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HomeMy WebLinkAboutPA2023-0051_20230222_WQMP dated 2-7-2023 County of Orange/Santa Ana Region Priority Project Water Quality Management Plan (WQMP) Project Name: 413 VIA LIDO SOUD NEWPORT BEACH, CA 92663 APN 423-172-08 Prepared for: Sharona Cohen & Edwin Haronian 413 Via Lido Soud Newport Beach, CA 92663 Prepared by: Core Civil Engineering, Inc 23172 Plaza Pointe Drive, Suite #145 Laguna Hills, CA 92653 (949)954-7158 amir@corestructure.com Feb 7, 2023 Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Soud, Newport Beach, CA 92663 Page i Project Owner’s Certification Planning Application No. (If applicable) Grading Permit No. Tract/Parcel Map and Lot(s) No. Lot 473 in tract No.907 Building Permit No. Address of Project Site and APN (If no address, specify Tract/Parcel Map and Lot Numbers) 413 Via Lido Soud Newport Beach, CA APN 423-172-08 This Water Quality Management Plan (WQMP) has been prepared for Sharona Cohen & Edwin Haronian by Core Civil Engineering. The WQMP is intended to comply with the requirements of the County of Orange 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 , including the ongoing operation and maintenance of all best management practices (BMPs), 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 Santa Ana Region. 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: Sharona Cohen & Edwin Haronian Title Owner Company Address 413 Via Lido Soud, Newport Beach, CA 92663 Email Telephone # I understand my responsibility to implement the provisions of this WQMP including the ongoing operation and maintenance of the best management practices (BMPs) described herein. Owner Signature Date Owner’s Certification Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Page ii Preparer (Engineer): Title Civil Engineer PE Registration # C78194 Company Core Civil Engineering Address 23172 Plaza Pointe Drive, #145, Laguna Hills, CA 92653 Email amir@corestructure.com Telephone # (949)954-7244 I hereby certify that this Water Quality Management Plan is in compliance with, and meets the requirements set forth in, Order No. R8-2009-0030/NPDES No. CAS618030, of the Santa Ana Regional Water Quality Control Board. Preparer Signature Date Place Stamp Here Owner’s Certification Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud Contents Page No. Section I Permit(s) and Water Quality Conditions of Approval or Issuance ........... 1 Section II Project Description .................................................................................. 3 Section III Site Description ....................................................................................... 8 Section IV Best Management Practices (BMPs) ...................................................... 10 Section V Inspection/Maintenance Responsibility for BMPs ................................. 24 Section VI BMP Exhibit (Site Plan) ......................................................................... 25 Section VII Educational Materials ............................................................................ 26 Attachments Attachment A . .................................................................................Educational Materials Attachment B . .........................................................................................Hydrology Study Attachment C . ................................................................................................Soils Report Attachment D . ..................................................... Technical Guidance Document Exhibits Attachment E . ....................................................... Worksheets from Orange County TGD Attachment F. .............................................. Grading Plans and Topographic Survey Map 413 Via Lido Nord, Newport Beach, CA 92663 Table of Contents Page iii Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section I Page 1 Section I Permit(s) and Water Quality Conditions of Approval or Issuance Provide discretionary or grading/building permit information and water quality conditions of approval, or permit issuance, applied to the project. If conditions are unknown, please request applicable conditions from staff. Refer to Section 2.1 in the Technical Guidance Document (TGD) available on the OC Planning website (ocplanning.net). Project Infomation Permit/Application No. (If applicable) Grading or Building Permit No. (If applicable) Address of Project Site (or Tract Map and Lot Number if no address) and APN 413 Via Lido Soud, Newport Beach, CA 92663 (Lot 473, Tract 907) APN 423-172-08 Water Quality Conditions of Approval or Issuance Water Quality Conditions of Approval or Issuance applied to this project. (Please list verbatim.) Impervious surface of 2,500 square feet or more located within or directly adjacent to (within 200 ft.) or discharging directly to receiving water within environmentally sensitive areas (San Diego Creek, Upper and lower Newport Bay, Buck Gully, Los Trankos, Little Corona del Mar Beach, Crystal Cove State Beach) Conceptual WQMP Was a Conceptual Water Quality Management Plan previously approved for this project? No Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section I Page 2 Watershed-Based Plan Conditions Provide applicable conditions from watershed - based plans including WIHMPs and TMDLS. There are currently no approved WIHMPS Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section II Page 3 Section II Project Description II.1 Project Description Provide a detailed project description including:  Project areas;  Land uses;  Land cover;  Design elements;  A general description not broken down by drainage management areas (DMAs). Include attributes relevant to determining applicable source controls. Refer to Section 2.2 in the Technical Guidance Document (TGD) for information that must be included in the project description. Description of Proposed Project Development Category (From Model WQMP, Table 7.11-2; or -3): Impervious surface of 2,500 square feet or more located within or directly adjacent to (within 200 ft.) or discharging directly to receiving water within environmentally sensitive areas (San Diego Creek, Upper and lower Newport Bay, Buck Gully, Los Trankos, Little Corona del Mar Beach, Crystall Cove State Beach) Project Area (ft2): 3,602 Number of Dwelling Units: 1 SIC Code: 1521 Project Area Pervious Impervious Area (acres or sq ft) Percentage Area (acres or sq ft) Percentage Pre-Project Conditions 0 sq ft 0% 3,602 sq ft 100% Post-Project Conditions 122 sq ft 3.4% 3,480 sq ft 96.6% Drainage Patterns/Connections Pre-Development: The bay front site consists of a residential lot located north side of Via Lido Soud, in the City of Newport Beach. The generally rectangular shaped lot is elongated in a north to south direction with topography of the property descending gradually from front to rear on the order of a few feet. However, the grade elevations within the property are relative flat. An about 1.5 feet high concrete stairway exists Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section II Page 4 at southwest corner of the property leading down toward the rear public, concrete sidewalk. The site is currently developed as a two-story, single-family home with associated hardscape improvements surrounding the house. Post-Development: Surface water runoff at the site will be collected by surface drainage inlets at both side yards to subsurface drainage pipes and conveyed toward onsite trench drain systems located at front and rear ends of both side yards. The water will then be conveyed toward bottomless trench drain system located at lower level rear yard covered deck area to discharge collected runoff water onsite. Narrative Project Description: (Use as much space as necessary.) It is proposed to construct a two-story, single-family residence on the 40.02’ x 90’ subject property. Other improvements will consist of a new concrete driveway, hardscape and landscaping. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section II Page 5 II.2 Potential Stormwater Pollutants Determine and list expected stormwater pollutants based on land uses and site activities. Refer to Section 2.2.2 and Table 2.1 in the Technical Guidance Document (TGD) for guidance. Pollutants of Concern Pollutant Check One for each: E=Expected to be of concern N=Not Expected to be of concern Additional Information and Comments Suspended-Solid/ Sediment E X N Nutrients E X N Heavy Metals E N X Pathogens (Bacteria/Virus) E X N Pesticides E X N Oil and Grease E X N Toxic Organic Compounds E N X Trash and Debris E X N II.3 Hydrologic Conditions of Concern Determine if streams located downstream from the project area are potentially susceptible to hydromodification impacts. Refer to Section 2.2.3.1 in the Technical Guidance Document (TGD) for North Orange County or Section 2.2.3.2 for South Orange County. X No – Show map Yes – Describe applicable hydrologic conditions of concern below. Refer to Section 2.2.3 in the Technical Guidance Document (TGD). Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section II Page 6 In the post development conditions, the onsite surface runoff will be collected via 6” diameter drainage inlets and conveyed by 4” diameter Schedule 40 PVC or SDR 35 subsurface drainage pipe system at both side yards and conveyed toward a total of four, 15’ long each, trench drains at front and rear ends of both side yards to infiltrate runoff water onsite. Runoff water will continue to be conveyed down toward a bottomless trench drain system located at the rear yard deck to infiltrate runoff water onsite MEP. Sharona Cohen & Edwin Haronian 413 Via Lido Soud Newport Beach, CA 92663 II.4 Post Development Drainage Characteristics Describe post development drainage characteristics. Refer to Section 2.2.4 in the Technical Guidance Document (TGD). II.5 Property Ownership/Management Describe property ownership/management. Refer to Section 2.2.5 in the Technical Guidance Document (TGD). Figure XVI-3d is included in Attachment D Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section III Page 7 Section III Site Description III.1 Physical Setting Fill out table with relevant information. Refer to Section 2.3.1 in the Technical Guidance Document (TGD). Name of Planned Community/Planning Area (if applicable) n/a Location/Address 413 Via Lido Soud, Newport Beach, CA 92663 APN 423-172-08 General Plan Land Use Designation Single-Family Residence Zoning RM Acreage of Project Site 0.08 Acre Predominant Soil Type Soil Type A per OC Hydrology Manual, Plate B, Hydrological Classification of Soils Soil Type D per Orange County Infiltration Study Map, Figure XVI-2a in TGD. III.2 Site Characteristics Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.2 in the Technical Guidance Document (TGD). Site Characteristics Precipitation Zone 0.67” per Orange County Rainfall Zones Map, Figure XVI-1 of the Technical Guidance Document Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section III Page 8 Topography The bay front site consists of a residential lot located north side of Via Lido Soud, in the City of Newport Beach. The generally rectangular shaped lot is elongated in a north to south direction with topography of the property descending gradually from front to rear on the order of a few feet. The site is currently occupied with a two-story, single- family residence with associated improvements. Drainage Patterns/Connections The proposed new development consists of constructing a new two-story, single-family residence, a new concrete driveway, hardscape, and landscaping. The storm water runoff will be collected into subsurface drainage pipe systems and will be directed toward the proposed four, 15’ long each, trench drains located at both front and rear ends of both side yards to infiltrate the collected runoff water onsite to the MEP. Storm water runoff will then be conveyed in turn toward the proposed bottomless trench drain located at rear yard deck area to infiltrate and discharge runoff water onsite to the MEP. The site belongs to Newport Bay Watershed. Soil Type, Geology, and Infiltration Properties Soil Type A per Orange County Hydrology Manual, Plate B, Hydrological Classification of Soils. Soil Type D per Orange County Infiltration Study Map, XVI-2a in TGD. Per the Preliminary Geotechnical Engineering Investigation Report by Coast Geotechnical, Inc dated March 10, 2022, The earth materials encountered were classified as artificial fill underlain by native soils to the maximum depth explored Artificial fills encountered consisted of slightly silty, fine to medium-grained sand, tan in color, damp and generally loose to medium dense. The fills were encountered to a depth of about 1.5 to 2 feet existing grade in the borings. Native soils encountered consisted of clean, fine to medium-grained sand, light gray tan and dark gray in color, damp to wet and generally medium dense, to maximum depth explored of 12.5 feet. Hydrogeologic (Groundwater) Conditions Per the Preliminary Geotechnical Engineering Investigation Report by Coast Geotechnical, Inc dated March 10, 2022, groundwater was encountered at a depth of 7 feet below existing ground surface. Geotechnical Conditions (relevant to infiltration) Per the Preliminary Geotechnical Engineering Investigation Report by Coast Geotechnical, Inc dated March 10, 2022, The earth materials encountered were classified as artificial fill underlain by native soils to the maximum depth explored Artificial fills encountered consisted of slightly silty, fine to medium-grained sand, tan in color, damp and generally loose to medium dense. The fills were encountered to a depth of about 1.5 to 2 feet existing grade in the borings. Native soils encountered consisted of clean, fine to medium-grained sand, light gray tan and dark gray in color, damp to wet and Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section III Page 9 generally medium dense, to maximum depth explored of 12.5 feet. Groundwater was encountered at a depth of 7 feet below ground surface and could fluctuate due to tidal influences. Off-Site Drainage There are no off-site areas that drain onto the project site. Utility and Infrastructure Information There are existing subsurface utility lines on the property including water, sewer, gas, and electrical lines. III.3 Watershed Description Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.3 in the Technical Guidance Document (TGD). Receiving Waters Newport Bay, Lower 303(d) Listed Impairments Chlordane, Copper, DDT, Indicator Bacteria, Nutrients, PCBs, Pesticides, Sediment Toxicity Applicable TMDLs Copper, Indicator Bacteria, Nutrients, Pesticides, Turbidity/Siltation Pollutants of Concern for the Project Copper, Indicator Bacteria, Nutrients, Pesticides, Suspended Soils, Heavy Metals, Pathogens, Oil and Grease, Toxic Organic compounds, Trash and Debris Environmentally Sensitive and Special Biological Significant Areas The project is not within, adjacent to, nor discharges directly to an ESA. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 10 Section IV Best Management Practices (BMPs) IV. 1 Project Performance Criteria Describe project performance criteria. Several steps must be followed in order to determine what performance criteria will apply to a project. These steps include:  If the project has an approved WIHMP or equivalent, then any watershed specific criteria must be used and the project can evaluate participation in the approved regional or sub- regional opportunities. (Please ask your assigned planner or plan checker regarding whether your project is part of an approved WIHMP or equivalent.)  Determine applicable hydromodification control performance criteria. Refer to Section 7.II- 2.4.2.2 of the Model WQMP.  Determine applicable LID performance criteria. Refer to Section 7.II-2.4.3 of the Model WQMP.  Determine applicable treatment control BMP performance criteria. Refer to Section 7.II-3.2.2 of the Model WQMP.  Calculate the LID design storm capture volume for the project. Refer to Section 7.II-2.4.3 of the Model WQMP. (NOC Permit Area only) Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility criteria or if there are opportunities identified for implementing LID on regional or sub-regional basis? YES NO X If yes, describe WIHMP feasibility criteria or regional/sub-regional LID opportunities. Project Performance Criteria If HCOC exists, list applicable hydromodification control performance criteria (Section 7.II-2.4.2.2 in MWQMP) According to Orange County Model WQMP, 7.II–2.4.2.2, a project does not have an HCOC if either of the following conditions is met: • The volumes and time of concentration of stormwater runoff for the post- development condition do not significantly exceed those of the pre- development condition for a two-year frequency storm event (a difference of five percent or less is considered insignificant). • The site infiltrates at least the runoff from a two-year storm event. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 11 For this project, the calculated volumes and time of concentration of stormwater runoff for the post-development condition are less than those of the pre-development condition for a two-year frequency storm event. Therefore, HCOC does not exist. A copy of the hydrology calculations for a two-year frequency storm event is included in Appendix B. List applicable LID performance criteria (Section 7.II-2.4.3 from MWQMP) Per 7.II-2.4.2.3 of the Model WQMP, the available LID Treatment BMPs to be utilized in reducing the post-development impacts include shallow infiltration, harvest and use, evapotranspiration, or biotreat/biofilter, of the 85th percentile of a 24-hour storm event. Per 7.II-3.2.2 of the Model WQMP, if the LID performance criteria are not feasibly met by retention and/or biotreatment, then sizing of onsite treatment List applicable treatment control BMP performance criteria (Section 7.II-3.2.2 from MWQMP) control BMPs are required. Sizing of these treatment control BMPs will include, if applicable, any Water Quality credits as calculated per the Technical Guidance Document. If the additional required volume cannot be met, however has a medium to high effectiveness for reducing the primary POCs, the project is considered to be in compliance, then a waiver application and participation in an alternative program may be not required. If the cost of providing treatment control BMPs greatly outweighs the pollution control benefits, a waiver of treatment control and LID requirements can be requested. Using the Capture Efficiency Method for Volume-Based BMP Sizing to Calculate LID calculate the runoff volume associated with LID and water quality design design storm storms. capture volume for Project. DCV=C*d*A*43560/12= (0.75 x 0.966 + 0.15)*0.67*0.08*43560/12= 170.2 c.f. There is no HCOC based on hydrology calculations attached. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 12 IV.2. Site Design and Drainage Describe site design and drainage including  A narrative of site design practices utilized or rationale for not using practices;  A narrative of how site is designed to allow BMPs to be incorporated to the MEP  A table of DMA characteristics and list of LID BMPs proposed in each DMA.  Reference to the WQMP “BMP Exhibit.”  Calculation of Design Capture Volume (DCV) for each drainage area.  A listing of GIS coordinates for LID and Treatment Control BMPs. Refer to Section 2.4.2 in the Technical Guidance Document (TGD). The site consists of one (1) Drainage Management Area (DMA #1) as noted below. The proposed DMA was derived from the project’s separately prepared Hydrology Report based on the proposed drainage design. Storm water collected by roof gutter downspouts will be pre-treated by downspout filter boxes prior to discharge to the proposed subsurface drainage system. Runoff water will be collected by surface drainage inlets on both side yards to subsurface yard drainage pipe systems. The subsurface drainage pipes conveyed runoff water to four, 15’ long each, trench drains located at front and rear ends of both side yards to infiltrate runoff water onsite maximum extent possible (MEP). The remaining runoff water if present will be continued to be conveyed down toward a 27’ long bottomless trench drain system located along the center of the rear yard deck to infiltrate runoff water MEP. Surface runoff water collected at rear yard deck will be conveyed down to the bottomless trench drain via three, 10” diameter deck drain with overflow. The site design practices utilized on the project include the following: Minimize Impervious Area: Impervious areas are minimized by the use of minimum allowable driveway and parking requirements, as well as landscaping planters. Maximize Natural Infiltration Capacity: Per the Preliminary Geotechnical Engineering Investigation Report by Coast Geotechnical, Inc dated March 10, 2022, The earth materials encountered were classified as artificial fill underlain by native soils to the maximum depth explored Artificial fills encountered consisted of slightly silty, fine to medium-grained sand, tan in color, damp and generally loose to medium dense. The fills were encountered to a depth of about 1.5 to 2 feet existing grade in the borings. Native soils encountered consisted of clean, fine to medium-grained sand, light gray tan and dark gray in color, damp to wet and generally medium dense, to maximum depth explored of 12.5 feet. Four, 15’ long, 12” wide by 18” deep trench drains and one, 27’ long, 24” wide by 18” deep bottomless trench drain will be utilized to infiltrate runoff water at the site. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 13 Disconnect Impervious Areas: Surface runoff water from impervious areas will be directed to the proposed trench drains at front and rear ends at both side yards and bottomless trench drain at rear yard deck area. Protect existing vegetation or sensitive areas: None on site. Re-vegetate Disturbed Areas: The disturbed areas will be planted with ground cover and a combination of native or drought tolerant plants and trees. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 14 IV.3 LID BMP Selection and Project Conformance Analysis Each sub-section below documents that the proposed design features conform to the applicable project performance criteria via check boxes, tables, calculations, narratives, and/or references to worksheets. Refer to Section 2.4.2.3 in the Technical Guidance Document (TGD) for selecting LID BMPs and Section 2.4.3 in the Technical Guidance Document (TGD) for conducting conformance analysis with project performance criteria. IV.3.1 Hydrologic Source Controls (HSCs) If required HSCs are included, fill out applicable check box forms. If the retention criteria are otherwise met with other LID BMPs, include a statement indicating HSCs not required. Name Included? Localized on-lot infiltration 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: Other: Other: Other: Other: Other: Other: Other: Hydrologic Source Controls (HSCs) are not proposed, i.e. post-construction runoff is not greater than or within 5% of pre-construction runoff based on the Hydrology Study provided. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 15 IV.3.2 Infiltration BMPs Identify infiltration BMPs to be used in project. If design volume cannot be met, state why. 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: Trench drains X Other: Bottomless trench drain X Show calculations below to demonstrate if the LID Design Strom Capture Volume can be met with infiltration BMPs. If not, document how much can be met with infiltration and document why it is not feasible to meet the full volume with infiltration BMPs. See Table 2.7: Infiltration BMP Worksheet from TGD in Attachment E for infiltration feasibility study. Collected roof and surface runoff from the yard areas will be conveyed to the proposed four, 15’ long each, 12” wide by 18” deep trench drains located at front and rear ends of both side yards and conveyed Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 16 IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, describe any evapotranspiration and/or rainwater harvesting BMPs included. Name Included? All HSCs; See Section IV.3.1 Surface-based infiltration BMPs Biotreatment BMPs Above-ground cisterns and basins Underground detention Other: Other: Other: down to the proposed 27’ long, 24” wide by 18” deep bottomless trench drain at lower rear yard deck area. Using Worksheet C from TGD and presented in Attachment E, the storage volume with 48 hour draw down time calculated per Worksheet C is 170.2 cu.ft which exceeds DCV of 170.2 cu.ft. Design infiltration BMPs using four, 15' long each, 12"(W) x 18" (D) trench drains and one, 27' long, 24" (W) x 18" (D) bottomless trench drain. Total areas of trench drains and bottomless trench drain provided is 4x1'x15'+27'x2' = 114 sq. ft. Vproposed = A*Ponding depth (dp) → 114 sq. ft. * (18"/12) ft = 171 cu. ft. > Vdesign = 170.2 cu-ft., OK Thus, the proposed four, 15’ long each, trench drains and one 27’ long bottomless trench drain at the site are sized to fully treat the calculated construction drawdown volume of 171 cu-ft which exceeds the design volume of 170.2 cu-ft. and DCV of 170.2 cu-ft. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 17 Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with evapotranspiration and/or rainwater harvesting BMPs in combination with infiltration BMPs. If not, document below how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories. IV.3.4 Biotreatment BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, and/or evapotranspiration and rainwater harvesting BMPs, describe biotreatment BMPs included. Include sections for selection, suitability, sizing, and infeasibility, as applicable. Name Included? Bioretention with underdrains Stormwater planter boxes with underdrains Rain gardens with underdrains Constructed wetlands Vegetated swales Vegetated filter strips Proprietary vegetated biotreatment systems Wet extended detention basin Dry extended detention basins Other: Other: The project site does not have an irrigation demand large enough to justify partial capture for irrigation demand. See Worksheet J from Section X of the TGD in Attachment E. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 18 Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with infiltration, evapotranspiration, rainwater harvesting and/or biotreatment BMPs. If not, document how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories. IV.3.5 Hydromodification Control BMPs Describe hydromodification control BMPs. See Section 5 of the Technical Guidance Document (TGD). Include sections for selection, suitability, sizing, and infeasibility, as applicable. Detail compliance with Prior Conditions of Approval (if applicable). Hydromodification Control BMPs BMP Name BMP Description Biotreatment BMPs were not used for this project. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 19 Hydromodification Control BMPs were not used for this project. IV.3.6 Regional/Sub-Regional LID BMPs Describe regional/sub-regional LID BMPs in which the project will participate. Refer to Section 7.II- 2.4.3.2 of the Model WQMP. Regional/Sub-Regional LID BMPs N/A IV.3.7 Treatment Control BMPs Treatment control BMPs can only be considered if the project conformance analysis indicates that it is not feasible to retain the full design capture volume with LID BMPs. Describe treatment control BMPs including sections for selection, sizing, and infeasibility, as applicable. Treatment Control BMPs BMP Name BMP Description Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 20 Treatment Control BMPs are not used for this project. V.3.8 Non-structural Source Control BMPs Fill out non-structural source control check box forms or provide a brief narrative explaining if non- structural source controls were not used. 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 X N2 Activity Restrictions X No POA to enforce restrictions N3 Common Area Landscape Management X No common area N4 BMP Maintenance X N5 Title 22 CCR Compliance (How development will comply) X No CCR N6 Local Industrial Permit Compliance X N/A, The site is residential N7 Spill Contingency Plan X No hazardous storage N8 Underground Storage Tank Compliance No underground storage tanks N9 Hazardous Materials Disclosure Compliance X No hazardous materials N10 Uniform Fire Code Implementation X N11 Common Area Litter Control X No common area N12 Employee Training X No employee N13 Housekeeping of Loading Docks X No loading dock N14 Common Area Catch Basin Inspection X No common area catch basin N15 Street Sweeping Private Streets and Parking Lots X No private street N16 Retail Gasoline Outlets X No retail gasoline outlets Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 21 IV.3.9 Structural Source Control BMPs Fill out structural source control check box forms or provide a brief narrative explaining if structural source controls were not used. 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 X S2 Design and construct outdoor material storage areas to reduce pollution introduction X No outdoor material storage areas S3 Design and construct trash and waste storage areas to reduce pollution introduction X S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control X S5 Protect slopes and channels and provide energy dissipation X No slopes and channels Incorporate requirements applicable to individual priority project categories (from SDRWQCB NPDES Permit) X S6 Dock areas X None on site S7 Maintenance bays X None on site S8 Vehicle wash areas X None on site S9 Outdoor processing areas X None on site S10 Equipment wash areas X None on site S11 Fueling areas X None on site S12 Hillside landscaping X None on site S13 Wash water control for food preparation areas X None on site S14 Community car wash racks X None on site Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 22 IV.4 Alternative Compliance Plan (If Applicable) Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.II 3.0 in the WQMP. IV.4.1 Water Quality Credits Determine if water quality credits are applicable for the project. Refer to Section 3.1 of the Model WQMP for description of credits and Appendix VI of the Technical Guidance Document (TGD) for calculation methods for applying water quality 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. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section IV Page 23 IV.4.2 Alternative Compliance Plan Information Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.II 3.0 in the Model WQMP. Calculation of Water Quality Credits (if applicable) N/A Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section V Page 24 Section V Inspection/Maintenance Responsibility for BMPs Fill out information in table below. Prepare and attach an Operation and Maintenance Plan. Identify the funding mechanism through which BMPs will be maintained. Inspection and maintenance records must be kept for a minimum of five years for inspection by the regulatory agencies. Refer to Section 7.II 4.0 in the Model WQMP. BMP Inspection/Maintenance BMP Reponsible Party(s) Inspection/ Maintenance Activities Required Minimum Frequency of Activities Trench Drains Owner Removal of debris, sediments, trash Semi-Annually Bottomless Trench Drain Owner Removal of debris, sediments, trash Semi-Annually Roof Downspout Filter Box Owner Service, Replacement & Disposal Service: Three Times a Year; Replacement & Disposal: Annually Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section VI Page 25 Section VI BMP Exhibit (Site Plan) VI.1 BMP Exhibit (Site Plan) Include a BMP Exhibit (Site Plan), at a size no less than 24” by 36,” which includes the following minimum information:  Insert in the title block (lower right hand corner) of BMP Exhibit: the WQMP Number (assigned by staff) and the grading/building or Planning Application permit numbers  Project location (address, tract/lot number(s), etc.)  Site boundary  Land uses and land covers, as applicable  Suitability/feasibility constraints  Structural BMP locations  Drainage delineations and flow information  Delineate the area being treated by each structural BMP  GIS coordinates for LID and Treatment Control BMPs  Drainage connections  BMP details  Preparer name and stamp Please do not include any areas outside of the project area or any information not related to drainage or water quality. The approved BMP Exhibit (Site Plan) shall be submitted as a plan sheet on all grading and building plan sets submitted for plan check review and approval. The BMP Exhibit shall be at the same size as the rest of the plan sheets in the submittal and shall have an approval stamp and signature prior to plan check submittal. VI.2 Submittal and Recordation of Water Quality Management Plan Following approval of the Final Project-Specific WQMP, three copies of the approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be submitted. In addition, these documents shall be submitted in a PDF format. Each approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be recorded in the Orange County Clerk-Recorder’s Office, prior to close-out of grading and/or building permit. Educational Materials are not required to be included. Priority Project Water Quality Management Plan (WQMP) 413 Via Lido Soud 413 Via Lido Nord, Newport Beach, CA 92663 Section VII Page 26 Section VII Educational Materials Refer to the Orange County Stormwater Program (ocwatersheds.com) for a library of materials available. Please only attach the educational materials specifically applicable to this 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 X Tips for the Automotive Industry Tips for Car Wash Fund-raisers Tips for Using Concrete and Mortar Tips for the Home Mechanic X Tips for the Food Service Industry Homeowners Guide for Sustainable Water Use X Proper Maintenance Practices for Your Business Household Tips X Other Material Check If Attached Proper Disposal of Household Hazardous Waste X 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 X Sewer Spill Tips for the Home Improvement Projects X Tips for Horse Care Tips for Landscaping and Gardening X Tips for Pet Care X Tips for Pool Maintenance Tips for Residential Pool, Landscape and Hardscape Drains Tips for Projects Using Paint X ATTACHMENT A EDUCATIONAL MATERIALS C lean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many common activities such as painting can lead to water pollution if you’re not careful. Paint must be used, stored and disposed of properly to ensure that it does 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 paint into the ocean, so don’t let it enter the storm drains. Follow these easy tips to help prevent water 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 using, storing and disposing of paint. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Printed on Recycled Paper Paint can cause significant damage to our environment. Whether you hire a contractor or do it yourself, it is important to follow these simple tips when purchasing, using, cleaning, storing and disposing of paint. Purchasing Paint Measure the room or object to be painted, then buy only the amount needed. Whenever possible, use water-based paint since it usually does not require hazardous solvents such as paint thinner for cleanup. Painting Use only one brush or roller per color of paint to reduce the amount of water needed for cleaning. Place open paint containers or trays on a stable surface and in a position that is unlikely to spill. Always use a tarp under the area or object being painted to collect paint drips and contain spills. Cleaning Never clean brushes or rinse paint containers in the street, gutter or storm drain. For oil-based products, use as much of the paint on the brushes as possible. Clean brushes with thinner. To reuse thinner, pour it through a fine filter (e.g. nylon, metal gauze or filter paper) to remove solids such as leftover traces of paint. For water-based products, use as much of the paint on the brushes as possible, then rinse in the sink. Collect all paint chips and dust. Chips and dust from marine paints or paints containing lead, mercury or tributyl tin are hazardous waste. Sweep up and dispose of at a Household Hazardous Waste Collection Center (HHWCC). Storing Paint Store paint in a dry location away from the elements. Store leftover water-based paint, oil-based paint and solvents separately in original or clearly marked containers. Avoid storing paint cans directly on cement floors. The bottom of the can will rust much faster on cement. Place the lid on firmly and store the paint can upside- down to prevent air from entering. This will keep the paint usable longer. Oil-based paint is usable for up to 15 years. Water-based paint remains usable for up to 10 years. Alternatives to Disposal Use excess paint to apply another coat, for touch-ups, or to paint a closet, garage, basement or attic. Give extra paint to friends or family. Extra paint can also be donated to a local theatre group, low-income housing program or school. Take extra paint to an exchange program such as the “Stop & Swap” that allows you to drop off or pick up partially used home care products free of charge. “Stop & Swap” programs are available at most HHWCCs. For HHWCC locations and hours, call (714) 834-6752 or visit www.oclandfills.com. Disposing of Paint Never put wet paint in the trash. For water-based paint: If possible, brush the leftover paint on cardboard or newspaper. Otherwise, allow the paint to dry in the can with the lid off in a well-ventilated area protected from the elements, children and pets. Stirring the paint every few days will speed up the drying. Large quantities of extra paint should be taken to a HHWCC. Once dried, paint and painted surfaces may be disposed of in the trash. When setting a dried paint can out for trash collection, leave the lid off so the collector will see that the paint has dried. For oil-based paint: Oil-based paint is a household hazardous waste. All leftover paint should be taken to a HHWCC. Aerosol paint: Dispose of aerosol paint cans at a HHWCC. Spills Never hose down pavement or other impermeable surfaces where paint has spilled. Clean up spills immediately by using an absorbent material such as cat litter. Cat litter used to clean water-based paint spills can be disposed of in the trash. When cleaning oil-based paint spills with cat litter, it must be taken to a HHWCC. Immediately report spills that have entered the street, gutter or storm drain to the County’s 24-Hour Water Pollution Problem Reporting Hotline at (714) 567-6363 or visit www.ocwatersheds.com to fill out an incident reporting form. Tips for Projects Using Paint A TEAM EFFORT The Orange County Stormwater Program has teamed with the District of Orange County (MWDOC) and the University of California Cooperative Extension Program (UCCE) to develop this Low Impact Development (LID) and sustainable water use prevents 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 For more information, www.ocwatersheds. www.uccemg.com To report a spill, call the Orange County 24-Hour Water Pollution Prevention Reporting Hotline SPILL \ (1-877-897-7455) 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 photos Homeowners Guide for Sustainable Water Use Low Impact Development, Water Conservation & Pollution Prevention The Ocean Begins at Your Front Door 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 OTHER WATER CONSERvATION AND POLLUTION PREvENTION TECHNIqUES Native Vegetation and Maintenance “California Friendly” plants or native vegetation can significantly reduce water use. These plants often require far less fertilizers as California, require less water and can reduce your water bill. Before modifying your yard to install a rain 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 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. 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/ 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. 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 sprinklers you can save water, prevent water pollution from runoff, keep your lawn healthy and save money. • Set a timer for your sprinklers – lawns absorb the water they need to stay healthy within a few minutes of turning on the sprinklers. Time your sprinklers; when water begins running off your lawn, you can turn them off. Your timer can be set to water your lawn for this duration every time. • Water at Sunrise – Watering early in the morning will reduce water loss due to evaporation. Additionally, winds tend to die down in the early morning so the water will get to the lawn as intended. • Water by hand – Instead of using sprinklers, consider watering your yard by hand. Hand- watering ensures that all plants get the proper amount of water and you will prevent any water runoff, which wastes water and carries pollutants into our waterways. • Fix leaks - Nationwide, households waste one trillion gallons of water a year to leaks – that is enough water to serve the entire state of Texas for a year. If your garden hose is leaking, replace the nylon or rubber hose washer and ensure a tight connection. Fix broken sprinklers immediately. into our waterways. that will turn off the sprinklers in response to environmental Smart Irrigation Controllers have internal clocks as well as sensors Water runoff from sprinklers left on too long will carry pollutants EFFICIENTLY Smart Irrigation Controllers IRRIgATE NEVER DISPOSE OF HOUSEHOLD HAZARDOUS WASTE IN THE TRASH, STREET, GUTTER, STORM DRAIN OR SEWER. 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, not properly disposing of household hazardous waste can lead to water pollution. Batteries, electronics, paint, oil, gardening chemicals, cleaners and other hazardous materials cannot be thrown in the trash. They also must never be poured or thrown into yards, sidewalks, driveways, gutters or streets. Rain or other water could wash the materials into the storm drain and eventually into our waterways and the ocean. In addition, hazardous waste must not be poured in the sanitary sewers (sinks and toilets). 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 Illegal Dumping of Household Hazardous Waste call 1-800-69-TOXIC 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. Help Prevent Ocean Pollution: Proper Disposal of Household Hazardous Waste The Ocean Begins at Your Front Door Printed on Recycled Paper ORANGE COUNTY Pollution Prevention Leftover household products that contain corrosive, toxic, ignitable, or reactive ingredients are considered to be “household hazardous waste” or “HHW.” HHW can be found throughout your home, including the bathroom, kitchen, laundry room and garage. Disposal of HHW down the drain, on the ground, into storm drains, or in the trash is illegal and unsafe. Proper disposal of HHW is actually easy. Simply drop them off at a Household Hazardous Waste Collection Center (HHWCC) for free disposal and recycling. Many materials including anti-freeze, latex- based paint, motor oil and batteries can be recycled. Some centers have a “Stop & Swap” program that lets you take partially used home, garden, and automobile products free of charge. There are four HHWCCs in Orange County: Anaheim:..................1071 N. Blue Gum St Huntington Beach:.........17121 Nichols St Irvine:............................ 6411 Oak Canyon San Juan Capistrano:... 32250 La Pata Ave Centers are open Tuesday-Saturday, 9 a.m.- 3 p.m. Centers are closed on rainy days and major holidays. For more information, call (714) 834-6752 or visit www.oclandfills.com. Common household hazardous wastes Batteries Paint and paint products Adhesives Drain openers Household cleaning products Wood and metal cleaners and polishes Pesticides Fungicides/wood preservatives Automotive products (antifreeze, motor oil, fluids) Grease and rust solvents Fluorescent lamps Mercury (thermometers & thermostats) All forms of electronic waste including computers and microwaves Pool & spa chemicals Cleaners Medications Propane (camping & BBQ) Mercury-containing lamps Television & monitors (CRTs, flatscreens) Tips for household hazardous waste Never dispose of HHW in the trash, street, gutter, storm drain or sewer. Keep these materials in closed, labeled containers and store materials indoors or under a cover. When possible, use non-hazardous products. Reuse products whenever possible or share with family and friends. Purchase only as much of a product as you’ll need. Empty containers may be disposed of in the trash. HHW can be harmful to humans, pets and the environment. Report emergencies to 911. WHEN POSSIBLE, USE NON-HAZARDOUS OR LESS-HAZARDOUS PRODUCTS. Preventing water pollution at your commercial/industrial site Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many landscape and building maintenance activities can lead to water pollution if you’re not careful. Paint, chemicals, plant clippings and other materials can be blown or washed into storm drains that flow to the ocean. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never pour soap or fertilizers into the ocean, so why would you let them enter the storm drains? Follow these easy tips to help prevent water pollution. Some types of industrial facilities are required to obtain coverage under the State General Industrial Permit. For more information visit: www.swrcb.ca.gov/stormwater/industrial.html 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. Help Prevent Ocean Pollution: Proper Maintenance Practices for Your Business Printed on Recycled Paper The Ocean Begins at Your Front Door P R O J E C T P R E V E N T I O N Never Dispose of Anything in the Storm Drain. Landscape Maintenance Compost grass clippings, leaves, sticks and other vegetation, or dispose of it at a permitted landfill or in green waste containers. Do not dispose of these materials in the street, gutter or storm drain. Irrigate slowly and inspect the system for leaks, overspraying and runoff. Adjust automatic timers to avoid overwatering. Follow label directions for the use and disposal of fertilizers and pesticides. Do not apply pesticides or fertilizers if rain is expected within 48 hours or if wind speeds are above 5 mph. Do not spray pesticides within 100 feet of waterways. Fertilizers should be worked into the soil rather than dumped onto the surface. If fertilizer is spilled on the pavement or sidewalk, sweep it up immediately and place it back in the container. Building Maintenance Never allow washwater, sweepings or sediment to enter the storm drain. Sweep up dry spills and use cat litter, towels or similar materials to absorb wet spills. Dispose of it in the trash. If you wash your building, sidewalk or parking lot, you must contain the water. Use a shop vac to collect the water and contact your city or sanitation agency for proper disposal information. Do not let water enter the street, gutter or storm drain. Use drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of materials in the trash. Use a ground cloth or oversized tub for mixing paint and cleaning tools. Use a damp mop or broom to clean floors. Cover dumpsters to keep insects, animals, rainwater and sand from entering. Keep the area around the dumpster clear of trash and debris. Do not overfill the dumpster. Call your trash hauler to replace leaking dumpsters. Do not dump any toxic substance or liquid waste on the pavement, the ground, or near a storm drain. Even materials that seem harmless such as latex paint or biodegradable cleaners can damage the environment. Recycle paints, solvents and other materials. For more information about recycling and collection centers, visit www.oclandfills.com. Store materials indoors or under cover and away from storm drains. Use a construction and demolition recycling company to recycle lumber, paper, cardboard, metals, masonry, carpet, plastic, pipes, drywall, rocks, dirt, and green waste. For a listing of construction and demolition recycling locations in your area, visit www.ciwmb.ca.gov/recycle. Properly label materials. Familiarize employees with Material Safety Data Sheets. P R O J E C T P R E V E N T I O N Proper Maintenance Practices for your Business Before Buying Pest Control Products • Identify the pest. • Decide if pest control products are the best control measure or if there are alternatives available. • Are integrated pest management guidelines available for this pest? • Read the product label: Is the pest listed on the label? Is it the best product for the pest? Before Mixing Your Sprayer • Read the label carefully. • Buy only enough pesticide to treat the area affected by the pest. • Check the weather and don’t apply if it’s windy or about to rain • Measure the area you’re treating. • Calculate how much spray to mix. • Wear long sleeve shirt, long pants, shoes and any other protective equipment listed on the label and follow all the label precautions. • Be prepared for spills and know how to clean them up. When You’re Ready To Spray • Mix and load spray in an area where any spilled pesticide will not be able to drain or be washed away into storm drains, ditches, streams, ponds or other bodies of water. • Mix sprayer on grass, not the sidewalk or driveway. • Mix only as much as needed. When You’re Spraying • AVOID spraying in or near storm drains, ditches, streams, and ponds! • Leave an untreated strip around these areas to protect the water. When You’re done • Never dump leftovers down any drain; Save for a future application. • Triple-rinse sprayer and apply rinsewater to treated area. • Take any old or unwanted pesticides to a Household Hazardous Waste Collection Center (714) 834-6752. With Integrated Pest Management (IPM), homeowners use common sense and nature to make it difficult for pests to survive. IPM techniques include cultural practices (such as mulching to prevent weeds), encouraging natural enemies (good bugs), and judicious use of pest control products. • First, identify your pest problem. To find the best solution, you need to pin down the problem. Consult gardening books, your county cooperative extension office or your local nursery. • Decide how much pest control is necessary. If you can live with some pest damage, you can avoid intensive pest control product treatments. • Choose an effective option. Try various types of controls first: washing bugs off plants, pruning diseased parts of plants. If you need to use pest control products, choose one that targets the problem and poses the least hazard. • Finally, it’s easier to prevent pests than to control them. Think ahead. This brochure is being distributed in order to reduce the impacts of pesticides on water quality. It was produced with support from the Orange County Storm Water Program, the Coalition for Urban/Rural Environmental Stewardship (CURES) and a 319(h) grant from the State Water Resources Control Board. Orange County Storm Water Program Participants: Anaheim Public Works/Engineering ............................... (714) 765-5176 Brea Engineering ............................................................. (714) 990-7666 Buena Park Public Works ................................................ (714) 562-3655 Costa Mesa Public Services ........................................... (714) 754-5248 Cypress Engineering ........................................................ (714) 229-6752 Dana Point Public Works ................................................. (949) 248-3562 Fountain Valley Public Works ................................ (714) 593-4400 x347 Fullerton Engineering Dept ............................................. (714) 738-6853 Garden Grove Development Services ........................... (714) 741-5554 Huntington Beach Public Works ..................................... (714) 536-5432 Irvine Public Works ........................................................... (949)724-6515 La Habra Public Services ................................................ (562) 905-9792 La Palma Public Works .......................................... (714) 523-1140 x102 Laguna Beach Municipal Services ................................. (949) 497-0711 Laguna Hills Engineering ................................................. (949) 707-2600 Laguna Niguel Public Works ........................................... (949) 362-4337 Lake Forest Public Works ............................................... (949) 461-3480 Los Alamitos Community Dev ............................... (562) 431-3538 x301 Mission Viejo Public Works ............................................. (949) 470-3095 Newport Beach Public works .......................................... (949) 644-3311 Orange Public Works ....................................................... (714) 744-5551 Placentia Engineering ...................................................... (714) 993-8131 San Clemente Engineering ............................................. (949) 361-6100 San Juan Capistrano Engineering .................................. (949) 493-1171 Santa Ana Public Works .................................................. (714) 647-3380 Seal Beach Engineering ........................................ (562) 431-2527 x318 Stanton Public Works ............................................. (714) 379-9222 x204 Tustin Public Works Engineering .................................... (714) 573-3150 Villa Park Engineering ..................................................... (714) 998-1500 Westminster Public Works Eng. ............................ (714) 898-3311 x215 Yorba Linda Engineering ....................................... (714) 961-7170 x174 O.C. Storm Water Program ..................1-877-89-SPILL (1-877-897-7455) 24 Hour Water Pollution Hotline ................................ (714) 567-6363 or ashbyk@pfrd.co.orange.ca.us Chemical and Hazardous Material Spill Emergencies ............ 911 Other Important Phone Numbers: For Additional Brochures ......................1-877-89-SPILL (1-877-897-7455) UC Masters & Coop Extension ....................................... (714) 708-1646 ucmastergardeners@yahoo.com O.C. Household Hazardous Waste Information ............ (714) 834-6752 or www.oc.ca.gov/IWMD Information on agriculture chemicals, pesticides and possible alternatives, O.C. Agriculture Commissioner ........... (714) 447-7115 Original graphics developed with support from: Coalition For Urban/Rural Environmental Stewardship (CURES) Western Crop Protection Association (WCPA) Responsible Industry for a Sound Environment (RISE) C lean 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: Responsible Pest Control TheOceanBegins atYourFrontDoor 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. 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. 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 Three life stages of the common lady beetle, a beneficial insect. Consult with a Certified Nursery Apply the pesticide to the pest during its most contaminated materials in a doubled plastic bag. All materials used to clean up the spill should 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. 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. 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). 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) 834-6752 www.oclandfills.com Tips for Pest Control Did you know that just one quart of oil can pollute 250,000 gallons of w ater? A clean ocean and healthy cr eeks, 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 stor m drains is not tr eated befor e 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 befor e delivering your used oil. This listing of companies is for your reference and does not constitute a r ecommendation 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 hazar dous 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! For more information, please call the Orange Coun ty Stormwater P rogram at 1 - 877 - 89 - S P ILL (1-877-897-7455) or visit www . w atersheds.com. For information abou t the pro per disp o sal of household hazar d ou s w aste, call the Ho usehold Waste Ho tline at ( 714 ) 834 - 6752 or visit www . oclandfills.com. For additional information abou t the nearest oil recycling center, call the U sed Oil P rogram at 1 - 800 - CLEA NUP or visit www .cleanup. or g. DTP113 Rev 8/03 printed on recycled paper Help Prevent Ocean Pollution: Recycle at Your Local Used Oil Collection Center The Ocean Begins at Your Front Door NORTH COUNTY Used Oil Collection Centers Anaheim All Seasons Tire and Auto Center, Inc. 817 S Brookhurst St., Anaheim, CA 92804 (714)772-6090( ) CIWMB#: 30-C-03177 AutoZone #3317 423 N Anaheim Blvd., Anaheim, CA 92805 (714)776-0787( ) CIWMB#: 30-C-05263 AutoZone #5226 2145 W Lincoln Ave., Anaheim, CA 92801 (714)533-6599( ) CIWMB#: 30-C-04604 Bedard Automotive 3601 E Miraloma Ave., Anaheim, CA 92806 (714)528-1380( ) CIWMB#: 30-C-02205 Classic Chevrolet 1001 Weir Canyon Rd., Anaheim, CA 92807 (714)283-5400( ) CIWMB#: 30-C-05223 Econo Lube N' Tune #4 3201 W Lincoln Ave., Anaheim, CA 92801 (714)821-0128( ) CIWMB#: 30-C-01485 EZ Lube Inc - Savi Ranch #43 985 N Weir Canyon Rd., Anaheim, CA 92807 (714)556-1312( ) CIWMB#: 30-C-06011 Firestone Store #71C7 1200 S Magnolia Ave., Anaheim, CA 92804 (949)598-5520( ) CIWMB#: 30-C-05743 Great Western Lube Express 125 N Brookhurst St., Anaheim, CA 92801 (714)254-1300( ) CIWMB#: 30-C-05542 HR Pro Auto Service Center 3180 W Lincoln Ave., Anaheim, CA 92801 (714)761-4343( ) CIWMB#: 30-C-05927 Ira Newman Automotive Services 1507 N State College Blvd., Anaheim, CA 92806 (714)635-2392( ) CIWMB#: 30-C-01482 Jiffy Lube #1028 2400 W Ball Rd., Anaheim, CA 92804 (714)761-5211( ) CIWMB#: 30-C-00870 Jiffy Lube #1903 2505 E Lincoln Ave., Anaheim, CA 92806 (714)772-4000( ) CIWMB#: 30-C-05511 Jiffy Lube #2340 2181 W Lincoln Ave., Anaheim, CA 92801 (714)533-1000( ) CIWMB#: 30-C-04647 Kragen Auto Parts #1303 1088 N State College Blvd., Anaheim, CA 92806 (714)956-7351( ) CIWMB#: 30-C-03438 Kragen Auto Parts #1399 2245 W Ball Rd., Anaheim, CA 92804 (714)490-1274( ) CIWMB#: 30-C-04094 Kragen Auto Parts #1565 2072 Lincoln Ave., Anaheim, CA 92806 (714)502-6992( ) CIWMB#: 30-C-04078 Kragen Auto Parts #1582 3420 W Lincoln Ave., Anaheim, CA 92801 (714)828-7977( ) CIWMB#: 30-C-04103 Pep Boys #613 10912 Katella Ave., Anaheim, CA 92804 (714)638-0863( ) CIWMB#: 30-C-01756 Pep Boys #663 3030 W Lincoln Anaheim, CA 92801 (714)826-4810( ) CIWMB#: 30-C-03417 Pep Boys #809 8205 E Santa Ana Cyn Rd., Anaheim, CA 92808 (714)974-0105( ) CIWMB#: 30-C-03443 Pick Your Part 1235 S Beach Blvd., Anaheim, CA 92804 (714)527-1645( ) CIWMB#: 30-C-03744 PK Auto Performance 3106 W. Lincoln Ave., Anaheim, CA 92801 (714)826-2141( ) CIWMB#: 30-C-05628 Quick Change Lube and Oil 2731 W Lincoln Ave., Anaheim, CA 92801 (714)821-4464( ) CIWMB#: 30-C-04363 Saturn of Anaheim 1380 S Auto Center Dr., Anaheim, CA 92806 (714)648-2444( ) CIWMB#: 30-C-06332 Sun Tech Auto Service 105 S State College Blvd., Anaheim, CA 92806 (714)956-1389( ) CIWMB#: 30-C-06455 Vonic Truck Services 515 S Rose St., Anaheim, CA 92805 (714)533-3333( ) CIWMB#: 30-C-01142 Anaheim Hills Anaheim Hills Car Wash & Lube 5810 E La Palma Ave., Anaheim Hills, CA 92807 (714)777-6605( ) CIWMB#: 30-C-01387 Brea Firestone Store #27A9 891 E Imperial Hwy., Brea, CA 92821 (714)529-8404( ) CIWMB#: 30-C-01221 Oil Can Henry's 230 N Brea Blvd., Brea, CA 92821 (714)990-1900( ) CIWMB#: 30-C-04273 Buena Park Firestone Store #71F7 6011 Orangethorpe Buena Park, CA 90620 (714)670-7912( ) CIWMB#: 30-C-01218 Firestone Store #71T8 8600 Beach Blvd., Buena Park, CA 90620 (714)827-5300( ) CIWMB#: 30-C-02121 Kragen Auto Parts #1204 5303 Beach Blvd., Buena Park, CA 90621 (714)994-1320( ) CIWMB#: 30-C-02623 Cypress AutoZone #5521 5471 Lincoln Ave., Cypress, CA 90630 (714)995-4644( ) CIWMB#: 30-C-00836 Big O Tires 6052 Cerritos Ave., Cypress, CA 90630 (714)826-6334( ) CIWMB#: 30-C-04245 Econo Lube N' Tune #213 5497 Cerritos Ave., Cypress, CA 90630 (714)761-0456( ) CIWMB#: 30-C-06240 Jiffy Lube #851 4942 Lincoln Ave., Cypress, CA 90630 (626)965-9689( ) CIWMB#: 30-C-06182 M & N Coastline Auto & Tire Service 4005 Ball Rd., Cypress, CA 90630 (714)826-1001( ) CIWMB#: 30-C-04387 Masterlube #103 5904 Lincoln Cypress, CA 90630 (714)826-2323( ) CIWMB#: 30-C-01071 Masterlube #104 5971 Ball Rd., Cypress, CA 90630 (714)220-1555( ) CIWMB#: 30-C-04682 Metric Motors of Cypress 6042 Cerritos Ave., Cypress, CA 90630 (714)821-4702( ) CIWMB#: 30-C-05157 Fuller ton AutoZone #2898 146 N. Raymond Ave., Fullerton, CA 92831 (714)870-9772( ) CIWMB#: 30-C-04488 AutoZone #5522 1801 Orangethorpe W. Fullerton, CA 92833 (714)870-8286( ) CIWMB#: 30-C-06062 AutoZone #5523 102 N Euclid Fullerton, CA 92832 (714)870-8286( ) CIWMB#: 30-C-04755 EZ Lube #17 4002 N Harbor Blvd., Fullerton, CA 92835 (714)871-9980( ) CIWMB#: 30-C-03741 Firestone Store #27EH 1933 N Placentia Ave., Fullerton, CA 92831 (714)993-7100( ) CIWMB#: 30-C-02122 Fox Service Center 1018 W Orangethorpe Fullerton, CA 92833 (714)879-1430( ) CIWMB#: 30-C-02318 Fullerton College Automotive Technology 321 E Chapman Ave., Fullerton, CA 92832 (714)992-7275( ) CIWMB#: 30-C-03165 Kragen Auto Parts #0731 2978 Yorba Linda Fullerton, CA 92831 (714)996-4780( ) CIWMB#: 30-C-02628 Kragen Auto Parts #4133 904 W Orangethorpe Ave., Fullerton, CA 92832 (714)526-3570( ) CIWMB#: 30-C-06256 Pep Boys #642 1530 S Harbor Blvd., Fullerton, CA 92832 (714)870-0700( ) CIWMB#: 30-C-01755 Sunnyside 76 Car Care Center 2701 N Brea Blvd., Fullerton, CA 92835 (714)256-0773( ) CIWMB#: 30-C-01381 Garden Grove 76 Pro Lube Plus 9001 Trask Ave., Garden Grove, CA 92844 (714)393-0590( ) CIWMB#: 30-C-05276 AutoZone #5527 13190 Harbor Blvd., Garden Grove, CA 92843 (714)636-5665( ) CIWMB#: 30-C-04760 David Murray Shell 12571 Vly View St., Garden Grove, CA 92845 (714)898-0170( ) CIWMB#: 30-C-00547 Express Lube & Wash 8100 Lampson Ave., Garden Grove, CA 92841 (909)316-8261( ) CIWMB#: 30-C-06544 Firestone Store #7180 10081 Chapman Ave., Garden Grove, CA 92840 (714)530-4630( ) CIWMB#: 30-C-01224 Firestone Store #71W3 13961 Brookhurst St., Garden Grove, CA 92843 (714)590-2741( ) CIWMB#: 30-C-03690 Jiffy Lube #1991 13970 Harbor Blvd., Garden Grove, CA 92843 (714)554-0610( ) CIWMB#: 30-C-05400 Kragen Auto Parts #1251 13933 N Harbor Blvd., Garden Grove, CA 92843 (714)554-3780( ) CIWMB#: 30-C-02663 Kragen Auto Parts #1555 9851 Chapman Ave., Garden Grove, CA 92841 (714)741-8030( ) CIWMB#: 30-C-04079 Nissan of Grarden Grove 9670 Trask Ave., Garden Grove, CA 92884 (714)537-0900( ) CIWMB#: 30-C-06553 Toyota of Garden Grove 9444 Trask Ave., Garden Grove, CA 92844 (714)895-5595( ) CIWMB#: 30-C-06555 La Habra AutoZone #5532 1200 W Imperial Hwy., La Habra, CA 90631 (562)694-5337( ) CIWMB#: 30-C-04784 Burch Ford 201 N Harbor Blvd., La Habra, CA 90631 (562)691-3225( ) CIWMB#: 30-C-05179 Firestone Store #2736 1071 S Beach Blvd., La Habra, CA 90631 (562)691-1731( ) CIWMB#: 30-C-01169 Kragen Auto Parts #1569 1621 W Whittier Blvd., La Habra, CA 90631 (562)905-2538( ) CIWMB#: 30-C-04076 Pep Boys #997 125 W Imperial Hwy., La Habra, CA 90631 (714)447-0601( ) CIWMB#: 30-C-04026 SpeeDee Oil Change & Tune-Up 1580 W Imperial Hwy., La Habra, CA 90631 (562)697-3513( ) Los Alamitos Jiffy Lube #1740 3311 Katella Ave., Los Alamitos, CA 90720 (562)596-1827( ) CIWMB#: 30-C-03529 Midway City Bolsa Transmission 8331 Bolsa Ave., Midway City, CA 92655 (714)799-6158( ) CIWMB#: 30-C-05768 Placentia Advanced Auto & Diesel 144 S Bradford Placentia, CA 92870 (714)996-8222( ) CIWMB#: 30-C-06242 Castner's Auto Service 214 S. Bradford Ave., Placentia, CA 92870 (714)528-1311( ) CIWMB#: 30-C-06452 Econo Lube N' Tune 100 W Chapman Ave., Placentia, CA 92870 (714)524-0424( ) CIWMB#: 30-C-06454 Fairway Ford 1350 E Yorba Linda Blvd., Placentia, CA 92870 (714)524-1200( ) CIWMB#: 30-C-01863 Seal Beach M & N Coastline Auto & Tire Service 12239 Seal Beach Blvd., Seal Beach, CA 90740 (714)826-1001( ) CIWMB#: 30-C-04433 Seal Beach Chevron 12541 Seal Beach Blvd., Seal Beach, CA 90740 (949)495-0774(14 ) CIWMB#: 30-C-06425 Stanton AutoZone #2806 11320 Beach Blvd., Stanton, CA 90680 (714)895-7665( ) CIWMB#: 30-C-04563 Joe's Auto Clinic 11763 Beach Blvd., Stanton, CA 90680 (714)891-7715( ) CIWMB#: 30-C-03253 Kragen Auto Parts #1742 11951 Beach Blvd., Stanton, CA 90680 (714)799-7574( ) CIWMB#: 30-C-05231 Scher Tire #20 7000 Katella Ave., Stanton, CA 90680 (714)892-9924( ) CIWMB#: 30-C-05907 USA 10 Minute Oil Change 8100 Lampson Ave., Stanton, CA 92841 (714)373-4432( ) CIWMB#: 30-C-05909 Westminster AutoZone #5543 6611 Westminster Blvd., Westminster, CA 92683 (714)898-2898( ) CIWMB#: 30-C-04964 AutoZone #5544 8481 Westminster Blvd., Westminster, CA 92683 (714)891-3511( ) CIWMB#: 30-C-04966 City of Westminster Corporate Yard 14381 Olive St., Westminster, CA 92683 (714)895-2876(292 ) CIWMB#: 30-C-02008 Honda World 13600 Beach Blvd., Westminster, CA 92683 (714)890-8900( ) CIWMB#: 30-C-03639 Jiffy Lube #1579 6011 Westminster Blvd., Westminster, CA 92683 (714)899-2727( ) CIWMB#: 30-C-02745 John's Brake & Auto Repair 13050 Hoover St., Westminster, CA 92683 (714)379-2088( ) CIWMB#: 30-C-05617 Kragen Auto Parts #0762 6562 Westminster Blvd., Westminster, CA 92683 (714)898-0810( ) CIWMB#: 30-C-02590 Midway City Sanitary District 14451 Cedarwood St., Westminster, CA 92683 (714)893-3553( ) CIWMB#: 30-C-01626 Pep Boys #653 15221 Beach Blvd., Westminster, CA 92683 (714)893-8544( ) CIWMB#: 30-C-03415 Yorba Linda AutoZone #5545 18528 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)970-8933( ) CIWMB#: 30-C-04971 Econo Lube N' Tune 22270 La Palma Ave., Yorba Linda, CA 92887 (714)692-8394( ) CIWMB#: 30-C-06513 EZ Lube Inc. #41 17511 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)556-1312( ) CIWMB#: 30-C-05739 Firestone Store #27T3 18500 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)779-1966( ) CIWMB#: 30-C-01222 Jiffy Lube #1532 16751 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)528-2800( ) CIWMB#: 30-C-03777 Mike Schultz Import Service 4832 Eureka Ave., Yorba Linda, CA 92886 (714)528-4411( ) CIWMB#: 30-C-04313 This information was provided by the County of Orange Integrated Waste Management Department and the California Integrated Waste Management Board (CIWMB). What is a Sewage Spill? Sewage spills occur when the wastewater being transported via underground pipes overflows through a manhole, cleanout or broken pipe. Sewage spills can cause health hazards, damage to homes and businesses, and threaten the environment, local waterways and beaches. Common Causes of Sewage Spills Grease builds up inside and eventually blocks sewer pipes. Grease gets into the sewer from food Overflowing cleanout pipe located on private property You Could Be Liable establishments, household drains, as well as from poorly maintained commercial grease traps and interceptors. Structure problems caused by tree roots in the lines, broken/cracked pipes, missing or broken cleanout caps or undersized sewers can cause blockages. Infiltration and inflow (I/I) impacts pipe capacity and is caused when groundwater or rainwater enters the sewer system through pipe defects and illegal connections. You Are Responsible for a Sewage Spill Caused by a Blockage or Break in Your Sewer Lines! Time is of the essence in dealing with sewage spills. You are required to immediately: Control and minimize the spill. Keep spills contained on private property and out of gutters, storm drains and public waterways by shutting off or not using the water. Use sandbags, dirt and/or plastic sheeting to prevent sewage from entering the storm drain system. Clear the sewer blockage. Always wear gloves and wash your hands. It is recommended that a plumbing professional be called for clearing blockages and making necessary repairs. Always notify your city sewer/public works department or public sewer district of sewage spills. If the spill enters the storm drains also notify the Health Care Agency. In addition, if it exceeds 1,000 gallons notify the Office of Emergency Services. Refer to the numbers listed in this brochure. Allowing sewage from your home, business or property to discharge to a gutter or storm drain may subject you to penalties and/or out-of-pocket costs to reimburse cities or public agencies for clean-up and enforcement efforts. See Regulatory Codes & Fines section for pertinent codes and fines that apply. What to Look For Sewage spills can be a very noticeable gushing of water from a manhole or a slow water leak that may take time to be noticed. Don’t dismiss unaccounted-for wet areas. Look for: . Drain backups inside the building. . Wet ground and water leaking around manhole lids onto your street. . Leaking water from cleanouts or outside drains. . Unusual odorous wet areas: sidewalks, external walls or ground/landscape around a building. Caution Keep people and pets away from the affected area. Untreated sewage has high levels of disease-causing viruses and bacteria. Call your local health care agency listed on the back for more information. If You See a Sewage Spill Occurring, Notify Your City Sewer/Public Works Department or Public Sewer District IMMEDIATELY! Sewage Spill Reference Guide Your Responsibilities as a Private Property Owner Residences Businesses Homeowner/Condominium Associations Federal and State Complexes Military Facilities Orange County Sanitation District P R O J E C T P R E V E N T I O N Health Care Agency Environmental Health www.ocwatersheds.com This brochure was designed courtesy of the Orange County Sanitation District (OCSD). additional information, call (714) 962-2411, or visit their website at www.ocsd.com Grease Trap RESIDENCE Cleanout BUSINESS Private Service Laterals Cleanout Manhole Orange County Agency Responsibilites ! City Sewer/Public Works Departments— Responsible for protecting city property and streets, the local storm drain system, sewage collection system and other public areas. ! P u b l i c S e w e r / S a n i t a t i o n D i s t r i c t — Responsible for collecting, treating and disposing Report Sewage Spills! City Sewer/Public Works Departments Aliso Viejo . . . . . . . . . . . . . . . . . . . . . . . . . (949) 425-2500 Anaheim. . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 765-6860 Brea . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 990-7691 Buena Park . . . . . . . . . . . . . . . . . . . . . . . . (714) 562-3655 Costa Mesa . . . . . . . . . . . . . . . . . . . . . . . . (949) 645-8400 Cypress . . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 229-6760 Dana Point . . . . . . . . . . . . . . . . . . . . . . . . . (949) 248-3562 Fountain Valley . . . . . . . . . . . . . . . . . . . . . (714) 593-4600 Fullerton. . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 738-6897 Garden Grove . . . . . . . . . . . . . . . . . . . . . . . (714) 741-5375 Huntington Beach . . . . . . . . . . . . . . . . . . . (714) 536-5921 Manhole Regional Trunk line Sewer Local Main Sewer Line Wastewater Treatment Plant of wastewater. ! County of Orange Health Care Agency— Responsible for protecting public health by closing ocean/bay waters and may close food-service businesses if a spill poses a threat to public health. ! Regional Water Quality Control Boards— Responsible for protecting State waters. ! Orange County Stormwater Program— Responsible for preventing harmful pollutants from being discharged or washed by stormwater runoff into the municipal storm drain system, creeks, bays and the ocean. Irvine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (949) 453-5300 Laguna Beach . . . . . . . . . . . . . . . . . . . . . . (949) 497-0765 Laguna Hills . . . . . . . . . . . . . . . . . . . . . . . . (949) 707-2650 Laguna Niguel . . . . . . . . . . . . . . . . . . . . . . (949) 362-4337 Laguna Woods . . . . . . . . . . . . . . . . . . . . . . (949) 639-0500 La Habra. . . . . . . . . . . . . . . . . . . . . . . . . . . (562) 905-9792 Lake Forest . . . . . . . . . . . . . . . . . . . . (949) 461-3480 La Palma . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 690-3310 Los Alamitos . . . . . . . . . . . . . . . . . . . . . . . (562) 431-3538 Mission Viejo . . . . . . . . . . . . . . . . . . . . . . . (949) 831-2500 Newport Beach . . . . . . . . . . . . . . . . . . . . . (949) 644-3011 Orange . . . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 532-6480 Orange County . . . . . . . . . . . . . . . . . . . . . . (714) 567-6363 Placentia . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 993-8245 Rancho Santa Margarita . . . . . . . . . . . . (949) 635-1800 San Clemente. . . . . . . . . . . . . . . . . . . . . . . (949) 366-1553 San Juan Capistrano . . . . . . . . . . . . . . . . (949) 443-6363 Preventing Grease Blockages The drain is not a dump! Recycle or dispose of grease properly and never pour grease down the drain. Homeowners should mix fats, oils and grease with absor- waste materials such as paper, coffee grounds, or kitty and place it in the trash. Wipe food scraps from plates pans and dump them in the trash. Restaurants and commercial food service establishments should always use “Kitchen Best Management Practices.” These include: Collecting all cooking grease and liquid oil from pots, pans and fryers in covered grease containers for recycling. Scraping or dry-wiping excess food and grease from dishes, pots, pans and fryers into the trash. Installing drain screens on all kitchen drains. Having spill kits readily available for cleaning up spills. Properly maintaining grease traps or interceptors by having them serviced regularly. Check your local city codes. You Could Be Liable for Not Protecting the Environment Local and state agencies have legal jurisdic- tion and enforcement authority to ensure that sewage spills are remedied. They may respond and assist with contain- ment, relieving pipe blockages, and/or clean-up of the sewage spill, especially if the spill is flowing into storm drains or onto public property. A property owner may be charged for costs incurred by these agencies responding to spills from private properties . Santa Ana . . . . . . . . . . . . . . . . . . . . . . . . . (714) 647-3380 Seal Beach. . . . . . . . . . . . . . . . . . . . . . . . . (562) 431-2527 Stanton . . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 379-9222 Tustin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 962-2411 Villa Park . . . . . . . . . . . . . . . . . . . . . . . . . . (714) 998-1500 Westminster . . . . . . . . . . . . . . . . . . . . . . . (714) 893-3553 Yorba Linda . . . . . . . . . . . . . . . . . . . . . . . . (714) 961-7170 Public Sewer/Water Districts Costa Mesa Sanitary District . . . . . . . . . . (714) 393-4433/ (949) 645-8400 El Toro Water District . . . . . . . . . . . . . . . . (949) 837-0660 Emerald Bay Service District . . . . . . . . . . (949) 494-8571 Garden Grove Sanitary District . . . . . . . . . (714) 741-5375 Irvine Ranch Water District . . . . . . . . . . . . (949) 453-5300 Los Alamitos/Rossmoor Sewer District . . . (562) 431-2223 Midway City Sanitary District (Westminster) (714) 893-3553 Moulton Niguel Water District . . . . . . . . . (949) 831-2500 Orange County Sanitation District. . . . . . . (714) 962-2411 Santa Margarita Water District . . . . . . . . (949) 459-6420 South Coast Water District . . . . . . . . . . . . (949) 499-4555 South Orange County Wastewater Authority (949) 234-5400 Sunset Beach Sanitary District . . . . . . . . . (562) 493-9932 Trabuco Canyon Sanitary District . . . . . . . (949) 858-0277 Yorba Linda Water District . . . . . . . . . . . . (714) 777-3018 Other Agencies Orange County Health Care Agency . . . . . (714) 433-6419 Office of Emergency Services. . . . . . . . . . (800) 852-7550 C lean 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. 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. Printed on Recycled Paper 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. 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 (714) 567-6363 or visit www.ocwatersheds.com to fill out an incident reporting form. Tips for Home Improvement Projects C lean 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. Fertilizers, pesticides and other chemicals that are left on yards or driveways can be blown or washed into storm drains that flow to the ocean. Overwatering lawns can also send materials into storm drains. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never pour gardening products into the ocean, so don’t let them enter the storm drains. Follow these easy tips to help prevent water 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 UCCE Master Gardener Hotline: (714) 708-1646 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 landscaping or gardening. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Printed on Recycled Paper Never allow gardening products or polluted water to enter the street, gutter or storm drain. General Landscaping Tips Protect stockpiles and materials from wind and rain by storing them under tarps or secured plastic sheeting. Prevent erosion of slopes by planting fast-growing, dense ground covering plants. These will shield and bind the soil. Plant native vegetation to reduce the amount of water, fertilizers, and pesticide applied to the landscape. Never apply pesticides or fertilizers when rain is predicted within the next 48 hours. Garden & Lawn Maintenance Do not overwater. Use irrigation practices such as drip irrigation, soaker hoses or micro spray systems. Periodically inspect and fix leaks and misdirected sprinklers. Do not rake or blow leaves, clippings or pruning waste into the street, gutter or storm drain. Instead, dispose of green waste by composting, hauling it to a permitted landfill, or recycling it through your city’s program. Use slow-release fertilizers to minimize leaching, and use organic fertilizers. Read labels and use only as directed. Do not over-apply pesticides or fertilizers. Apply to spots as needed, rather than blanketing an entire area. Store pesticides, fertilizers and other chemicals in a dry covered area to prevent exposure that may result in the deterioration of containers and packaging. Rinse empty pesticide containers and re-use rinse water as you would use the product. Do not dump rinse water down storm drains. Dispose of empty containers in the trash. When available, use non-toxic alternatives to traditional pesticides, and use pesticides specifically designed to control the pest you are targeting. For more information, visit www.ipm.ucdavis.edu. If fertilizer is spilled, sweep up the spill before irrigating. If the spill is liquid, apply an absorbent material such as cat litter, and then sweep it up and dispose of it in the trash. Take unwanted pesticides to a Household Hazardous Waste Collection Center to be recycled. Locations are provided below. Household Hazardous Waste Collection Centers Anaheim: 1071 N. Blue Gum St. Huntington Beach: 17121 Nichols St. Irvine: 6411 Oak Canyon San Juan Capistrano: 32250 La Pata Ave. For more information, call (714) 834-6752 or visit www.oclandfills.com Tips for Landscape & Gardening C lean 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. Pet waste and pet care products can be washed into the storm drains that flow to the ocean. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never put pet waste or pet care products into the ocean, so don’t let them enter the storm drains. Follow these easy tips to help prevent water 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 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 caring for your pet. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Printed on Recycled Paper Never let any pet care products or washwater run off your yard and into the street, gutter or storm drain. Washing Your Pets Even biodegradable soaps and shampoos can be harmful to marine life and the environment. If possible, bathe your pets indoors using less-toxic shampoos or have your pet professionally groomed. Follow instructions on the products and clean up spills. If you bathe your pet outside, wash it on your lawn or another absorbent/ permeable surface to keep the washwater from running into the street, gutter or storm drain. Flea Control Consider using oral or topical flea control products. If you use flea control products such as shampoos, sprays or collars, make sure to dispose of any unused products at a Household Hazardous Waste Collection Center. For location information, call (714) 834-6752. Why You Should Pick Up After Your Pet It’s the law! Every city has an ordinance requiring you to pick up after your pet. Besides being a nuisance, pet waste can lead to water pollution, even if you live inland. During rainfall, pet waste left outdoors can wash into storm drains. This waste flows directly into our waterways and the ocean where it can harm human health, marine life and the environment. As it decomposes, pet waste demands a high level of oxygen from water. This decomposition can contribute to killing marine life by reducing the amount of dissolved oxygen available to them. Have fun with your pets, but please be a responsible pet owner by taking care of them and the environment. Take a bag with you on walks to pick up after your pet. Dispose of the waste in the trash or in a toilet. Tips for Pet Care The Ocean Begins at Your Front Door ow pollutants to enter the street, gutter or storm drain! Follow these simple steps to help reduce water pollution: Household Activities Do not rinse spills with water Use dry cleanup methods such as applying cat litter or another absorbent material, sweep and dispose of in the trash Take items such as used or excess batteries, oven cleaners, automotive fluids, painting products and cathode ray tubes, like TVs and computer monitors, to a Household Hazardous Waste Collection Center (HHWCC) For a HHWCC near you call (714) 834-6752 or visit www oclandfills com Do not hose down your driveway, sidewalk or patio to the street, gutter or storm drain Sweep up debris and dispose of it in the trash Automotive Take your vehicle to a commercial car wash whenever possible If you wash your vehicle at home, choose soaps, cleaners, or detergents labeled non-toxic, phosphate- free or biodegradable Vegetable and citrus-based products are typically safest for the environment Do not allow washwater from vehicle washing to drain into the street, gutter or storm drain Excess washwater should be disposed of in the sanitary sewer (through a sink or toilet) or onto an absorbent surface like your lawn Monitor your vehicles for leaks and place a pan under leaks Keep your vehicles well maintained to stop and prevent leaks Never pour oil or antifreeze in the street, gutter or storm drain Recycle these substances at a service station, a waste oil collection center or used oil recycling center For the nearest Used Oil Collection Center call 1-800-CLEANUP or visit www 1800cleanup org Pool Maintenance Pool and spa water must be dechlorinated and free of excess acid, alkali or color to be allowed in the street, gutter or storm drain When it is not raining, drain dechlorinated pool and spa water directly into the sanitary sewer Some cities may have ordinances that do not allow pool water to be disposed of in the storm drain Check with your city Landscape and Gardening Do not over-water Water your lawn and garden by hand to control the amount of water you use or set irrigation systems to reflect seasonal water needs If water flows off your yard onto your driveway or sidewalk, your system is over-watering Periodically inspect and fix leaks and misdirected sprinklers Do not rake or blow leaves, clippings or pruning waste into the street, gutter or storm drain Instead, dispose of waste by composting, hauling it to a permitted landfill, or as green waste through your city’s recycling program Follow directions on pesticides and fertilizer, (measure, do not estimate amounts) and do not use if rain is predicted within 48 hours Take unwanted pesticides to a HHWCC to be recycled For locations and hours of HHWCC, call (714) 834-6752 or visit www oclandfills com Trash Place trash and litter that cannot be recycled in securely covered trash cans Whenever possible, buy recycled products Remember: Reduce, Reuse, Recycle Pet Care Always pick up after your pet Flush waste down the toilet or dispose of it in the trash Pet waste, if left outdoors, can wash into the street, gutter or storm drain If possible, bathe your pets indoors If you must bathe your pet outside, wash it on your lawn or another absorbent/permeable surface to keep the washwater from entering the street, gutter or storm drain Follow directions for use of pet care products and dispose of any unused products at a HHWCC Common Pollutants Home Maintenance Detergents, cleaners and solvents Oil and latex paint Swimming pool chemicals Outdoor trash and litter Lawn and Garden Pet and animal waste Pesticides Clippings, leaves and soil Fertilizer Automobile Oil and grease Radiator fluids and antifreeze Cleaning chemicals Brake pad dust Even if you live miles from the Pacific Ocean, you may be unknowingly polluting it. Did You Know? Most people believe that the largest source of water pollution in urban areas comes from specific sources such as factories and sewage treatment plants In fact, the largest source of water pollution comes from city streets, neighborhoods, construction sites and parking lots This type of pollution is sometimes called “non-point source” pollution There are two types of non-point source pollution: stormwater and urban runoff pollution Stormwater runoff results from rainfall When rainstorms cause large volumes of water to rinse the urban landscape, picking up pollutants along the way Urban runoff can happen any time of the year when excessive water use from irrigation, vehicle washing and other sources carries trash, lawn clippings and other urban pollutants into storm drains Where Does It Go? Anything we use outside homes, vehicles and businesses – like motor oil, paint, pesticides, fertilizers and cleaners – can be blown or washed into storm drains A little water from a garden hose or rain can also send materials into storm drains Storm drains are separate from our sanitary sewer systems; unlike water in sanitary sewers (from sinks or toilets), water in storm drains is not treated before entering our waterways Sources of Non-Point Source Pollution Automotive leaks and spills Improper disposal of used oil and other engine fluids Metals found in vehicle exhaust, weathered paint, rust, metal plating and tires Pesticides and fertilizers from lawns, gardens and farms Improper disposal of cleaners, paint and paint removers Soil erosion and dust debris from landscape and construction activities Litter, lawn clippings, animal waste, and other organic matter Oil stains on parking lots and paved surfaces Dumping one quart of motor oil into a storm drain can contaminate 250,000 gallons of water. The Effect on the Ocean Non-point source pollution can have a serious impact on water quality in Orange County Pollutants from the storm drain system can harm marine life as well as coastal and wetland habitats They can also degrade recreation areas such as beaches, harbors and bays Stormwater quality management programs have been developed throughout Orange County to educate and encourage the public to protect water quality, monitor runoff in the storm drain system, investigate illegal dumping and maintain storm drains Support from Orange County residents and businesses is needed to improve water quality and reduce urban runoff pollution Proper use and disposal of materials will help stop pollution before it reaches the storm drain and the ocean For More Information California Environmental Protection Agency www calepa ca gov Orange County Stormwater Program Aliso Viejo (949) 425-2535 Anaheim Public Works Operations (714) 765-6860 The Ocean Begins at Your Front Door • Air Resources Board Brea Engineering (714) 990-7666 www arb ca gov Buena Park Public Works (714) 562-3655 • Department of Pesticide Regulation Costa Mesa Public Services (714) 754-5323 www cdpr ca gov Cypress Public Works (714) 229-6740 • Department of Toxic Substances Control Dana Point Public Works (949) 248-3584 www dtsc ca gov Fountain Valley Public Works (714) 593-4441 • Integrated Waste Management Board Fullerton Engineering Dept (714) 738-6853 www ciwmb ca gov Garden Grove Public Works (714) 741-5956 • Office of Environmental Health Hazard Huntington Beach Public Works (714) 536-5431 Assessment Irvine Public Works (949) 724-6315 www oehha ca gov La Habra Public Services (562) 905-9792 • State Water Resources Control Board La Palma Public Works (714) 690-3310 www waterboards ca gov Laguna Beach Water Quality (949) 497-0378 Earth 911 - Community-Specific Environmental Laguna Hills Public Services (949) 707-2650 Information 1-800-cleanup or visit www 1800cleanup Laguna Niguel Public Works (949) 362-4337 org Laguna Woods Public Works (949) 639-0500 Lake Forest Public Works (949) 461-3480 Health Care Agency’s Ocean and Bay Water Closure Los Alamitos Community Dev (562) 431-3538 and Posting Hotline Mission Viejo Public Works (949) 470-3056 (714) 433-6400 or visit www ocbeachinfo com Newport Beach, Code & Water Quality Enforcement (949) 644-3215 Integrated Waste Management Dept. of Orange Orange Public Works (714) 532-6480 County (714) 834-6752 or visit www oclandfills com for Placentia Public Works (714) 993-8245 information on household hazardous waste collection Rancho Santa Margarita (949) 635-1800 centers, recycling centers and solid waste collection San Clemente Environmental Programs (949) 361-6143 San Juan Capistrano Engineering (949) 234-4413 O.C. Agriculture Commissioner Santa Ana Public Works (714) 647-3380 (714) 447-7100 or visit www ocagcomm com Seal Beach Engineering (562) 431-2527 x317 Stanton Public Works (714) 379-9222 x204 Stormwater Best Management Practice Handbook Tustin Public Works/Engineering (714) 573-3150 Visit www cabmphandbooks com Villa Park Engineering (714) 998-1500 Westminster Public Works/Engineering (714) 898-3311 x446 UC Master Gardener Hotline Yorba Linda Engineering (714) 961-7138 (714) 708-1646 or visit www uccemg com Orange County Stormwater Program Orange County 24-Hour (877) 897-7455 The Orange County Stormwater Program has created and moderates an electronic mailing list to facilitate communications, take questions and exchange ideas among its users about issues and topics related to stormwater and urban runoff and the implementation of program elements To join the list, please send an email to ocstormwaterinfo-join@list ocwatersheds com Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455) On-line Water Pollution Problem Reporting Form w w w o c w a t e r s h e d s c o m Printed on Recycled Paper ATTACHMENT B HYDROLOGY STUDY HYDROLOGY STUDY FOR TRACT 907, LOT 473 APN 423-172-08 413 Via Lido Soud NEWPORT BEACH, CA 92663 Feb 7, 2023 PREPARED BY Core Civil Engineering, Inc 23172 Plaza Pointe Drive, $145 Laguna Hills, CA 92653 (949)954-7158 HYDROLOGY STUDY INTRODUCTIOIN The hydrology study presented in this report discusses the design criteria and methodology utilized for the hydrologic analysis of the subject property. The design criteria and methodology used in this study follow the Orange County Hydrology Manual. The 2-yr, 24- hour precipitation depths specified in the Orange County Hydrology Manual are used for hydrologic analysis of the 2-year, 24-hour storm. RATIONAL METHOD Runoff calculations for this study were accomplished using the Rational Method. The Rational Method is a physically based numerical method where runoff is assumed to be directly proportional to rainfall and area, less losses for infiltration and depression storage. Flows were computed based on the Rational formula: Q= CIA Where Q = peak discharge (cfs) C = Runoff coefficient based on land use and soil type I = Rainfall intensity (in./hr.) A = Watershed area (acre) The runoff coefficient represents the ratio of rainfall that runs off the watershed versus the portion that infiltrates to the soil or is held in depression storage. The runoff coefficient is dependent on the land use coverage and soil type. For a typical drainage study, rainfall intensity varies with the watershed time of concentration. The watershed time of concentration at any given point is defined as the time it would theoretically take runoff to travel from the most upstream point in the watershed to a concentration point, as calculated by equations in the Orange County Hydrology Manual. DRAINAGE AREA For this project, a total of one drainage area (DMA #1) was utilized for hydrology study of the subject property. DMA #1 Existing Conditions Total Area (sq. ft.) Total Impervious Area (sq. ft.) Total Pervious Area (sq. ft.) Length of Initial Area, L (ft.) Difference in Elevation b/w Ends of Initial Area, H (ft.) 3,602 (0.08 acre) 3,480 0 90 1.94 ft. Difference in elevation ends of initial area, H = 1.94 ft. From Figure D-1, Orange County Hydrology Manual Time of Concentration Tc = 5.8 min. From Figure B-3 for return frequency 2 yr. Intensity I(t) = atb = (5.702)(5.8-0.574) = 2.08 in/hr. Q = CIA Where Q = Runoff in cubic feet per second (cfs) C = Runoff coefficient representing the ratio of runoff to rainfall I = The time-averaged rainfall intensity in in./hr. corresponding to the time of concentration A = Drainage area in acre C = 0.9 (Ai + (I – Fp)Ap/I) for I > Fp C = 0.9Ai for I < Fp Where Fp = Infiltration rate (0.4-Soil Group A, 0.3-Soil Group B, 0.25-Soil Group C, 0.20-Soil Group D. Ai = Ratio of impervious area to total area Ap = Ratio of previous area to total area, Ap = 1-Ai C = 0.9 Q1exist(2yr.) = 0.9 x 2.08 x 0.08 = 0.15 cfs Proposed Conditions Total Area (sq. ft.) Total Impervious Area (sq. ft.) Total Pervious Area (sq. ft.) Length of Initial Area, L (ft.) Difference in Elevation b/w Ends of Initial Area, H (ft.) 3,602 (0.08 acre) 3,480 122 90 2.72 ft. Difference in elevation between ends of initial area, H = 2.72’ From Figure D-1, Orange County Hydrology Manual Time of Concentration Tc = 5.5 min. From Figure B-3 for return frequency 2 yr. Intensity I(t) = atb = (5.702)(5.5-0.574) = 2.14 in/hr. Q = CIA Where Q = Runoff in cubic feet per second (cfs) C = Runoff coefficient representing the ratio of runoff to rainfall I = The time-averaged rainfall intensity in in./hr. corresponding to the time of concentration A = Drainage area in acre C = 0.9 (Ai + (I – Fp)Ap/I) for I > Fp C = 0.9Ai for I < Fp Where Fp = Infiltration rate (0.4-Soil Group A, 0.3-Soil Group B, 0.25-Soil Group C, 0.20-Soil Group D. Ai = Ratio of impervious area to total area Ap = Ratio of previous area to total area, Ap = 1-Ai C = 0.9 Q1new(2yr.) = 0.9 x 2.14 x 0.08 = 0.154 cfs n= 0.009 for pvc pipe V= (1.49/0.009) x (R) 2/3 x (S) 1/2 ft/sec Q= V x Ap cfs A= 0.087 R=0.083 S=0.01 V= (1.49/0.009) x (0.083) 2/3 x (0.01) 1/2 = 3.15 Q= 3.15 x 0.087 Q= 0.274 cfs > 0.154 cfs OK for 4” PVC pipe with 1% slope ATTACHMENT D TECHNICAL GUIDANCE DOCUMENT EXHIBITS LLOOSS AANNGGEELLEESS CCOOUUNNTTYY OORRAANNGGEE CCOOUUNNTTYY 0.7 1.05 FIGURE XVI-1 Miles 7.2 3.6 1.8 0 12 Kilometers 6 3 0 SUBJECT TO FURTHER REVISION LEGEND Orange County Precipitation Stations 24 Hour, 85th Percentile Rainfall (Inches) 24 Hour, 85th Percentile Rainfall (Inches) - Extrapolated City Boundaries Rainfall Zones Design Capture Storm Depth (inches) 0.65" 0.7 0.75 0.80 0.85 0.90 0.95 1.00 1.10" Note: Events defined as 24-hour periods (calendar days) with greater than 0.1 inches of rainfall. For areas outside of available data coverage, professional judgment shall be applied. P:\ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 1 _ R a i n f a l l Z o n e s _ 2 0 1 1 0 2 1 5 . m x d SCA L E JO B TIT L E 1" = 1 . 8 m i l e s OR A N G E C O U N T Y TE C H N I C A L G U I D A N C E DE S I G N E D TH DR A W I N G TH CH E C K E D BM P RA I N F A L L Z O N E S DO C U M E N T DAT E 04/ 2 2 / 1 0 95 2 6 - E OR A N G E C O . CA JO B N O . LLOOSS AANNGGEELLEESS CCOOUUNNTTYY OORRAANNGGEE CCOOUUNNTTYY LEGEND City Boundaries Hydrologic Soil Groups A Soils B Soils C Soils D Soils Source: Soils: Natural Resources Conservation Service (NRCS) Soil Survey - soil_ca678, Orange County & Western Riverside Date of publication: 2006-02-08 http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm Miles 7.2 0 1.8 3.6 10 Kilometers 5 2.5 0 I SUBJECT TO FURTHER REVISION P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 a _ H y d r o S o i l s _ 2 0 1 1 0 2 1 5 . m x d 02/ 0 9 / 1 1 TIT L E NR C S H Y D R O L O G I C SO I L S G R O U P S JO B OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . C A SC A L E 1" = 1 . 8 m i l e s DE S I G N E D TH DR A W I N G TH CH E C K E D BM P DA T E JO B N O . 95 2 6 - E FIGURE XVI-2a LLOOSS AANNGGEELLEESS CCOOUUNNTTYY OORRAANNGGEE CCOOUUNNTTYY Miles 7.2 0 1.8 3.6 10 Kilometers 5 2.5 0 I LEGEND City Boundaries Hydrologic Soil Groups D Soils Source: D Soils: Natural Resources Conservation Service (NRCS) Soil Survey - soil_ca678, Orange County & Western Riverside Date of publication: 2006-02-08 http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm SUBJECT TO FURTHER REVISION P:\ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 b _ D - S o i l s _ 2 0 1 1 0 2 1 5 . m x d 02/ 0 9 / 1 1 TIT L E HY D R O L O G I C S O I L G R O U P TY P E D N R C S S O I L S U R V E Y JO B OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . C A SCA L E 1" = 1 . 8 m i l e s DES I G N E D TH DR A W I N G TH CH E C K E D BM P DAT E JO B N O . 95 2 6 - E FIGURE XVI-2b OORRAANNGGEE CCOOUUNNTTYY LEGEND City Boundaries Seismic Hazards Potential Landslide Area Source: Seismic Hazard Zone Maps Division of Mines and Geology, California Geology Survey, Publication Date: 2005; Data Downloaded 02-09-2011 http://www.conservation.ca.gov/cgs/shzp/Pages/Index.aspx LLOOSS AANNGGEELLEESS CCOOUUNNTTYY Miles 7.2 0 1.8 3.6 10 Kilometers 5 2.5 0 I SUBJECT TO FURTHER REVISION P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 c _ L a n d s l i d e s _ 2 0 1 1 0 2 1 5 . m x d 02/ 0 9 / 1 1 TIT L E HY D R O L O G I C S O I L G R O U P TY P E D N R C S S O I L S U R V E Y JO B OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . C A SC A L E 1" = 1 . 2 5 m i l e s DE S I G N E D TH DR A W I N G TH CH E C K E D BM P DA T E JO B N O . 95 2 6 - E FIGURE XVI-2c LLOOSS AANNGGEELLEESS CCOOUUNNTTYY OORRAANNGGEE CCOOUUNNTTYY SUBJECT TO FURTHER REVISION 50 0 1.25 2.5 5 Kilometers Miles 8 4 2 0 I LEGEND Depth To First Groundwater Contours City Boundaries OCWD Groundwater Basin Protection Boundary Note: Data are not available for South Orange County at this time. Source: Sprotte, Fuller and Greenwood, 1980. California Division of Mines and Geology; California Geological Survey P:\ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 d _ D e p t h T o G r o u n d w a t e r O v e r v i e w _ 2 0 1 1 0 2 1 5 . m x d 10 02/ 0 9 / 1 1 TIT L E NO R T H O R A N G E C O U N T Y MA P P E D D E P T H T O F I R S T GR O U N D W A T E R JO B OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . C A SC A L E 1" = 1 . 2 5 m i l e s DES I G N E D TH DRA W I N G TH CHE C K E D BM P DAT E JO B N O . 952 6 - E FIGURE XVI-2d LLOOSS AANNGGEELLEESS CCOOUUNNTTYY OORRAANNGGEE CCOOUUNNTTYY SUBJECT TO FURTHER REVISION 0 1.25 2.5 5 Kilometers Miles 8 4 2 0 I LEGEND City Boundaries OCWD Groundwater Basin Protection Boundary Depth To Groundwater <= 5' 5-10' Note: Data are not available for South Orange County at this time. Source: Sprotte, Fuller and Greenwood, 1980. California Division of Mines and Geology; California Geological Survey P:\ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 e _ D e p t h T o G r o u n d w a t e r L t 5 f t _ 2 0 1 1 0 2 1 5 . m x d 02/ 0 9 / 1 1 TIT L E NO R T H O R A N G E C O U N T Y MA P P E D S H A L L O W G R O U N D W A T E R JO B OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . C A SC A L E 1" = 1 . 2 5 m i l e s DES I G N E D TH DRA W I N G TH CHE C K E D BM P DAT E JO B N O . 952 6 - E FIGURE XVI-2e LLOOSS AANNGGEELLEESS CCOOUUNNTTYY OORRAANNGGEE CCOOUUNNTTYY SUBJECT TO FURTHER REVISION FIGURE XVI-2f 0 1.25 2.5 5 Kilometers Miles 8 4 2 0 I LEGEND City Boundaries OCWD Groundwater Basin Protection Boundary Plume Protection Boundaries North Basin Groundwater Protection Project South Basin Groundwater Protection Project El Toro Marine Base Tustin Marine Air Base Approximate Selenium Contamination Area Note: Individual contamination sites are not plotted. See State Water Resources Control Board Geotracker database (http://geotracker.waterboards.ca.gov), Department of Toxic Substance Control Envirostor database (http://www.envirostor.dtsc.ca.gov) and other applicable sources for current listing of active contaminated sites. Groundwater basin and plume protection boundaries for South Orange County are not shown on this exhibit at this time P:\ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 f _ N o r t h O C G r o u n d w a t e r P r o t e c t i o n A r e a s S t r e e t M a p _ 2 0 1 1 0 2 1 5 . m x d SC A L E JO B TIT L E 1" = 1 . 2 5 m i l e s DE S I G N E D NO R T H O R A N G E C O U N T Y GR O U N D W A T E R P R O T E C T I O N AR E A S OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . TH DR A W I N G TH CH E C K E D BM P DA T E 04/ 2 2 / 1 0 95 2 6 - E CA JO B N O . LLOOSS AANNGGEELLEESS CCOOUUNNTTYY OORRAANNGGEE CCOOUUNNTTYY FIGURE XVI-2g Miles 7.2 3.6 1.8 0 10 Kilometers 2.5 5 0 LEGEND OCWD Groundwater Basin Protection Boundary City Boundaries Infiltration Constraints 1 Constraint 2 Overlapping Constraints 3 Overlapping Constraints 4 Overlapping Constraints Analysis Layers Included: 1. Hydrologic Soil Group D, 2. Landslide Hazard Zone, 3. Groundwater Protection Areas 4. Approximate Selinium Area, 5. Depth to Groundwater <= 5' Note: Screening datasets are not exhaustive. The applicant should always conduct a review of available site-specific information relative to infiltration constraints as part of assessing the feasibility of stormwater infiltration. Source; Infiltration Constraint Analysis: PACE/Geosyntec SUBJECT TO FURTHER REVISION P:\ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 g _ I n f i l t r a t i o n F i n a l _ 2 0 1 1 0 2 1 5 . m x d SC A L E JO B TIT L E 1" = 1 . 8 m i l e s DE S I G N E D TH DR A W I N G TH CH E C K E D BM P IN F I L T R A T I O N A N A L Y S I S OV E R L A P P I N G C O N S T R A I N T LO C A T I O N S OR A N G E C O U N T Y IN F I L T R A T I O N S T U D Y OR A N G E C O . DA T E 04/ 2 2 / 1 0 95 2 6 - E CA JO B N O . AnaheimBay- HuntingtonHarbor Watershed EL MODENA-IRVINE RETARDING BASIN LOWER PETERS CANYON RETARDING BASIN EASTFOOT RETARDING BASIN ORCHARD ESTATES RETENTION BASIN RATTLESNAKE RESERVOIR SIPHON Santa Ana River Watershed HICKS CANYON RETARDING BASIN EAST HICKS CANYON RETARDING BASIN BEE CANYON Santa Ana River Watershed John Wayne Airport BONITA CANYON RESERVOIR NORTH LAKE SOUTH LAKE BASIN BASIN NUMBER 2 NUMBER 1 SAND CANYON RESERVOIR TRABUCO RETARDING BASIN LAGUNA RESERVOIR RESERVOIR RETARDING BASIN MARSHBURN RETARDING BASIN ROUND CANYON RETARDING BASIN AGUA CHINON RETARDING BASIN HARBOR VIEW DAM BIG CANYON RESERVOIR SAN JOAQUIN RESERVOIR VILLAGE POND PARK I! 0 South Orange County 4,000 Feet 8,000 16,000 PRELIMINARY MAP SUBJECT TO FURTHER REVISION Susceptibility Potential Areas of Erosion, Habitat, & Physical Structure Susceptibility Channel Type Earth (Unstable) Earth (Stabilized) Stabilized Tidel Influence <= Mean High Water Line (4.28') Water Body Basin Dam Lake Reservoir Other Lands Airport/Military P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 3 d _ N e w p o r t B a y S u s c e p t i b i l i t y _ 2 0 1 0 0 4 3 0 . m x d TH 04 / 3 0 / 1 0 TIT L E SU S C E P T I B I L I T Y A N A L Y I S NE W P O R T B A Y - NE W P O R T C O A S T A L S T R E A M S JO B OR A N G E C O U N T Y WA T E R S H E D MA S T E R P L A N N I N G OR A N G E C O . C A SCA L E 1" = 4 0 0 0 ' DES I G N E D DR A W I N G TH CH E C K E D BM P DAT E JO B N O . 95 2 6 - E FIGURE XVI-3d ATTACHMENT E WORK SHEETS FROM ORANGE COUNTY TGD Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet 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: Depth to groundwater at the site is greater than 7 feet per TGD Figure XVI-2e. Per the Preliminary Geotechnical Engineering Investigation Report by Costal Geotechnical, Inc dated March 10, 2022, groundwater was encountered at a depth of 7 feet below existing ground. This groundwater level is subject to minor fluctuation due to tidal changes. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 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 Preliminary Geotechnical Engineering Investigation Report by Costal Geotechnical, Inc dated March 10, 2022, the site is generally rectangular shaped lot and is elongated in a north to south direction with topography of the property descending gradually from front to rear on the order of a few feet. groundwater was encountered at a depth of 7 feet below existing ground. This groundwater level is subject to minor fluctuation due to tidal changes. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 3 Would infiltration of the DCV from drainage area violate downstream water rights? X Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx 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: The site is located on HSG D Soils per TDG Figure XVI-2a and XVI-2b. Per Orange County Hydrology Manual, Plate 2B, Hydrological Classifications of Soils, the site is characterized as Soil Type A. Per the Preliminary Geotechnical Engineering Investigation Report by Costal Geotechnical, Inc dated March 10, 2022, The earth materials encountered were classified as artificial fill underlain by native soils to the maximum depth explored. Artificial fills encountered consisted of slightly silty, fine to medium-grained sand, tan in color, damp and generally loose to medium dense. The fills were encountered to a depth of about 1.5 to 2 feet existing grade in the borings. Native soils encountered consisted of clean, fine to medium-grained sand, light gray tan and dark gray in color, damp to wet and generally medium dense, to maximum depth explored of 12.5 feet. Based on OC Hydrology Manual, Plate 2B, Hydrological Classifications of Soils Map and the Preliminary Geotechnical Engineering Investigation Report by Costal Geotechnical, Inc dated March 10, 2022, presence of soil characteristics does not support categorization as D soils. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 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: Per TGD, Figure XVI-3d, the project site is not located within a watershed with impaired bodies. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Provide basis: The project will disturb less than 10 acres and less than 30 DU for residential project. The project is considered a “small project” in accordance with the 2013 Model WQMP. The 2013 Countywide Model WQMP allows the use of regional maps and other available site data in lieu of infiltration testing for “small projects”. Per the Preliminary Geotechnical Engineering Investigation Report by Costal Geotechnical, Inc dated March 10, 2022, The earth materials encountered were classified as artificial fill underlain by native soils to the maximum depth explored. Artificial fills encountered consisted of slightly silty, fine to medium-grained sand, tan in color, damp and generally loose to medium dense. The fills were encountered to a depth of about 1.5 to 2 feet existing grade in the borings. Native soils encountered consisted of clean, fine to medium-grained sand, light gray tan and dark gray in color, damp to wet and generally medium dense, to maximum depth explored of 12.5 feet. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 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: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 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: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx 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. No 9 If any answer from row 1-3 is yes: infiltration of any volume is not feasible within the DMA or equivalent. Provide basis: See Rows 1 – 3. Summarize findings of infeasibility screening Feasible 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: See Rows 4 – 7. Summarize findings of infeasibility screening Feasible 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. Feasible Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx 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= 0.67 inches 2 Enter calculated drawdown time of the proposed BMP based on equation provided in applicable BMP Fact Sheet, T (hours) T= 48 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= 1.04 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= 1.04 8 Calculate the resultant design capture storm depth (inches), dfraction= fraction × d dfraction= 0.67 inches 9 SOC Only: When using this method for biofiltration sizing, check that the resulting volume in ponding plus pore spaces is at least 0.75× the remaining DCV (after accounting for upstream HSC/retention BMPs). (See Worksheet SOC-1) Y / N / NA Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A (acres) A= 0.08 acres 2 Enter Project Imperviousness, imp (unitless) imp= 0.966 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.87 0.87 4 Calculate runoff volume, Vdesign= (C x drfraction x A x 43560 x (1/12)) Vdesign= 170.2 cu-ft Supporting Calculations Describe system: Design infiltration BMP using four, 15' long each, 12"(W) x 18" (D) trench drains and one, 27' long, 24" (W) x 18" (D) bottomless trench drain. Total areas of trench drains and bottomless trench drain provided is 4x1'x15'+28'x2' = 116 sq. ft. Vproposed = A*Ponding depth (dp) → 114 sq. ft. * (18"/12) ft = 171 cu. ft. > Vdesign = 170.2 cu-ft., OK Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Worksheet C: Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs Thus, the proposed four trench drains and one bottomless trench drain at the site are sized to fully treat the calculated construction drawdown volume of 171 cu-ft which exceeds the design volume of 170.2 cu-ft. and DCV of 170.2 cu-ft. Provide drawdown time calculations per applicable BMP Fact Sheet: DD = (dp/KMEDIA) * 12 in./ft. → DD = ((18"/12) ft./2.5) * 12 → DD = 7.2 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. Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Worksheet J: Summary of Harvested Water Demand and Feasibility 1 What demands for harvested water exist in the tributary area (check all that apply): 2 Toilet and urinal flushing □ 3 Landscape irrigation □ 4 Other: _ _ _ □ 5 What is the design capture storm depth? (Figure III.1) d 0.67 inches 6 What is the project size? A 0.08 ac 7 What is the acreage of impervious area? IA 0.0799 ac For projects with multiple types of demand (toilet flushing, irrigation demand, and/or other demand) 8 What is the minimum use required for partial capture? (Table X.6) gpd 9 What is the project estimated wet season total daily use (Section X.2)? gpd 10 Is partial capture potentially feasible? (Line 9 > Line 8?) For projects with only toilet flushing demand 11 What is the minimum TUTIA for partial capture? (Table X.7) 12 What is the project estimated TUTIA? 13 Is partial capture potentially feasible? (Line 12 > Line 11?) For projects with only irrigation demand 14 What is the minimum irrigation area required based on conservation landscape design? (Table X.8) 0.154 ac 15 What is the proposed project irrigated area? (multiply conservation landscaping by 1; multiply active turf by 2) 0.0001 ac 16 Is partial capture potentially feasible? (Line 15 > Line 14?) No Provide supporting assumptions and citations for controlling demand calculation: ATTACHMENT F GRADING PLANS AND TOPOGRAPHIC SURVEY MAP LOT 473 TRACT NO. 907 M.M. 28/25-36 LOT A VI A L I D O S O U D ℄ LOT 472 LOT A SD SD SD SD SD SD SD 2%2% 2% SD SD SD SD SD SD SD SD SD SD SD 2% SUB SUB SUB SUB SUB SUB SUB 2% SD SD SUB SUB SUB SUB SUB SUB SUB SD SD SD SD SD SD SD SD GF F = 1 1 . 7 6 ' GF F = 1 1 . 6 7 ' GF F = 1 1 . 6 7 ' GF F = 1 1 . 7 6 ' PROPOSED BUILDING FF= 12.09' PAD=11.42' PROPOSED BUILDING FF= 10.59' PAD=9.92' 11.45 TG 10.70 INV 11.65 TG 10.50 INV 11.45 TG 10.30 INV 11.25 TG 10.10 INV 12.09 TC 11.67 FS 12.09 TC 11.67 FS 12.09 TC 11.67 FS 12.09 TC 11.47 FG 11.65 FS 11.20 FS 10.54 FS 10.54 FS 11.35 TG 10.60 INV S=0.01 11.55 TG 10.40 INV 10.29 TG 9.54 INV 10.49 TG 9.34 INV 10.37 FS 2%11.45 FS10.39 FS 2% 10.54 FS 8.98 FS S=0.01 S=0.01 S=0.01 S=0.01S=0.01S=0.01 1 1111 1 1 8.95 TG 8.20 INV 9.95 FS 9.28 FG PROPOSED BUILDING FF= 12.09' PAD=11.42' 12.09 FS10.59 FS 11 2 3 22 2 EXISTING STREET LIGHT TO BE PROTECTED IN PLACE EXISTING EXISTING STREET LIGHT PULL BOX TO BE PROTECTED IN PLACE EXISTING WATER METER TO BE PROTECTED IN PLACE SETBACK LINE SETBACK LINE 3' SI D E S E T B A C K 4' FRONT SETBACK 3' SI D E S E T B A C K ⅊ N17°29'00" E 90.00' ⅊ N 7 2 ° 3 1 ' 0 0 " W 4 0 . 0 2 ' ⅊ N 7 2 ° 3 1 ' 0 0 " W 4 0 . 0 2 ' ⅊ N17°29'00" E 90.00' 11.59 FS 2% SUBSUBSUBSUBSUBSUBSUBSDSDSDSDSDSDSDSD 11.55 TG 10.80 INV1 S=0.0123 2% 2% 2% 10.54 FS 0.45% 0.25% 12.09 TC 11.72 FS 22.5' 7.5' 2.5'20' 11.22 FG S=0.01 EXISTING EXISTING STREET LIGHT PULL BOX TO BE PROTECTED IN PLACE EXISTING STREET LIGHT TO BE PROTECTED IN PLACE 2% (11.62) FG 2% 2% 5% 11.56 FS2% 5% 4 2% 5% 5% 1%1%1%S=0.01 1% 2% 5% 1% 10.44 TG 8.44 INV5 S=0 . 1 5 4 2% 11.60 TG 10.85 INV1 1%3 41%1%1%1%S=0.01 2% 10.48 TG 8.17 INV5 S= 0 . 0 1 2% (9.00) FS 4.7% SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SU B SUB SUB SUB SUB SUB SUB SUB 34 6 7 6 6 6 7 7 7 PROPOSED GARAGE 7 PROPOSED GARAGE 7 8 8 8 8 8 8 8 9 1011 LEGEND EXISTING CONTOUR PROPOSED CONTOUR SPOT ELEVATION PROPOSED CONCRETE AREA PROPOSED RETAINING WALL PROPOSED LANDSCAPE AREA PROPOSED PLANTER VIEW TERRACE (STONE PAVERS) PROPOSED DECOMPOSED GRANITE (DG) PROPOSED STORM DRAIN PROPOSED SUB DRAIN FLOW LINE PROPERTY LINE SURFACE SLOPE STORM DRAIN SLOPE PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE TW TOP OF WALL HP HIGH POINT EXIST EXISTING 100 100 100FS SD X.X% S=X.X SUB CONSTRUCTION KEY NOTE INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL. INSTALL 4" DIA. PVC SCHEDULE 40 OR SDR 35 PIPE DRAIN SYSTEM. CONSTRUCT 12" WIDE BY 18" DEEP TRENCH DRAIN 15' IN LENGTH. 4" PERFORATED PIPE WITHIN TRENCH DRAIN. CONSTRUCT 24" WIDE BY 18" DEEP BOTTOMLESS TRENCH DRAIN 27' IN LENGTH. EXISTING BUILDING TO BE REMOVED. CONSTRUCT NEW BUILDING PER ARCHITECTURAL PLAN. EXISTING WALL TO BE REMOVED. CONSTRUCT 5' WOOD FENCE, PAINT WHITE. PROPOSED 2 FT. STUCCO WALL WITH 4 FT. OBSCURED GLASS ON TOP, FOOTING ALL ON PROJECT SITE. PROPOSED 2 FT. STUCCO WALL, FOOTING ALL ON PROJECT SIDE. 1 2 3 4 5 6 7 8 9 10 11 3 4" Ø CRUSHED ROCK 4" Ø MIN. FRENCH DRAIN PERFORATION @ BOTTOM FILTER CLOTH LAP 12" @ TOP12" 18 " 4" C O N C R E T E 6" T O P S O I L PERFORATED DRAIN TRENCH DETAIL NOT TO SCALE Z Z NOTE: a.DIG A 24" WIDE X 18" MIN. DEPTH TRENCH b.PLACE FILTER CLOTH IN THE TRENCH LAP 12" @ TOP c.FILL BOTTOM OF THE TREHCH W/ 3/4" CRUSHED ROCK d.FORM AND POUR PERIMETER CONC. CURB e.FILL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4" FROM TOP OF TRENCH 24" 18 " M I N . 10 " 6" GRATE FILL THIS PORTION WITH CRUSHED ROCK AFTER POURING GRATE SUPPORT CURB #4 REBAR T&B 6" MIN. WIDE PEDESTRIAN SAFE FRAME & GRATE 3 8" SLOT OPENING. EASE JORDAN IRON WORKS OR EQUAL 800-784-4100 DIMENSIONS DETERMINED BY GRATE FRAME DIMENSIONS. USE FRAME AS A FORM 34" CRUSHED ROCK SECTION Z-Z PLAN BOTTOMLESS TRENCH DRAIN DETAIL NOT TO SCALE SHEET NO.: APPROVED BYDATENO.REVISIONS PROJECT NO.: OWNER/SUBDIVIDER: SINGLE FAMILY RESIDENCE 23018 PLANS PREPARED BY: SHARONA COHEN & EDWIN HARONIAN 413 VIA LIDO SOUD, NEWPORT BEACH, CA 92663 413 VIA LIDO SOUD, NEWPORT BEACH, CA 92663 PROJECT ADDRESS C-2 (2WQMP) PRECISE GRADING PLAN SCALE 1"= 5' SCALE 1" = 5' 201005101520 PRECISE GRADING AND DRAINAGE PLAN - FOUND 1" IRON PIPE WITH TAG STAMPED 'LS2312' - FOUND SCRIBE X MONUMENT NOTES 3 5 BMP #1 - TRENCH DRAIN AREA = 15 SF BMP #3 - TRENCH DRAIN AREA = 15 SF BMP #2 - TRENCH DRAIN AREA = 15 SF BMP #4 - TRENCH DRAIN AREA = 15 SF BMP #5 - BOTTOMLESS TRENCH DRAIN AREA = 54 SF