Care & Tire 27913 Center Street (949) 347-8200 Autobahn West 25800 Jeronimo Rd. Suite 401 (949) 770-2312 Auto Zone 22942 Los Alisos (949) 830-8181 Econo Lube & Tune 25902 El Paseo (949) 582-5483 Jiffy Lube 27240 La Paz Rd. (949) 455-0470 Kragen Auto Parts 24510 Alicia Pkwy.(949) 951-9175 Mission Viejo Chevron 27742 Crown Vly. Pkwy. (949) 364-0137 This information was provided by the County of Orange Integrated Waste Management Department and the California Integrated Waste Management Board (CIWMB). Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many common activities such as pest control can lead to water pollution if you’re not careful. Pesticide treatments must be planned and applied properly to ensure that pesticides do not enter the street, gutter or storm drain. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never dump pesticides into the ocean, so don’t let it enter the storm drains. Pesticides can cause significant damage to our environment if used improperly. If you are thinking of using a pesticide to control a pest, there are some important things to consider. For more information, please call University of California Cooperative Extension Master Gardeners at (714) 708-1646 or visit these Web sites: www.uccemg.org www.ipm.ucdavis.edu For instructions on collecting a specimen sample visit the Orange County Agriculture Commissioner’s website at: http://www.ocagcomm.com/ser_lab.asp To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline at 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. Information From: Cheryl Wilen, Area IPM Advisor; Darren Haver, Watershed Management Advisor; Mary Louise Flint, IPM Education and Publication Director; Pamela M. Geisel, Environmental Horticulture Advisor; Carolyn L. Unruh, University of California Cooperative Extension staff writer. Photos courtesy of the UC Statewide IPM Program and Darren Haver. Funding for this brochure has been provided in full or in part through an agreement with the State Water Resources Control Board (SWRCB) pursuant to the Costa-Machado Water Act of 2000 (Prop. 13). Help Prevent Ocean Pollution: The Ocean Beginsat Your Front Door Responsible Pest Control Printed on Recycled Paper Key Steps to Follow: Step 1: Correctly identify the pest (insect, weed, rodent, or disease) and verify that it is actually causing the problem. This is important because beneficial insects are often mistaken for pests and sprayed with pesticides needlessly. Consult with a Certified Nursery Professional at a local nursery or garden center or send a sample of the pest to the Orange County Agricultural Commissioner’s Office. Determine if the pest is still present – even though you see damage, the pest may have left. Step 2: Determine how many pests are present and causing damage. Small pest populations may be controlled more safely using non- pesticide techniques. These include removing food sources, washing off leaves with a strong stream of water, blocking entry into the home using caulking and replacing problem plants with ones less susceptible to pests. Step 3: If a pesticide must be used, choose the least toxic chemical. Obtain information on the least toxic pesticides that are effective at controlling the target pest from the UC Statewide Integrated Pest Management (IPM) Program’s Web site at www.ipm.ucdavis.edu. Seek out the assistance of a Certified Nursery Professional at a local nursery or garden center when selecting a pesticide. Purchase the smallest amount of pesticide available. Apply the pesticide to the pest during its most vulnerable life stage. This information can be found on the pesticide label. Step 4: Wear appropriate protective clothing. Follow pesticide labels regarding specific types of protective equipment you should wear. Protective clothing should always be washed separately from other clothing. Step 5: Continuously monitor external conditions when applying pesticides such as weather, irrigation, and the presence of children and animals. Never apply pesticides when rain is predicted within the next 48 hours. Also, do not water after applying pesticides unless the directions say it is necessary. Apply pesticides when the air is still; breezy conditions may cause the spray or dust to drift away from your targeted area. In case of an emergency call 911 and/or the regional poison control number at (714) 634-5988 or (800) 544-4404 (CA only). For general questions you may also visit www.calpoison.org. Step 6: In the event of accidental spills, sweep up or use an absorbent agent to remove any excess pesticides. Avoid the use of water. Be prepared. Have a broom, dust pan, or dry absorbent material, such as cat litter, newspapers or paper towels, ready to assist in cleaning up spills. Contain and clean up the spill right away. Place contaminated materials in a doubled plastic bag. All materials used to clean up the spill should be properly disposed of according to your local Household Hazardous Waste Disposal site. Step 7: Properly store and dispose of unused pesticides. Purchase Ready-To- Use (RTU) products to avoid storing large concentrated quantities of pesticides. Store unused chemicals in a locked cabinet. Unused pesticide chemicals may be disposed of at a Household Hazardous Waste Collection Center. Empty pesticide containers should be triple rinsed prior to disposing of them in the trash. Household Hazardous Waste Collection Center(714) 834-6752www.oclandfills.com Integrated Pest Management (IPM) usually combines several least toxic pest control methods for long-term prevention and management of pest problems without harming you, your family, or the environment. Three life stages of the common lady beetle, a beneficial insect. Tips for Pest Control Pet Waste• Pollution: Pet waste carries bacteria through our watersheds and eventually will be washed out to the ocean. This can pose a health risk to swimmers and surfers. • Solution: Pick up after your pets! Trash and Debris• Pollution: Trash and debris can enter waterways by wind, littering and careless maintenance of trash receptacles. Street sweeping collects some of this trash; however, much of what isn’t captured ends up in our storm drain system where it flows untreated out to the ocean. • Solution: Don’t litter and make sure trash containers are properly covered. It is far more expensive to clean up the litter and trash that ends up in our waterways than it is to prevent it in the first place. Come out to one of Orange County’s many locations for Coastal and Inner-Coastal Cleanup Day, which is held in September. Motor Oil / Vehicle Fluids• Pollution: Oil and petroleum products from our vehicles are toxic to people, wildlife and plants. • Solution: Fix any leaks from your vehicle and keep the maintenance up on your car. Use absorbent material such as cat litter on oil spills, then sweep it up and dispose of it in the trash. Recycle used motor oil at a local Household Hazardous Waste Collection Center. Low Impact Development, Water Conservation & Pollution Prevention The Ocean Begins at Your Front Door DID YOU KNOW? Homeowners Guide for Sustainable Water Use A TEAM EFFORT The Orange County Stormwater Program has teamed with the Municipal Water District of Orange County (MWDOC) and the University of California Cooperative Extension Program (UCCE) to develop this pamphlet. Low Impact Development (LID) and sustainable water use prevents water pollution and conserves water for drinking and reuse. Reducing your water use and the amount of water flowing from your home protects the environment and saves you money. Thank you for making water protection a priority! For more information, please visit www.ocwatersheds. com/publiced/ www.mwdoc.com www.uccemg.com Pesticides and Fertilizer • Pollution: The same pesticides that are designed to be toxic to pests can have an equally lethal impact on our marine life. The same fertilizer that promotes plant growth in lawns and gardens can also create nuisance algae blooms, which remove oxygen from the water and clog waterways when it decomposes. • Solution: Never use pesticides or fertilizer within 48 hours of an anticipated rainstorm. Use only as much as is directed on the label and keep it off driveways and sidewalks. Dirt and Sediment• Pollution: Dirt or sediment can impede the flow of the stormwater and negatively impact stream habitat as it travels through waterways and deposits downstream. Pollutants can attach to sediment, which can then be transported through our waterways. • Solution: Protect dirt stockpiles by covering them with tarps or secure plastic sheets to prevent wind or rain from allowing dirt or sediment to enter the storm drain system. Metals• Pollution: Metals and other toxins present in car wash water can harm important plankton, which forms the base of the aquatic food chain. • Solution: Take your car to a commercial car wash where the wash water is captured and treated at a local wastewater treatment plant. The Pollution SolutionSeveral residential activities can result in water pollution. Among these activities are car washing and hosing off driveways and sidewalks. Both activities can waste water and result in excess runoff. Water conservation methods described in this pamphlet can prevent considerable amounts of runoff and conserve water. By taking your car to a commercial car wash and by sweeping driveways and sidewalks, you can further prevent the transport of pollutants to Orange County waterways. Here are some of the common pollutants for which you can be part of the solution: To report a spill, call the Orange County 24-Hour Water Pollution Prevention Reporting Hotline at 1-877-89-SPILL \ (1-877-897-7455) Special Thanks to The City of Los Angeles Stormwater Program for the use of its artwork The Metropolitan Water District of Southern California for the use of the California- Friendly Plant and Native Habitat photosDid you know that most of the pollution found in our waterways is not from a single source, but from a “non-point” source meaning the accumulation of pollution from residents and businesses throughout the community OPTIONS FOR RAINWATER HARvESTINg AND REUSE Rainwater harvesting is a great way to save money, prevent pollution and reduce potable water use. To harvest your rainwater, simply redirect the runoff from roofs and downspouts to rain barrels. Rain gardens are another option; these reduce runoff as well as encourage infiltration. Downspout Disconnection/RedirectionDisconnecting downspouts from pipes running to the gutter prevents runoff from transporting pollutants to the storm drain. Once disconnected, downspouts can be redirected to rain gardens or other vegetated areas, or be connected to a rain barrel. Rain BarrelsRain barrels capture rainwater flow from roofs for reuse in landscape irrigation. Capacity of rain barrels needed for your home will depend on the amount of roof area and rainfall received. When purchasing your rain barrel, make sure it includes a screen, a spigot to siphon water for use, an overflow tube to allow for excess water to run out and a connector if you wish to connect multiple barrels to add capacity of water storage. Mosquito growth prevention is very important when installing a rain barrel. The best way to prevent mosquito breeding is to eliminate entry points by ensuring all openings are sealed tightly. If these methods are unsuccessful, products are available to kill mosquito larvae, but that are harmless to animals and humans. Regular application of these products is essential. Please visit the Orange County Vector Control website for more information at www.ocvcd.org/mosquitoes3.php. Rain Gardens Rain gardens allow runoff to be directed from your roof downspout into a landscaped area. Vegetation and rocks in the garden will slow the flow of water to allow for infiltration into the soil. Plants and soil particles will absorb pollutants from the roof runoff. By utilizing a native plant palate, rain gardens can be maintained all year with minimal additional irrigation. These plants are adapted to the semi-arid climate of Southern California, require less water and can reduce your water bill. Before modifying your yard to install a rain garden, please consult your local building and/or planning departments to ensure your garden plan follows pertinent building codes and ordinances. Besides codes and ordinances, some home owner associations also have guidelines for yard modifications. If your property is in hill areas or includes engineered slopes, please seek professional advice before proceeding with changes. R U N O F F , R A I N W A T E R A N D R E U S E For information on how to disconnect a downspout or to install and maintain a rain barrel or rain garden at your home, please see the Los Angeles Rainwater Harvesting Program, A Homeowner’s “How-To” Guide, November 2009 at www.larainwaterharvesting.org/ Water runoff from sprinklers left on too long will carry pollutants into our waterways. Permeable pavement allows water runoff to infiltrate through the soil and prevents most pollutants from reaching the storm drain system. What is Low Impact Development (LID)? Low Impact Development (LID) is a method of development that seeks to maintain the natural hydrologic character of an area. LID provides a more sustainable and pollution-preventative approach to water management. New water quality regulations require implementation of LID in larger new developments and encourage implementation of LID and other sustainable practices in existing residential areas. Implementing modifications to your lawn or garden can reduce pollution in our environment, conserve water and reduce your water bill. Where Does Water Runoff Go? Stormwater, or water from rainfall events, and runoff from outdoor water use such as sprinklers and hoses flows from homes directly into catch basins and the storm drain system. After entering the storm drain, the water flows untreated into streams, rivers, bays and ultimately the Pacific Ocean. Runoff can come from lawns, gardens, driveways, sidewalks and roofs. As it flows over hard, impervious surfaces, it picks up pollutants. Some pollutants carried by the water runoff include trash, pet waste, pesticides, fertilizer, motor oil and more. Water Conservation Pollution not only impairs the water quality for habitat and recreation, it can also reduce the water available for reuse. Runoff allowed to soak into the ground is cleaned as it percolates through the soil, replenishing depleted groundwater supplies. Groundwater provides at least 50% of the total water for drinking and other indoor household activities in north and central Orange County. When land is covered with roads, parking lots, homes, etc., there is less land to take in the water and more hard surfaces over which the water can flow. In Orange County, 60-70% of water used by residents and businesses goes to irrigation and other outdoor uses. Reusing rainwater to irrigate our lawn not only reduces the impact of water pollution from runoff, but it also is a great way to conserve our precious water resources and replenish our groundwater basin. Permeable pavement allows water runoff to infiltrate through the soil and prevents most pollutants from reaching the storm drain system. OTHER WATER CONSERvATION ANDPOLLUTION PREvENTION TECHNIqUES Native Vegetation and Maintenance “California Friendly” plants or native vegetation can significantly reduce water use. These plants often require far less fertilizers and pesticides, which are two significant pollutants found in Orange County waterways. Replacing water “thirsty” plants and grass types with water efficient natives is a great way to save water and reduce the need for potentially harmful pesticides and fertilizer. Please see the California Friendly Garden Guide produced by the Metropolitan Water District of Southern California and associated Southern California Water Agencies for a catalog of California friendly plants and other garden resources at www.bewaterwise.com/Gardensoft. Weed Free Yards Weeds are water thieves. They often reproduce quickly and rob your yard of both water and nutrients. Weed your yard by hand if possible. If you use herbicides to control the weeds, use only the amount recommended on the label and never use it if rain is forecast within the next 48 hours. Soil Amendments Soil amendments such as green waste (e.g. grass clippings, compost, etc.) can be a significant source of nutrients and can help keep the soil near the roots of plants moist. However, they can cause algal booms if they get into our waterways, which reduces the amount of oxygen in the water and impacts most aquatic organisms. It is important to apply soil amendments more than 48 hours prior to predicted rainfall. IRRIgATE EFFICIENTLY Smart Irrigation Controllers Smart Irrigation Controllers have internal clocks as well as sensors that will turn off the sprinklers in response to environmental changes. If it is raining, too windy or too cold, the smart irrigation control sprinklers will automatically shut off. Check with your local water agency for available re-bates on irrigation controllers and smart timers. • Aim your sprinklers at your lawn, not the sidewalk –By simply adjusting the direction of your sprinklersyou can save water, prevent water pollution fromrunoff, keep your lawn healthy and save money. •Set a timer for your sprinklers – lawns absorbthe water they need to stay healthy within a fewminutes of turning on the sprinklers. Time yoursprinklers; when water begins running off yourlawn, you can turn them off. Your timer can be setto water your lawn for this duration every time. •Water at Sunrise – Watering early in the morningwill reduce water loss due to evaporation.Additionally, winds tend to die down in the earlymorning so the water will get to the lawn asintended. •Water by hand – Instead of using sprinklers,consider watering your yard by hand. Hand-watering ensures that all plants get the properamount of water and you will prevent any waterrunoff, which wastes water and carries pollutantsinto our waterways. •Fix leaks - Nationwide, households waste onetrillion gallons of water a year to leaks – that isenough water to serve the entire state of Texas fora year. If your garden hose is leaking, replace thenylon or rubber hose washer and ensure a tightconnection. Fix broken sprinklers immediately. ATTACHMENT C Location Map Operations and Maintenance (O&M) Plan Water Quality Management Plan for BLUES 1905, LLC 2741 Ocean Blvd Newport Beach, California 92625 773-961-8453 Block 33 Corona Del Mar M.M. 43/42, APN 052-046-07 Overall Responsible Party/Owner: Blues 1905, LLC Ms Lynnette Miscio (Exec Adm) 5025 Pearl Parkway, Boulder, Co 80301 310-821-1400 Exhibit B, Operations and Maintenance Plan BMP Applicable? Yes/No BMP Name and BMP Implementation, Maintenance and Inspection Procedures Implementation, Maintenance, and Inspection Frequency and Schedule Person or Entity with Operation & Maintenance Responsibility Non-Structural Source Control BMPs Yes N1. Education for Property Owners, Tenants and Occupants Practical information materials will be provided to the first residents/occupants/tenants on general housekeeping practices that contribute to the protection of stormwater quality. These materials will be initially developed and provided to first residents/occupants/tenants by the developer. Owner shall keep up to date with BMP requirements, and be responsible for educating maintenance personnel; As required. Owner No N2. Activity Restrictions Yes N3. Common Area Landscape Management Identify on-going landscape maintenance requirements that are consistent with those in the County Water Conservation Resolution (or city equivalent) that include fertilizer and/or pesticide usage consistent with Management Guidelines for Use of Fertilizers (DAMP Section 5.5). Statements regarding the specific applicable guidelines must be included in the project WQMP. Keep garden areas clean, planted, and weed free. Weekly. Owner or contracted maintenance personnel Yes N4. BMP Maintenance The project WQMP shall identify responsibility for implementation of each non-structural BMP and scheduled cleaning and/or maintenance of all structural BMP facilities. Visual Inspection, perform more thorough inspection if ponding water sits for more than 48 hours. Twice yearly and immediately following each storm event. Owner or contracted maintenance personnel No N5. Title 22 CCR Compliance No N6. Local Water Quality Permit Compliance No N7. Spill Contingency Plan No N8. Underground Storage Tank Compliance No N9. Hazardous Materials Disclosure Compliance No N10. Uniform Fire Code Implementation Exhibit B, Operations and Maintenance Plan Page 2 of 7 BMP Applicable? Yes/No BMP Name and BMP Implementation, Maintenance and Inspection Procedures Implementation, Maintenance, and Inspection Frequency and Schedule Person or Entity with Operation & Maintenance Responsibility Yes N11. Common Area Litter Control The owner may contract with their landscape maintenance firms to provide this service during regularly scheduled maintenance, which should consist of litter patrol, emptying of trash receptacles in common areas, and noting trash disposal violations by tenants/homeowners or businesses and reporting the violations to the owner/POA for investigation. Keep site clean of litter. Weekly. Owner or contracted maintenance personnel No N12. Employee Training No N13. Housekeeping of Loading Docks Yes N14. Common Area Catch Basin Inspection The owner is required to have at least 80 percent of drainage facilities inspected, cleaned and maintained on an annual basis with 100 percent of the facilities included in a two year period. Cleaning should take place in the late summer/early fall prior to the start of the rainy season. Drainage facilities include catch basins (storm drain inlets), detention basins, retention basins, sediment basins, open drainage channels and lift stations. Records should be kept to document the annual maintenance. Inspect drain inlets and catch basins. Keep inlet covers clean. Weekly. Owner or contracted maintenance personnel No N15. Street Sweeping Private Streets and Parking Lots Structural Source Control BMPs Yes S1. Provide Storm Drain System Stenciling and Signage Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified, within the project area with prohibitive language and/or graphical icons, which discourage illegal dumping. Ensure that all catch basins are stencilled “No Dumping – Drains To Ocean.” Owner or contracted maintenance personnel No S2. Design Outdoor Hazardous Material Storage Areas to Reduce Pollutant Introduction Exhibit B, Operations and Maintenance Plan Page 3 of 7 BMP Applicable? Yes/No BMP Name and BMP Implementation, Maintenance and Inspection Procedures Implementation, Maintenance, and Inspection Frequency and Schedule Person or Entity with Operation & Maintenance Responsibility Yes S3. Design Trash Enclosures to Reduce Pollutant Introduction Design trash storage areas to reduce pollutant introduction. All trash container areas shall be paved with an impervious surface, designed not to allow run-on, screened or walled to prevent off-site transport of trash, and be provided with a roof or awning to prevent direct precipitation. Keep trash storage areas clean and orderly. Weekly. Owner or contracted maintenance personnel Yes S4. Use Efficient Irrigation Systems and Landscape Design Projects shall design the timing and application methods of irrigation water to minimize the runoff of excessive irrigation water into the municipal storm drain system. Additionally, permittee shall: Employ rain shutoff devices, design irrigation systems to each landscape areas specific requirements, use flow reducers, group plants with similar water requirements together. Ensure that sprinklers are working properly and minimize unnecessary irrigation. Weekly. Owner or contracted maintenance personnel No S5. Protect Slopes and Channels No S6. Loading Dock Areas No S7. Maintenance Bays and Docks No S8. Vehicle Wash Areas No S9. Outdoor Processing Areas No S10. Equipment Wash Areas No S11. Fueling Areas No S12. Site Design and Landscape Planning No S13. Wash Water Controls for Food Preparation Areas No S14. Community Car Wash Racks Exhibit B, Operations and Maintenance Plan Page 4 of 7 BMP Name and BMP Implementation, Maintenance and Inspection Procedures Implementation, Maintenance, and Inspection Frequency and Schedule Person or Entity with Operation & Maintenance Responsibility Low Impact Development BMPs Enclosed Planter Box (Biotreatment). BIO-1 • Media (gravel, soil mixtures, etc.) replacement • Confirm that the planter box is infiltrating water by checking the ground surface 48 hours after major storm events. • Add 1” – 2” of Mulch • Every 5 – 10 years • On-going, during the rainy season; and, periodically during the summer months • Annually Owner via maintenance contractors Exhibit B, Operations and Maintenance Plan Page 5 of 7 Required Permits This section must list any permits required for the implementation, operation, and maintenance of the BMPs. Possible examples are: •Permits for connection to sanitary sewer •Permits from California Department of Fish and Game •Encroachment permits If no permits are required, a statement to that effect should be made. Forms to Record BMP Implementation, Maintenance, and Inspection The form that will be used to record implementation, maintenance, and inspection of BMPs is attached. Recordkeeping All records must be maintained for at least five (5) years and must be made available for review upon request. RECORD OF BMP IMPLEMENTATION, MAINTENANCE, AND INSPECTION Today’s Date: Name of Person Performing Activity (Printed): Signature: BMP Name (As Shown in O&M Plan) Brief Description of Implementation, Maintenance, and Inspection Activity Performed