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Home My WebLink AboutAppendix I - Preliminary Water Quality Management PlanThienes Engineering, Inc. CIVIL ENGINEERING  LAND SURVEYING Storm Water P ) For: Almond Ave Trailer Yard XXXX Almond Avenue Fontana, CA 92335 APNs: 0234-061-04 Prepared DLJ Fontana, LLC 9895 Double R. Boulevard Reno, NV 89521 Phone: (310) 979-8000 Contact: Matt Englhard Prepared Thienes Engineering, Inc. 14349 Firestone Boulevard La Mirada, CA 90638 Phone: (714) 521-4811 Contact: Luis Prado (luisp@thieneseng.com) Job No. 4292-Fontana Preliminary for Entitlements Complete Date: Construction WQMP Complete Date: Final WQMP Approved Date: Preliminary Submittal:January 27, 2026 Construction Submittal: Final Submittal: WQMPPC25-00051 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC Project Owner’s Certification This Water Quality Management Plan (WQMP) has been prepared for DLJ Fontana, LLC by Thienes Engineering, Inc. The WQMP is intended to comply with the requirements of the City of Fontana and the NPDES Areawide Stormwater Program requiring the preparation of a WQMP. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the San Bernardino County’s Municipal Storm Water Management Program and the intent of the NPDES Permit for San Bernardino County and the incorporated cities of San Bernardino County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors in interest and the city/county shall be notified of the transfer. The new owner will be informed of its responsibility under this WQMP. A copy of the approved WQMP shall be available on the subject site in perpetuity. “I certify under a penalty of law that the provisions (implementation, operation, maintenance, and fund) of the WQMP have been accepted and that the plan will be transferred to future successors.” Permit/Application Number(s):WQMPPC25-00051 Grading Permit Number(s):TBD Tract/Parcel Map Number(s):Building Permit Number(s):TBD CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract):APNs: 0234-061-04 Owner Name: DLJ Fontana, LLC Name, Title Matt Englhard, [TBD] Company DLJ Fontana, LLC Address 9895 Double R. Boulevard, Reno, NV 89521 Email matt@pcllc.com Telephone #(310) 979-8000 Signature Date Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC Preparer’s Certification Permit/Application Number(s):WQMPPC25-00051 Grading Permit Number(s):TBD Tract/Parcel Map Number(s):Building Permit Number(s):TBD CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract):APNs: 0234-061-04 “The selection, sizing and design of stormwater treatment and other stormwater quality and quantity control measures in this plan were prepared under my oversight and meet the requirements of Regional Water Quality Control Board Order No. R8-2010-0036.” Engineer: Reinhard Stenzel Title Director of Engineering Company Thienes Engineering, Inc. Address 14349 Firestone Boulevard, La Mirada, CA 90638 Email reinhard@thieneseng.com Telephone #(714) 521-4811 Signature PE Stamp Below Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC i Contents Section 1 Discretionary Permit(s)..........................................................................................................1-1 Section 2 Project Description................................................................................................................2-1 2.1 Project Information..................................................................................................................2-1 2.2 Property Ownership/Management..........................................................................................2-2 2.3 Potential Stormwater Pollutants..............................................................................................2-2 2.4 Water Quality Credits...............................................................................................................2-3 Section 3 Site and Watershed Description............................................................................................3-1 Section 4 Best Management Practices (BMP).......................................................................................4-1 4.1 Source Control BMP.................................................................................................................4-1 4.1.1 Pollution Prevention............................................................................................................4-1 4.1.2 Preventive LID Site Design Practices....................................................................................4-6 4.2 Project Performance Criteria...................................................................................................4-7 4.3 Project Conformance Analysis...............................................................................................4-13 4.3.1 Site Design Hydrologic Source Control BMP......................................................................4-15 4.3.2 Infiltration BMPs................................................................................................................4-17 4.3.3 Harvest and Use BMP........................................................................................................4-19 4.3.4 Biotreatment BMP.............................................................................................................4-20 4.3.5 Conformance Summary.....................................................................................................4-24 4.3.6 Hydromodification Control BMP .......................................................................................4-25 4.4 Alternative Compliance Plan (if applicable)...........................................................................4-26 Section 5 Inspection and Maintenance Responsibility for Post Construction BMP..............................5-1 Section 6 WQMP Attachments..............................................................................................................6-1 6.1 Site Plan and Drainage Plan.....................................................................................................6-1 6.2 Electronic Data Submittal.........................................................................................................6-1 6.3 Post Construction.....................................................................................................................6-1 6.4 Other Supporting Documentation...........................................................................................6-1 6.5 SWQMP Certification...............................................................................................................6-2 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC ii Forms Form 1-1 Project Information....................................................................................................................1-1 Form 2.1-1 Description of Proposed Project.............................................................................................2-1 Form 2.2-1 Property Ownership/Management ........................................................................................2-2 Form 2.3-1 Pollutants of Concern .............................................................................................................2-2 Form 2.4-1 Water Quality Credits.............................................................................................................2-3 Form 3-1 Site Location and Hydrologic Features ......................................................................................3-1 Form 3-2 Existing Hydrologic Characteristics for Drainage Area (DA).......................................................3-2 Form 3-3 Watershed Description..............................................................................................................3-3 Form 4.1-1 Non-Structural Source Control BMPs .....................................................................................4-2 Form 4.1-2 Structural Source Control BMPs .............................................................................................4-4 Form 4.1-3 Preventive LID Site Design Practices Checklist........................................................................4-6 Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume (DA 1).........................................4-7 Form 4.2-2 Summary of HCOC Assessment...............................................................................................4-9 Form 4.2-3 HCOC Assessment for Runoff Volume..................................................................................4-10 Form 4.2-4 HCOC Assessment for Time of Concentration......................................................................4-11 Form 4.2-5 HCOC Assessment for Peak Runoff.......................................................................................4-12 Form 4.3-1 Infiltration BMP Feasibility....................................................................................................4-14 Form 4.3-2 Site Design Hydrologic Source Control BMPs .......................................................................4-16 Form 4.3-3 Infiltration LID BMP (including underground BMPs).............................................................4-18 Form 4.3-4 Harvest and Use BMPs..........................................................................................................4-19 Form 4.3-5 Selection and Evaluation of Biotreatment BMP ...................................................................4-20 Form 4.3-6 Volume Based Biotreatment – Bioretention and Planter Boxes with Underdrains..............4-21 Form 4.3-7 Volume Based Biotreatment – Constructed Wetlands and Extended Detention.................4-22 Form 4.3-8 Flow Based Biotreatment .....................................................................................................4-23 Form 4.3-9 Conformance Summary and Alternative Compliance Volume Estimate (DA 1 DMA A).......4-24 Form 4.3-10 Hydromodification Control BMPs.......................................................................................4-25 Form 5-1 BMP Inspection and Maintenance.............................................................................................5-1 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC iii Attachments Attachment A: Existing Condition Site Photos Attachment B: BMP Design Calculations & Supporting Documentation Attachment C: WQMP Site Map Attachment D: WQMP and Stormwater BMP Transfer, Access and Maintenance Agreement Attachment E: Educational Materials Attachment F: Geotechnical Report Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 1-1 Section 1 Discretionary Permit(s) Form 1-1 Project Information Project Name Almond Ave Trailer Yard Project Owner Contact Name:Matt Englhard Mailing Address: 9895 Double R. Blvd. Reno, NV 89521 E-mail Address:matt@pcllc.com Telephone:(310) 979-8000 Permit/Application Number(s):WQMPPC25-00051 Tract/Parcel Map Number(s):APN 0234-061-04 Additional Information/ Comments: n/a Description of Project: The project site encompasses approximately 9.49 acres. Proposed improvements include a paved Portland Cement Concrete (PCC) parking lot specifically designed for truck trailers, an office building, a trash enclosure, and landscaping along the perimeter and throughout the site. The site is currently occupied by a Jensen Precast (Jensen) facility, which manufactures prefabricated concrete products. Onsite operations consist of equipment parking and material storage across unpaved storage yards. The site currently lacks permanent structures and storm conveyance systems. Runoff generally surface drains onto the southerly neighboring properties. The table below summarizes the impervious and pervious areas for existing and proposed conditions. Pervious ImperviousProject Area Area (acres)Percentage Area (acres)Percentage Existing Conditions 9.49 100%0.00 0% Proposed Conditions 1.44 15%8.05 85% The LID BMPs for this site will include a hydrodynamic separator for pretreatment, an underground detention system, and a proprietary biofiltration system (Modular Wetlands System, MWS) for biotreatment. Additionally, a sump pump is proposed to convey the design capture volume (DCV) to the MWS. The pump will be activated when stormwater reaches the "ON" float switch and is designed to operate at a minimum flow rate of 131 gallons per minute (GPM). Based on the Geotechnical Report dated September 9, 2025 and supplemental letter dated November 24, 2025, prepared by TGR (provided in Attachment F), the site's soil conditions are not suitable for infiltration-dependent BMPs. The western half of the site has approximately 60 feet of uncontrolled fill, while the eastern half has approximately 28 feet of compacted fill. In the proposed condition, runoff will drain southerly into grated inlets. A proposed storm drain system (Line A) will then convey this runoff to the proposed underground detention system. From the detention system, the DCV will be conveyed to a sump pump via a proposed low-flow storm drain and pumped into the MWS for treatment. The pump will be designed to handle a low flow rate that is equal to or slightly greater than the MWS’ treatment flow rate. This flow rate is intended to drain/treat the DCV within the allotted 48 hours. Pumped flows exceeding the MWS’ treatment flow rate will overflow via a return pipe and outlet back into the pump’s wet well. Given the small flow rate of the pump, stormwater is expected to back up and fill the detention system. Once the detention system is full, it is understood that the DCV has been captured. At this point, stormwater will back up via Line A, overflow through a wall opening onto a riprap pad, and slowly disperse onto the neighboring southern properties, mimicking the existing conditions. After the storm passes, no additional flows will enter the detention system, and the detained volume will slowly deplete as stormwater is pumped through the MWS for treatment over the 48-hour period. Treated flows from the MWS will gravity drain via a proposed low-flow storm drain onto the proposed riprap pad Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 1-2 through a wall opening. Approximately 0.55 acres of the site, consisting of 0.50 acres of landscaping and 0.05 acres of driveway, will drain offsite without being physically routed to the onsite BMPs for treatment. The driveway area could not be routed to the onsite BMPs due to driveway design/technical constraints and will therefore be accounted for in the DCV calculations even though it does not physically drain there. The underground detention system and Modular Wetlands System (MWS) are designed as an "offline" system and are expected to detain the DCV regardless of storm intensity. The design assumes that the detention system has reached maximum volumetric capacity prior to the 100-year peak flow occurring. For the 100-year peak flows, mitigation is provided by a proposed orifice plate which will cause surface ponding above the parking lot. The resulting mitigated flows will then be temporarily detained above ground in the parking lot. From there, flows will back up via Line A, overflow through a wall opening onto a riprap pad, and slowly disperse onto the neighboring southern properties as it did in existing conditions. The project also proposes street improvements; however, they consist of less than ½ mile and therefore not required to treat any public improvements per Appendix A of the San Bernardino Technical Guidance Document. Provide summary of Conceptual WQMP conditions (if previously submitted and approved). Attach complete copy. n/a Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 2-1 Section 2 Project Description 2.1 Project Information This section of the WQMP should provide the information listed below. The information provided for Conceptual/Preliminary WQMP should give sufficient detail to identify the major proposed site design and LID BMPs and other anticipated water quality features that impact site planning. Final Project WQMP must specifically identify all BMP incorporated into the final site design and provide other detailed information as described herein. The purpose of this information is to help determine the applicable development category, pollutants of concern, watershed description, and long-term maintenance responsibilities for the project, and any applicable water quality credits. This information will be used in conjunction with the information in Section 3, Site Description, to establish the performance criteria and to select the LID BMP or other BMP for the project or other alternative programs that the project will participate in, which are described in Section 4. Form 2.1-1 Description of Proposed Project 1 Development Category (Select all that apply):  Significant re-development involving the addition or replacement of 5,000 ft2 or more of impervious surface on an already developed site  New development involving the creation of 10,000 ft2 or more of impervious surface collectively over entire site  Automotive repair shops with standard industrial classification (SIC) codes 5013, 5014, 5541, 7532- 7534, 7536-7539  Restaurants (with SIC code 5812) where the land area of development is 5,000 ft2 or more  Hillside developments of 5,000 ft2 or more which are located on areas with known erosive soil conditions or where the natural slope is 25 percent or more  Developments of 2,500 ft2 of impervious surface or more adjacent to (within 200 ft) or discharging directly into environmentally sensitive areas or waterbodies listed on the CWA Section 303(d) list of impaired waters.  Parking lots of 5,000 ft2 or more exposed to storm water  Retail gasoline outlets that are either 5,000 ft2 or more, or have a projected average daily traffic of 100 or more vehicles per day  Non-Priority / Non-Category Project May require source control LID BMPs and other LIP requirements. Please consult with local jurisdiction on specific requirements. 2 Project Area (ft2): 413,384* (9.49 acres) 3 Number of Dwelling Units:n/a 4 SIC Code:4225 5 Is Project going to be phased? Yes No If yes, ensure that the WQMP evaluates each phase as a distinct DA, requiring LID BMPs to address runoff at time of completion. 6 Does Project include roads? Yes No If yes, ensure that applicable requirements for road projects are addressed (see Appendix A of TGD for WQMP) * This value includes 0.55 acres of landscape and driveway areas which will drain offsite. Of these 0.55 acres, 0.50 acres are landscape areas, considered to be self-mitigating and not included in the DCV. The remaining 0.05 acres consists of the driveway areas, which will be accounted for in the DCV calculations even though it does not physically drain there. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 2-2 2.2 Property Ownership/Management Describe the ownership/management of all portions of the project and site. State whether any infrastructure will transfer to public agencies (City, County, Caltrans, etc.) after project completion. State if a homeowners or property owners association will be formed and be responsible for the long-term maintenance of project stormwater facilities. Describe any lot-level stormwater features that will be the responsibility of individual property owners. Form 2.2-1 Property Ownership/Management Describe property ownership/management responsible for long-term maintenance of WQMP stormwater facilities: DLJ Fontana, LLC 9895 Double R. Boulevard Reno, NV 89521 Phone: (310) 979-8000 Contact: Matt Englhard No infrastructure will be transferred to a public agency after project completion. A property owner’s association (POA) will not be formed for long-term maintenance of onsite stormwater facilities. The owner will maintain onsite stormwater facilities as shown in Attachment D. Determine and describe expected stormwater pollutants of concern based on land uses and site activities (refer to Table 3-3 in the TGD for WQMP). Form 2.3-1 Pollutants of Concern Pollutan Circle On E=Expected, N=o Exp d Listed for Receiving Water Additional Information and Comments Pathogens (Bacterial / Virus)E N X Including petroleum hydrocarbons. Bacterial indicators are routinely detected in pavement runoff. Phosphorous E N Expected pollutant if landscaping exists on-site. Nitrogen E N X Expected pollutant if landscaping exists on-site. Sediment E N Expected pollutant if landscaping exists on-site. Metals E N X Expected pollutant if landscaping exists on-site. Oil and Grease E N Trash / Debris E N Pesticides / Herbicides E N Organic Compounds E N Expected pollutant if landscaping exists on-site. Including petroleum hydrocarbons and solvents. Other: The priority pollutants of concern are Pathogens, Nitrogen, and Metals. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 2-3 2.4 Water Quality Credits A water quality credit program is applicable for certain types of development projects if it is not feasible to meet the requirements for on-site LID. Proponents for eligible projects, as described below, can apply for water quality credits that would reduce project obligations for selecting and sizing other treatment BMP or participating in other alternative compliance programs. Refer to Section 6.2 in the TGD for WQMP to determine if water quality credits are applicable for the project. Form 2.4-1 Water Quality Credits 1 Project Types that Qualify for Water Quality Credits: Select all that apply  Redevelopment projects that reduce the overall impervious footprint of the project site. [Credit = % impervious reduced] Higher density development projects  Vertical density [20%]  7 units/ acre [5%]  Mixed use development, (combination of residential, commercial, industrial, office, institutional, or other land uses which incorporate design principles that demonstrate environmental benefits not realized through single use projects) [20%]  Brownfield redevelopment (redevelop real property complicated by presence or potential of hazardous contaminants) [25%]  Redevelopment projects in established historic district, historic preservation area, or similar significant core city center areas [10%]  Transit-oriented developments (mixed use residential or commercial area designed to maximize access to public transportation) [20%]  In-fill projects (conversion of empty lots & other underused spaces < 5 acres, substantially surrounded by urban land uses, into more beneficially used spaces, such as residential or commercial areas) [10%]  Live-Work developments (variety of developments designed to support residential and vocational needs) [20%] 2 Total Credit %: n/a (Total all credit percentages up to a maximum allowable credit of 50 percent) Description of Water Quality Credit Eligibility (if applicable)n/a The proposed project will not utilize any water quality credits. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 3-1 Section 3 Site and Watershed Description Describe the project site conditions that will facilitate the selection of BMP through an analysis of the physical conditions and limitations of the site and its receiving waters. Identify distinct drainage areas (DA) that collect flow from a portion of the site and describe how runoff from each DA (and sub- watershed DMAs) is conveyed to the site outlet(s). Refer to Section 3.2 in the TGD for WQMP. Complete form 3.2 for each DA on the project site. Form 3-1 Site Location and Hydrologic Features Site coordinates Take GPS measurement at approximate center of site Latitud : 34.074974 Lon itud : -117.49506 Thomas Bros Map page: Page 604 1 San Bernardino County climatic region: Valley Mountain Desert 2 Does the site have more than one drainage area (DA): Yes No If no, proceed to Form 3-2. If yes, then use this form to show a conceptual schematic describing DMAs and hydrologic feature connecting DMAs to the site outlet(s). An example is provided below that can be modified for proposed project or a drawing clearly showing DMA and flow routing may be attached. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 3-2 Form 3-2 Existing Hydrologic Characteristics for Drainage Area (DA) For each drainage area’s sub-watershed DMA, provide the following characteristics Hyd 100-101 Hyd 110-111 1 DMA drainage area (ft2)305,356 (7.01 ac)108,029 (2.48 ac) 2 Existing site impervious area (ft2)0 0 3 Antecedent moisture condition For desert areas, use http://www.sbcounty.gov/dpw/floodcontrol/pdf/2 0100412_map.pdf AMC II AMC II 4 Hydrologic soil group Refer to Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP HSG A HSG A 5 Longest flowpath length (ft)839 686 6 Longest flowpath slope (ft/ft)0.0132 0.0127 7 Current land cover type(s) Select from Fig C-3 of Hydrology Manual Barren Barren 8 Pre-developed pervious area condition: Based on the extent of wet season vegetated cover good >75%; Fair 50-75%; Poor <50% See Attachment A for photos of site to support rating Poor Poor Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 3-3 Form 3-3 Watershed Description Receiving Waters Refer to Watershed Mapping Tool - http://sbcounty.permitrack.com/WAP See ‘Drainage Facilities” link at this website Declez Channel San Sevaine Channel Santa Ana River, Reach 3 Prado Dam Santa Ana River, Reach 2 Santa Ana River, Reach 1 Pacific Ocean Applicable TMDLs Refer to Local Implementation Plan Declez Channel: None San Sevaine Channel: None Santa Ana River, Reach 3: Nitrate, Pathogens Prado Dam: Pathogens Santa Ana River, Reach 2: None Santa Ana River, Reach 1: None Pacific Ocean: None 303(d) listed impairments Refer to Local Implementation Plan and Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP and State Water Resources Control Board website – http://www.waterboards.ca.gov/santaana/water_iss ues/programs/tmdl/index.shtml Declez Channel: None San Sevaine Channel: None Santa Ana River, Reach 3: Copper, Lead, Pathogens Prado Dam: Nutrients, Pathogens Santa Ana River, Reach 2: Indicator Bacteria Santa Ana River, Reach 1: None Pacific Ocean: None Environmentally Sensitive Areas (ESA) Refer to Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP n/a Unlined Downstream Water Bodies Refer to Watershed Mapping Tool – http://sbcounty.permitrack.com/WAP Santa Ana River Hydrologic Conditions of Concern  Yes Complete Hydrologic Conditions of Concern (HCOC) Assessment. Include Forms 4.2-2 through Form 4.2-5 and Hydromodification BMP Form 4.3-10 in submittal  No (see Attachment C for applicability map) Watershed–based BMP included in a RWQCB approved WAP  Yes Attach verification of regional BMP evaluation criteria in WAP •More Effective than On-site LID •Remaining Capacity for Project DCV •Upstream of any Water of the US •Operational at Project Completion •Long-Term Maintenance Plan  No Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-1 Section 4 Best Management Practices (BMP) 4.1 Source Control BMP 4.1.1 Pollution Prevention Non-structural and structural source control BMP are required to be incorporated into all new development and significant redevelopment projects. Form 4.1-1 and 4.1-2 are used to describe specific source control BMPs used in the WQMP or to explain why a certain BMP is not applicable. Table 7-3 of the TGD for WQMP provides a list of applicable source control BMP for projects with specific types of potential pollutant sources or activities. The source control BMP in this table must be implemented for projects with these specific types of potential pollutant sources or activities. The preparers of this WQMP have reviewed the source control BMP requirements for new development and significant redevelopment projects. The preparers have also reviewed the specific BMP required for project as specified in Forms 4.1-1 and 4.1-2. All applicable non-structural and structural source control BMP shall be implemented in the project. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-2 Form 4.1-1 Non-Structural Source Control BMPs Check One Identifier Name Included Not Applicable Describe BMP Implementation OR, if not applicable, state reason N1 Education of Property Owners, Tenants and Occupants on Stormwater BMPs X Property owner will familiarize him/herself with the educational materials in Attachment “E” and the contents of the WQMP. N2 Activity Restrictions X No outdoor work areas, processing, storage or wash area. N3 Landscape Management BMPs X Irrigation must be consistent with the local agency’s Water Conservation Ordinance. Fertilizer and pesticide usage will be consistent with local agency’s Management Guidelines for Use of Fertilizers and Pesticides. N4 BMP Maintenance X BMP maintenance, implementation schedules, and responsible parties are included with each specific BMP narrative. N5 Title 22 CCR Compliance (How development will comply)X No hazardous wastes onsite. N6 Local Water Quality Ordinances X The project must comply with any applicable local water quality ordinances. The local jurisdiction (City of Fontana), under local water quality ordinances, has authority to ensure clean stormwater discharges from the site. N7 Spill Contingency Plan X Owner/tenant will have a spill contingency plan based on individual site needs. N8 Underground Storage Tank Compliance X No USTs onsite. N9 Hazardous Materials Disclosure Compliance X No hazardous materials onsite. N10 Uniform Fire Code Implementation X Owner will comply with Article 80 of the Uniform Fire Code enforced by the fire protection agency. N11 Litter/Debris Control Program X Contract with their landscape maintenance firm to provide this service during regularly schedule maintenance. N12 Employee Training X The owner will ensure that tenants are also familiar with onsite BMPs and necessary maintenance required of the tenants. Owner will check with City and County at least once a year to obtain new or updated educational materials and provide these materials to tenants. Employees shall be trained to clean up spills and participate in ongoing maintenance. The WQMP requires annual employee training and new hires within 2 months. N13 Housekeeping of Loading Docks X No loading docks onsite. N14 Catch Basin Inspection Program X Monthly inspection by property owner’s designee. Vacuum basins when sediment or trash becomes 2-inches deep and dispose of properly. N15 Vacuum Sweeping of Private Streets and Parking Lots X All landscape maintenance contractors will be required to sweep up all landscape cuttings, mowings and fertilizer materials off paved areas weekly and dispose of properly. Parking areas and drive ways will be swept monthly by sweeping contractor. N16 Other Non-structural Measures for Public Agency Projects X Not a public agency project. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-3 Form 4.1-1 Non-Structural Source Control BMPs Check One Identifier Name Included Not Applicable Describe BMP Implementation OR, if not applicable, state reason N17 Comply with all other applicable NDPES permits X Will comply with Construction General Permit and Industrial General Permit (may apply for No Exposure Certification/NEC). Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-4 Form 4.1-2 Structural Source Control BMPs Check One Identifier Name Included Not Applicable Describe BMP Implementation OR, if not applicable, state reason S1 Provide storm drain system stenciling and signage (CASQA New Development BMP Handbook SD-13) X “No Dumping – Flows to Creek” stencils will be applied. Legibility of stencil will be maintained on a yearly basis. S2 Design and construct outdoor material storage areas to reduce pollution introduction (CASQA New Development BMP Handbook SD-34) X No outdoor material storage areas onsite. S3 Design and construct trash and waste storage areas to reduce pollution introduction (CASQA New Development BMP Handbook SD-32) X Paved with an impervious surface, designed not to allow run-on from adjoining areas, designed to divert drainage from adjoining roofs and pavements diverted around the area, screened or walled to prevent off-site transport of trash. Provide solid roof or awning to prevent direct contact with rainfall. S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control (Statewide Model Landscape Ordinance; CASQA New Development BMP Handbook SD-12) X Irrigation systems shall include reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines. Timers will be used to avoid over watering and watering cycles and duration shall be adjusted seasonally by the landscape maintenance contractor. The landscaping areas will be grouped with plants that have similar water requirements. Native or drought tolerant species shall also be used where appropriate to reduce excess irrigation runoff and promote surface filtration. S5 Finish grade of landscaped areas at a minimum of 1-2 inches below top of curb, sidewalk, or pavement X Landscaped areas will be depressed in order to increase retention of stormwater/irrigation water and promote infiltration. S6 Protect slopes and channels and provide energy dissipation (CASQA New Development BMP Handbook SD-10) X Not applicable; no slopes or channels to protect. S7 Covered dock areas (CASQA New Development BMP Handbook SD-31)X No dock areas onsite. S8 Covered maintenance bays with spill containment plans (CASQA New Development BMP Handbook SD-31) X No maintenance bays onsite. S9 Vehicle wash areas with spill containment plans (CASQA New Development BMP Handbook SD-33) X No vehicle wash areas onsite. S10 Covered outdoor processing areas (CASQA New Development BMP Handbook SD-36) X No outdoor processing areas onsite. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-5 Form 4.1-2 Structural Source Control BMPs Check One Identifier Name Included Not Applicable Describe BMP Implementation OR, if not applicable, state reason S11 Equipment wash areas with spill containment plans (CASQA New Development BMP Handbook SD-33) X No equipment wash areas onsite. S12 Fueling areas (CASQA New Development BMP Handbook SD-30)X No fueling areas onsite. S13 Hillside landscaping (CASQA New Development BMP Handbook SD-10)X No hillsides onsite. S14 Wash water control for food preparation areas X No food preparation onsite. S15 Community car wash racks (CASQA New Development BMP Handbook SD-33)X No community cars wash racks onsite. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-6 4.1.2 Preventive LID Site Design Practices Site design practices associated with new LID requirements in the MS4 Permit should be considered in the earliest phases of a project. Preventative site design practices can result in smaller DCV for LID BMP and hydromodification control BMP by reducing runoff generation. Describe site design and drainage plan including: •A narrative of site design practices utilized or rationale for not using practices •A narrative of how site plan incorporates preventive site design practices •Include an attached Site Plan layout which shows how preventative site design practices are included in WQMP Refer to Section 5.2 of the TGD for WQMP for more details. Form 4.1-3 Preventive LID Site Design Practices Checklist Site Design Practices If yes, explain how preventative site design practice is addressed in project site plan. If no, other LID BMPs must be selected to meet targets. Minimize impervious areas: Yes No Not applicable, development consists of a light industrial facility. Most areas will be paved; however, disturbed areas will be fully stabilized with landscaping and overflow runoff will be collected by the underground detention system combined with a proprietary biofiltration system for treatment. Maximize natural infiltration capacity: Yes No Due to the “uncontrolled fill”, infiltration is not recommended. Preserve existing drainage patterns and time of concentration: Yes No No Post-development drainage patterns will mimic pre-development conditions. Stormwater will be detained in the truck yard and decrease the time of concentration compared to existing condition. Disconnect impervious areas: Yes No The biotreatment BMPs will disconnect impervious areas before discharging offsite. Protect existing vegetation and sensitive areas: Yes No Not applicable, there are no existing vegetation onsite (see Attachment A for recent site photos). Re-vegetate disturbed areas: Yes No Not applicable, development consists of a light industrial facility. Most of the disturbed areas will be paved; however, all disturbed areas will be collected by the underground detention system combined with a proprietary biofiltration system for treatment. Minimize unnecessary compaction in stormwater retention/infiltration basin/trench areas: Yes No No Due to the “uncontrolled fill”, infiltration is not recommended. Utilize vegetated drainage swales in place of underground piping or imperviously lined swales: Yes No No Underground piping and imperviously lined swales are located in traffic areas and could not be substituted with a vegetated swale. Stake off areas that will be used for landscaping to minimize compaction during construction : Yes No No Landscaped areas will be staked to minimize unnecessary compaction during construction. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-7 4.2 Project Performance Criteria The purpose of this section of the Project WQMP is to establish targets for post development hydrology based on performance criteria specified in the MS4 Permit. These targets include runoff volume for water quality control (referred to as LID design capture volume), and runoff volume, time of concentration, and peak runoff for protection of any downstream waterbody segments with a HCOC. If the project has more than one outlet for stormwater runoff, then complete additional versions of these forms for each DA / outlet. Methods applied in the following forms include: •For LID BMP Design Capture Volume (DCV), the San Bernardino County Stormwater Program requires use of the P6 method (MS4 Permit Section XI.D.6a.ii) – Form 4.2-1 •For HCOC pre- and post-development hydrologic calculation, the San Bernardino County Stormwater Program requires the use of the Rational Method (San Bernardino County Hydrology Manual Section D). Forms 4.2-2 through Form 4.2-5 calculate hydrologic variables including runoff volume, time of concentration, and peak runoff from the project site pre- and post-development using the Hydrology Manual Rational Method approach. For projects greater than 640 acres (1.0 mi2), the Rational Method and these forms should not be used. For such projects, the Unit Hydrograph Method (San Bernardino County Hydrology Manual Section E) shall be applied for hydrologic calculations for HCOC performance criteria. Refer to Section 4 in the TGD for WQMP for detailed guidance and instructions. Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume (DA 1) 1 Project area (ft2): 389,426 DMA 1 – 8.94 ac 2 Imperviousness after applying preventative site design practices (Imp%): 100% 3 Runoff Coefficient (Rc): 0.892 Rc = 0.858(Imp%)3 - 0.78(Imp%)2 + 0.774(Imp%) + 0.04 4 Determine 1-hour rainfall depth for a 2-year return period P2yr-1hr (in): 0.520 http://hdsc.nws.noaa.gov/hdsc/pfds/sa/sca_pfds.html 5 Compute P6, Mean 6-hr Precipitation (inches): 0.770 P6 = Item 4 *C1, where C1 is a function of site climatic region specified in Form 3-1 Item 1 (Valley = 1.4807; Mountain = 1.909; Desert = 1.2371) 6 Drawdown Rate Use 48 hours as the default condition. Selection and use of the 24 hour drawdown time condition is subject to approval by the local jurisdiction. The necessary BMP footprint is a function of drawdown time. While shorter drawdown times reduce the performance criteria for LID BMP design capture volume, the depth of water that can be stored is also reduced. 24-hrs  48-hrs  7 Compute design capture volume, DCV (ft3): 43,752 DCV = 1/12 * [Item 1* Item 3 *Item 5 * C2], where C2 is a function of drawdown rate (24-hr = 1.582; 48-hr = 1.963) Compute separate DCV for each outlet from the project site per schematic drawn in Form 3-1 Item 2 1 Project area (ft2): 2,178 Driveway Runoff - 0.05 ac 2 Imperviousness after applying preventative site design practices (Imp%): 100% 3 Runoff Coefficient (Rc): 0.892 Rc = 0.858(Imp%)3 - 0.78(Imp%)2 + 0.774(Imp%) + 0.04 4 Determine 1-hour rainfall depth for a 2-year return period P2yr-1hr (in): 0.520 http://hdsc.nws.noaa.gov/hdsc/pfds/sa/sca_pfds.html Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-8 Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume (DA 1) 5 Compute P6, Mean 6-hr Precipitation (inches): 0.770 P6 = Item 4 *C1, where C1 is a function of site climatic region specified in Form 3-1 Item 1 (Valley = 1.4807; Mountain = 1.909; Desert = 1.2371) 6 Drawdown Rate Use 48 hours as the default condition. Selection and use of the 24 hour drawdown time condition is subject to approval by the local jurisdiction. The necessary BMP footprint is a function of drawdown time. While shorter drawdown times reduce the performance criteria for LID BMP design capture volume, the depth of water that can be stored is also reduced. 24-hrs  48-hrs  7 Compute design capture volume, DCV (ft3): 245 DCV = 1/12 * [Item 1* Item 3 *Item 5 * C2], where C2 is a function of drawdown rate (24-hr = 1.582; 48-hr = 1.963) Compute separate DCV for each outlet from the project site per schematic drawn in Form 3-1 Item 2 1 This value does not include 0.50 acres of landscape that will drain offsite and is considered to be self- mitigating. TOTAL DA 1 DCV (ft3) = 43,752 + 245 = 43,997 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-9 Form 4.2-2 Summary of HCOC Assessment Does project have the potential to cause or contribute to an HCOC in a downstream channel: Yes No Go to: http://sbcounty.permitrack.com/WAP/ If “Yes”, then complete HCOC assessment of site hydrology for 2yr storm event using Forms 4.2-3 through 4.2-5 and insert results below (Forms 4.2-3 through 4.2-5 may be replaced by computer software analysis based on the San Bernardino County Hydrology Manual) If “No,” then proceed to Section 4.3 Project Conformance Analysis Condition Runoff Volume (ft3)Time of Concentration (min)Peak Runoff (cfs) Pre-developed 1 n/a Form 4.2-3 Item 12 2 n/a Form 4.2-4 Item 13 3 n/a Form 4.2-5 Item 10 Post-developed 4 n/a Form 4.2-3 Item 13 5 n/a Form 4.2-4 Item 14 6 n/a Form 4.2-5 Item 14 Difference 7 n/a Item 4 – Item 1 8 n/a Item 5 – Item 2 9 n/a Item 6 – Item 3 Difference (as % of pre-developed) 10 n/a Item 7 / Item 1 11 n/a Item 8 / Item 2 12 n/a Item 9 / Item 3 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-10 Form 4.2-3 HCOC Assessment for Runoff Volume Pre-developed DA Add more columns if more than 4 DMA Post-developed DA Add more columns if more than 4 DMACompute weighted curve number for pre and post developed conditions DMA A DMA B DMA C DMA D DMA A DMA B DMA C DMA D 1 Land Cover type 2 Hydrologic Soil Group (HSG) 3 DMA Area, ft2 sum of areas of DMA should equal area of DA 4 Curve Number (CN) Use Items 1 and 2 to select the appropriate CN from Appendix C-2 of the TGD for WQMP 5 Pre-Developed area-weighted CN: 6 Post-Developed area-weighted CN: 7 Pre-developed soil storage capacity, S (in): S = (1000 / Item 5) - 10 8 Post-developed soil storage capacity, S (in): S = (1000 / Item 6) - 10 9 Initial abstraction, Ia (in): Ia = 0.2 * Item 7 10 Initial abstraction, Ia (in): Ia = 0.2 * Item 8 11 Precipitation for 2 yr, 24 hr storm (in): Go to: http://hdsc.nws.noaa.gov/hdsc/pfds/sa/sca_pfds.html 12 Pre-developed Volume (ft3): Vpre =(1 / 12) * (Item sum of Item 3) * [(Item 11 – Item 9)^2 / ((Item 11 – Item 9 + Item 7) 13 Post-developed Volume (ft3): Vpre =(1 / 12) * (Item sum of Item 3) * [(Item 11 – Item 10)^2 / ((Item 11 – Item 10 + Item 8) 14 Volume Reduction needed to meet HCOC Requirement, (ft3): VHCOC = (Item 13 * 0.95) – Item 12 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-11 Form 4.2-4 HCOC Assessment for Time of Concentration Compute time of concentration for pre and post developed conditions for each DA (For projects using the Hydrology Manual complete the form below) Pre-developed DA Add more columns if more than 4 DMA Post-developed DA Add more columns if more than 4 DMAVariables DMA A DMA B DMA C DMA D DMA A DMA B DMA C DMA D 1 Length of flowpath (ft) Use Form 3-2 Item 5 for pre-developed condition 2 Change in elevation (ft) 3 Slope (ft/ft), So = Item 2 / Item 1 4 Land cover 5 Initial DMA Time of Concentration (min) Appendix C-1 of the TGD for WQMP 6 Length of conveyance from DMA outlet to project site outlet (ft) May be zero if DMA outlet is at project site outlet 7 Cross-sectional area of channel (ft2) 8 Wetted perimeter of channel (ft) 9 Manning’s roughness of channel (n) 10 Channel flow velocity (ft/sec) Vfps = (1.49 /Item 9) * (Item 7/Item 8)0.67 * (Item 3)0.5 11 Travel time to outlet (min) Tt = Item 6 / (Item 10 * 60) 12 Total time of concentration (min) Tc = Item 5 + Item 11 13 Pre-developed time of concentration (min): Minimum of Item 12 pre-developed DMA 14 Post-developed time of concentration (min): Minimum of Item 12 post-developed DMA 15 Additional time of concentration needed to meet HCOC requirement (min): TC-HCOC = (Item 14 * 0.95) – Item 13 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-12 Form 4.2-5 HCOC Assessment for Peak Runoff Compute peak runoff for pre and post developed conditions Pre-developed DA Add more columns if more than 3 DMA Post-developed DA Add more columns if more than 3 DMAVariables DMA A DMA B DMA C DMA A DMA B DMA C 1 Rainfall Intensity for storm duration equal to time of concentration Ipeak = 10^(LOG Form 4.2-1 Item 4 - 0.6 LOG Form 4.2-4 Item 5 /60) 2 Drainage Area of each DMA (ft2) For DMA with outlet at project site outlet, include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA C) 3 Ratio of pervious area to total area For DMA with outlet at project site outlet, include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA C) 4 Pervious area infiltration rate (in/hr) Use pervious area CN and antecedent moisture condition with Appendix C-3 of the TGD for WQMP 5 Maximum loss rate (in/hr) Fm = Item 3 * Item 4 Use area-weighted Fm from DMA with outlet at project site outlet, include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA C) 6 Peak Flow from DMA (cfs) Qp =Item 2 * 0.9 * (Item 1 - Item 5) DMA A n/a n/a DMA B n/a n/a 7 Time of concentration adjustment factor for other DMA to site discharge point Form 4.2-4 Item 12 DMA / Other DMA upstream of site discharge point (If ratio is greater than 1.0, then use maximum value of 1.0)DMA C n/a n/a 8 Pre-developed Qp at Tc for DMA A: Qp = Item 6DMAA + [Item 6DMAB * (Item 1DMAA – Item 5DMAB) / (Item 1DMAB - Item 5DMAB) * Item 7DMAA/2] + [Item 6DMAC * (Item 1DMAA - Item 5DMAC) / (Item 1DMAC - Item 5DMAC) * Item 7DMAA/3] 9 Pre-developed Qp at Tc for DMA B: Qp = Item 6DMAB + [Item 6DMAA * (Item 1DMAB – Item 5DMAA) / (Item 1DMAA - Item 5DMAA) * Item 7DMAB/1] + [Item 6DMAC * (Item 1DMAB - Item 5DMAC) / (Item 1DMAC - Item 5DMAC) * Item 7DMAB/3] 10 Pre-developed Qp at Tc for DMA C: Qp = Item 6DMAC + [Item 6DMAA * (Item 1DMAC – Item 5DMAA) / (Item 1DMAA - Item 5DMAA) * Item 7DMAC/1] + [Item 6DMAB * (Item 1DMAC - Item 5DMAB) / (Item 1DMAB - Item 5DMAB) * Item 7DMAC/2] 11 Peak runoff from pre-developed condition confluence analysis (cfs): Maximum of Item 8, 9, and 10 12 Post-developed Qp at Tc for DMA A: Same as Item 8 for post-developed values 13 Post-developed Qp at Tc for DMA B: Same as Item 9 for post-developed values 14 Post-developed Qp at Tc for DMA C: Same as Item 10 for post-developed values 15 Peak runoff from post-developed condition confluence analysis (cfs): Maximum of Item 12, 13, and 14 16 Peak runoff reduction needed to meet HCOC Requirement (cfs): Qp-HCOC = (Item 14 * 0.95) – Item 11 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-13 4.3 Project Conformance Analysis Complete the following forms for each project site DA to document that the proposed LID BMPs conform to the project DCV developed to meet performance criteria specified in the MS4 Permit (WQMP Template Section 4.2). For the LID DCV, the forms are ordered according to hierarchy of BMP selection as required by the MS4 Permit (see Section 5.3.1 in the TGD for WQMP). The forms compute the following for on-site LID BMP: •Site Design and Hydrologic Source Controls (Form 4.3-2) •Retention and Infiltration (Form 4.3-3) •Harvested and Use (Form 4.3-4) or •Biotreatment (Form 4.3-5). At the end of each form, additional fields facilitate the determination of the extent of mitigation provided by the specific BMP category, allowing for use of the next category of BMP in the hierarchy, if necessary. The first step in the analysis, using Section 5.3.2.1 of the TGD for WQMP, is to complete Forms 4.3-1 and 4.3-3) to determine if retention and infiltration BMPs are infeasible for the project. For each feasibility criterion in Form 4.3-1, if the answer is “Yes,” provide all study findings that includes relevant calculations, maps, data sources, etc. used to make the determination of infeasibility. Next, complete Forms 4.3-2 and 4.3-4 to determine the feasibility of applicable HSC and harvest and use BMPs, and, if their implementation is feasible, the extent of mitigation of the DCV. If no site constraints exist that would limit the type of BMP to be implemented in a DA, evaluate the use of combinations of LID BMPs, including all applicable HSC BMPs to maximize on-site retention of the DCV. If no combination of BMP can mitigate the entire DCV, implement the single BMP type, or combination of BMP types, that maximizes on-site retention of the DCV within the minimum effective area. If the combination of LID HSC, retention and infiltration, and harvest and use BMPs are unable to mitigate the entire DCV, then biotreatment BMPs may be implemented by the project proponent. If biotreatment BMPs are used, then they must be sized to provide sufficient capacity for effective treatment of the remainder of the volume-based performance criteria that cannot be achieved with LID BMPs (TGD for WQMP Section 5.4.4.2). Under no circumstances shall any portion of the DCV be released from the site without effective mitigation and/or treatment. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-14 Form 4.3-1 Infiltration BMP Feasibility Feasibility Criterion – Complete evaluation for each DA on the Project Site 1 Would infiltration BMP pose significant risk for groundwater related concerns? Yes No Refer to Section 5.3.2.1 of the TGD for WQMP If Yes, Provide basis: (attach) 2 Would installation of infiltration BMP significantly increase the risk of geotechnical hazards? Yes No (Yes, if the answer to any of the following questions is yes, as established by a geotechnical expert): •The location is less than 50 feet away from slopes steeper than 15 percent •The location is less than eight feet from building foundations or an alternative setback. •A study certified by a geotechnical professional or an available watershed study determines that stormwater infiltration would result in significantly increased risks of geotechnical hazards. If Yes, Provide basis: Based on the Geotechnical Report dated September 9, 2025, prepared by TGR (provided in Attachment F), the site's soil conditions are not suitable for infiltration-dependent BMPs. The western half of the site has approximately 60 feet of uncontrolled fill, while the eastern half has approximately 28 feet of compacted fill. 3 Would infiltration of runoff on a Project site violate downstream water rights? Yes No If Yes, Provide basis: (attach) 4 Is proposed infiltration facility located on hydrologic soil group (HSG) D soils or does the site geotechnical investigation indicate presence of soil characteristics, which support categorization as D soils? Yes No If Yes, Provide basis: (attach) 5 Is the design infiltration rate, after accounting for safety factor of 2.0, below proposed facility less than 0.3 in/hr (accounting for soil amendments)? Yes No If Yes, Provide basis: (attach) 6 Would on-site infiltration or reduction of runoff over pre-developed conditions be partially or fully inconsistent with watershed management strategies as defined in the WAP, or impair beneficial uses? Yes No See Section 3.5 of the TGD for WQMP and WAP If Yes, Provide basis: (attach) 7 Any answer from Item 1 through Item 3 is “Yes”: Yes No If yes, infiltration of any volume is not feasible onsite. Proceed to Form 4.3-4, Harvest and Use BMP. If no, then proceed to Item 9 below. 8 Any answer from Item 4 through Item 6 is “Yes”: Yes No If yes, infiltration is permissible but is not required to be considered. Proceed to Form 4.3-2, Hydrologic Source Control BMP. If no, then proceed to Item 9, below. 9 All answers to Item 1 through Item 6 are “No”: Yes No Infiltration of the full DCV is potentially feasible, LID infiltration BMP must be designed to infiltrate the full DCV to the MEP. Proceed to Form 4.3-2, Hydrologic Source Control BMP. This infiltration BMP feasibility form applies to every DMA on the project site. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-15 4.3.1 Site Design Hydrologic Source Control BMP Section XI.E. of the Permit emphasizes the use of LID preventative measures; and the use of LID HSC BMPs reduces the portion of the DCV that must be addressed in downstream BMPs. Therefore, all applicable HSC shall be provided except where they are mutually exclusive with each other, or with other BMPs. Mutual exclusivity may result from overlapping BMP footprints such that either would be potentially feasible by itself, but both could not be implemented. Please note that while there are no numeric standards regarding the use of HSC, if a project cannot feasibly meet BMP sizing requirements or cannot fully address HCOCs, feasibility of all applicable HSC must be part of demonstrating that the BMP system has been designed to retain the maximum feasible portion of the DCV. Complete Form 4.3- 2 to identify and calculate estimated retention volume from implementing site design HSC BMP. Refer to Section 5.4.1 in the TGD for more detailed guidance. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-16 Form 4.3-2 Site Design Hydrologic Source Control BMPs 1 Implementation of Impervious Area Dispersion BMP (i.e. routing runoff from impervious to pervious areas), excluding impervious areas planned for routing to on-lot infiltration BMP): Yes No If yes, complete Items 2-5; If no, proceed to Item 6 Variables Aggregate impervious area dispersion with equal ratios of pervious to impervious; BMP Type and DA BMP Type and DA BMP Type and DA 2 Total impervious area draining to pervious area 3 Ratio of pervious area receiving runoff to impervious area 4 Retention volume achieved from impervious area dispersion (ft3) V = Item2 * Item 3 * (0.5/12), assuming retention of 0.5 inches of runoff 5 Sum of retention volume achieved from impervious area dispersion (ft3): 0 Vretention = Sum of Item 4 for all BMPs 6 Implementation of Localized On-lot Infiltration BMPs (e.g. on-lot rain gardens): Yes No If yes, complete Items 7-13 for aggregate of all on-lot infiltration BMP in each DA; If no, proceed to Item 14 BMP Type and DA BMP Type and DA BMP Type and DA 7 Ponding surface area (ft2) Ponding depth (ft) 9 Surface area of amended soil/gravel (ft2) 10 Average depth of amended soil/gravel (ft) 11 Average porosity of amended soil/gravel 12 Retention volume achieved from on-lot infiltration (ft3) Vretention = (Item 7 *Item 8) + (Item 9 * Item 10 * Item 11) 13 Runoff volume retention from on-lot infiltration (ft3): 0 Vretention = Sum of Item 12 for all BMPs 14 Implementation of evapotranspiration BMP (green, brown, or blue roofs): Yes No If yes, complete Items 15-20. If no, proceed to Item 21 BMP Type and DA BMP Type and DA BMP Type and DA 15 Rooftop area planned for ET BMP (ft2) 16 Average wet season ET demand (in/day) Use local values, typical ~ 0.1 17 Daily ET demand (ft3/day) Item 15 * (Item 16 / 12) 18 Drawdown time (hrs) Copy Item 6 in Form 4.2-1 19 Retention Volume (ft3) Vretention = Item 17 * (Item 18 / 24) 20 Runoff volume retention from evapotranspiration BMPs (ft3): 0 V = Sum of Item 19 for all BMPs 21 Implementation of Street Trees: Yes No If yes, complete Items 20-2. If no, proceed to Item 26 BMP Type and DA BMP Type and DA BMP Type and DA 22 Number of Street Trees 23 Average canopy cover over impervious area (ft2) 24 Runoff volume retention from street trees (ft3) Vretention = Item 22 * Item 23 * (0.05/12) assume runoff retention of 0.05 inches 25 Runoff volume retention from street tree BMPs (ft3): 0 Vretention = Sum of Item 24 for all BMPs 26 Implementation of residential rain barrels/cisterns: Yes No If yes, complete Items 27-28; If no, proceed to Item 30 BMP Type and DA BMP Type and DA BMP Type and DA 27 Number of rain barrels/cisterns 28 Runoff volume retention from rain barrels/cisterns (ft3) Vretention = Item 27 * 3 29 Runoff volume retention from residential rain barrels/Cisterns (ft3): 0 Vretention =Sum of Item 28 for all BMPs 30 Total Retention Volume from Site Design Hydrologic Source Control BMPs: 0 Sum of Items 5, 13, 20, 25 and 29 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-17 4.3.2 Infiltration BMPs Use Form 4.3-3 to compute on-site retention of runoff from proposed retention and infiltration BMPs. Volume retention estimates are sensitive to the percolation rate used, which determines the amount of runoff that can be infiltrated within the specified drawdown time. The infiltration safety factor reduces field measured percolation to account for potential inaccuracy associated with field measurements, declining BMP performance over time, and compaction during construction. Appendix D of the TGD for WQMP provides guidance on estimating an appropriate safety factor to use in Form 4.3-3. If site constraints limit the use of BMPs to a single type and implementation of retention and infiltration BMPs mitigate no more than 40% of the DCV, then they are considered infeasible and the Project Proponent may evaluate the effectiveness of BMPs lower in the LID hierarchy of use (Section 5.5.1 of the TGD for WQMP) If implementation of infiltrations BMPs is feasible as determined using Form 4.3-1, then LID infiltration BMPs shall be implemented to the MEP (section 4.1 of the TGD for WQMP). Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-18 Form 4.3-3 Infiltration LID BMP (including underground BMPs) (DA 1) 1 Remaining LID DCV not met by site design HSC BMP (ft3): 43,997 V = Form 4.2-1 Item 7 - Form 4.3-2 Item 30 BMP Type Use columns to the right to compute runoff volume retention from proposed infiltration BMP (select BMP from Table 5-4 in TGD for WQMP) n/a n/a n/a 2 Infiltration rate of underlying soils (in/hr) See Section 5.4.2 and Appendix D of the TGD for WQMP for minimum requirements for assessment methods n/a n/a n/a 3 Infiltration safety factor See TGD Section 5.4.2 and Appendix D n/a n/a n/a 4 Design percolation rate (in/hr) Pdesign = Item 2 / Item 3 n/a n/a n/a 5 Ponded water drawdown time (hr) Copy Item 6 in Form 4.2-1 n/a n/a n/a 6 Maximum ponding depth (ft) BMP specific, see Table 5-4 of the TGD for WQMP for BMP design details n/a n/a n/a 7 Ponding Depth (ft) dBMP = Minimum of (1/12 * Item 4 * Item 5) or Item 6 n/a n/a n/a 8 Infiltrating surface area, SA(ft2) The lesser of the area needed for BMP infiltration of full DCV or minimum space requirements from Table 5-7 of the TGD for WQMP n/a n/a n/a 9 Amended soil depth, dmedia (ft) Only included in certain BMP types, see Table 5-4 in the TGD for WQMP for reference to BMP design details n/a n/a n/a 10 Amended soil porosity n/a n/a n/a 11 Gravel depth, dmedia (ft) Only included in certain BMP types, see Table 5-4 of the TGD for WQMP for BMP design details n/a n/a n/a 12 Gravel porosity n/a n/a n/a 13 Duration of storm as basin is filling (hrs) Typical ~ 3hrs n/a n/a n/a 14 Above Ground Retention Volume (ft3) Vretention = Item 8 * [Item7 + (Item 9 retention * Item 10) + (Item 11 * Item 12) + (Item 13 * (Item 4 / 12))] n/a n/a n/a 15 Underground Retention Volume (ft3) Volume determined using manufacturer’s specifications and calculations n/a n/a n/a 16 Total Retention Volume from LID Infiltration BMPs (ft3): 0 (Sum of Items 14 and 15 for all infiltration BMP included in plan) 17 Fraction of DCV achieved with infiltration BMP: 0% Retention% = Item 16 / Form 4.2-1 Item 7 18 Is full LID DCV retained on-site with combination of hydrologic source control and LID retention and infiltration BMPs? Yes No If yes, demonstrate conformance using Form 4.3-10; If no, then reduce Item 3, Factor of Safety to 2.0 and increase Item 8, Infiltrating Surface Area, such that the portion of the site area used for retention and infiltration BMPs equals or exceeds the minimum effective area thresholds (Table 5-7 of the TGD for WQMP) for the applicable category of development and repeat all above calculations. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-19 4.3.3 Harvest and Use BMP Harvest and use BMP may be considered if the full LID DCV cannot be met by maximizing infiltration BMPs. Use Form 4.3-4 to compute on-site retention of runoff from proposed harvest and use BMPs. Volume retention estimates for harvest and use BMPs are sensitive to the on-site demand for captured stormwater. Since irrigation water demand is low in the wet season, when most rainfall events occur in San Bernardino County, the volume of water that can be used within a specified drawdown period is relatively low. The bottom portion of Form 4.3-4 facilitates the necessary computations to show infeasibility if a minimum incremental benefit of 40 percent of the LID DCV would not be achievable with MEP implementation of on-site harvest and use of stormwater (Section 5.5.4 of the TGD for WQMP). Form 4.3-4 Harvest and Use BMPs 1 Remaining LID DCV not met by site design HSC or infiltration BMP (ft3): 43,997 Vunmet = Form 4.2-1 Item 7 - Form 4.3-2 Item 30 – Form 4.3-3 Item 16 BMP Type(s) Compute runoff volume retention from proposed harvest and use BMP (Select BMPs from Table 5-4 of the TGD for WQMP) BMP Type and DA BMP Type and DA BMP Type and DA 2 Describe cistern or runoff detention facility 3 Storage volume for proposed detention type (ft3) Volume of cistern 4 Landscaped area planned for use of harvested stormwater (ft2) 5 Average wet season daily irrigation demand (in/day) Use local values, typical ~ 0.1 in/day 6 Daily water demand (ft3/day) Item 4 * (Item 5 / 12) 7 Drawdown time (hrs) Copy Item 6 from Form 4.2-1 8 Retention Volume (ft3) Vretention = Minimum of (Item 3) or (Item 6 * (Item 7 / 24)) 9 Total Retention Volume (ft3) from Harvest and Use BMP: Sum of Item 8 for all harvest and use BMP included in plan 10 Is the full DCV retained with a combination of LID HSC, retention and infiltration, and harvest and use BMPs? Yes No If yes, demonstrate conformance using Form 4.3-10. If no, then re-evaluate combinations of all LID BMP and optimize their implementation such that the maximum portion of the DCV is retained on-site (using a single BMP type or combination of BMP types). If the full DCV cannot be mitigated after this optimization process, proceed to Section 4.3.4. * This concept was not utilized because it is an industrial facility where the amount of impervious area is much greater than landscape. However, stormwater is detained for biotreatment prior to discharging into the storm drain system. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-20 4.3.4 Biotreatment BMP Biotreatment BMPs may be considered if the full LID DCV cannot be met by maximizing retention and infiltration, and harvest and use BMPs. A key consideration when using biotreatment BMP is the effectiveness of the proposed BMP in addressing the pollutants of concern for the project (see Table 5-5 of the TGD for WQMP). Use Form 4.3-5 to summarize the potential for volume based and/or flow based biotreatment options to biotreat the remaining unmet LID DCV. Biotreatment computations are included as follows: •Use Form 4.3-6 to compute biotreatment in small volume based biotreatment BMP (e.g. bioretention w/underdrains); •Use Form 4.3-7 to compute biotreatment in large volume based biotreatment BMP (e.g. constructed wetlands); •Use Form 4.3-8 to compute sizing criteria for flow-based biotreatment BMP (e.g. bioswales) Form 4.3-5 Selection and Evaluation of Biotreatment BMP 1 Remaining LID DCV not met by site design HSC, infiltration, or harvest and use BMP for potential biotreatment (ft3): 43,997 Form 4.2-1 Item 7 – Form 4.3-2 Item 30 – Form 4.3-3 Item 16- Form 4.3-4 Item 9 List pollutants of concern Copy from Form 2.3-1 Pathogens Metals Nitrogen Volume-based biotreatment Use Forms 4.3-6 and 4.3-7 to compute treated volume Flow-based biotreatment Use Form 4.3-8 to compute treated volume 2 Biotreatment BMP Selected (Select biotreatment BMP(s) necessary to ensure all pollutants of concern are addressed through Unit Operations and Processes, described in Table 5-5 of the TGD for WQMP)  Bioretention with underdrain  Planter box with underdrain  Constructed wetlands  Wet extended detention  Dry extended detention  Proprietary biotreatment (volume)  Vegetated swale  Vegetated filter strip  Proprietary biotreatment 3 Volume biotreated in volume based biotreatment BMP (ft3): 45,168 Form 4.3-6 Item 15 + Form 4.3-7 Item 13 4 Compute remaining LID DCV with implementation of volume based biotreatment BMP (ft3): 0 Item 1 – Item 3 5 Remaining fraction of LID DCV for sizing flow based biotreatment BMP: 0% Item 4 / Item 1 6 Flow-based biotreatment BMP capacity provided (cfs): 0 Use Figure 5-2 of the TGD for WQMP to determine flow capacity required to provide biotreatment of remaining percentage of unmet LID DCV (Item 5), for the project’s precipitation zone (Form 3-1 Item 1) 7 Metrics for MEP determination:  Provided a WQMP with the portion of site area used for suite of LID BMP equal to minimum thresholds in Table 5-7 of the TGD for WQMP for the proposed category of development: If maximized on-site retention BMPs is feasible for partial capture, then LID BMP implementation must be optimized to retain and infiltrate the maximum portion of the DCV possible within the prescribed minimum effective area. The remaining portion of the DCV shall then be mitigated using biotreatment BMP. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-21 Form 4.3-6 Volume Based Biotreatment – Bioretention and Planter Boxes with Underdrains BMP Type(s) Compute runoff volume retention from proposed harvest and use BMP (Select BMPs from Table 5-4 of the TGD for WQMP) DA 1 DMA A DET & MWS #1 BMP Type and DA 1 Pollutants addressed with BMP List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in Table 5-5 of the TGD for WQMP * 2 Amended soil infiltration rate Typical ~ 5.0 in/hr * 3 Amended soil infiltration safety factor Typical ~ 2.0 * 4 Amended soil design percolation rate (in/hr) Pdesign = Item 2 / Item 3 * 5 Ponded water drawdown time (hr) Copy Item 6 from Form 4.2-1 * 6 Maximum ponding depth (ft) See Table 5-6 of the TGD for WQMP for reference to BMP design details * 7 Ponding Depth (ft) dBMP = Minimum of (1/12 * Item 4 * Item 5) or Item 6 * 8 Amended soil surface area (ft2)* 9 Amended soil depth (ft) See Table 5-6 of the TGD for WQMP for reference to BMP design details * 10 Amended soil porosity, n * 11 Gravel depth (ft) See Table 5-6 of the TGD for WQMP for reference to BMP design details * 12 Gravel porosity, n * 13 Duration of storm as basin is filling (hrs) Typical ~ 3hrs * 14 Biotreated Volume (ft3) Vbiotreated = Item 8 * [(Item 7/2) + (Item 9 * Item 10) +(Item 11 * Item 12) + (Item 13 * (Item 4 / 12))] *348 + 44,820 = 45,168 15 Total biotreated volume from bioretention and/or planter box with underdrains BMP: 45,168 Sum of Item 14 for all volume-based BMPs included in this form *Linear static capacity of proprietary biofiltration unit + Volume provided in CMP. See Attachment B for software calculations. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-22 Form 4.3-7 Volume Based Biotreatment – Constructed Wetlands and Extended Detention BMP Type and DA BMP Type and DA BMP Type and DABiotreatment BMP Type Constructed wetlands, extended wet detention, extended dry detention, or other comparable proprietary BMP. If BMP includes multiple modules (e.g. forebay and main basin), provide separate estimates for storage and pollutants treated in each module. Forebay Basin Forebay Basin Forebay Basin 1 Pollutants addressed with BMP forebay and basin List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in Table 5-5 of the TGD for WQMP 2 Bottom width (ft) 3 Bottom length (ft) 4 Bottom area (ft2) Abottom = Item 2 * Item 3 5 Side slope (ft/ft) 6 Depth of storage (ft) 7 Water surface area (ft2) Asurface = (Item 2 + (2 * Item 5 * Item 6)) * (Item 3 + (2 * Item 5 * Item 6)) 8 Storage volume (ft3) For BMP with a forebay, ensure fraction of total storage is within ranges specified in BMP specific fact sheets, see Table 5-6 of the TGD for WQMP for reference to BMP design details V =Item 6 / 3 * [Item 4 + Item 7 + (Item 4 * Item 7)0.5] 9 Drawdown Time (hrs) Copy Item 6 from Form 2.1 10 Outflow rate (cfs) QBMP = (Item 8forebay + Item 8basin) / (Item 9 * 3600) 11 Duration of design storm event (hrs) 12 Biotreated Volume (ft3) Vbiotreated = (Item 8forebay + Item 8basin) +( Item 10 * Item 11 * 3600) 13 Total biotreated volume from constructed wetlands, extended dry detention, or extended wet detention: (Sum of Item 12 for all BMP included in plan) Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-23 Form 4.3-8 Flow Based Biotreatment Biotreatment BMP Type Vegetated swale, vegetated filter strip, or other comparable proprietary BMP BMP Type and DA BMP Type and DA BMP Type and DA 1 Pollutants addressed with BMP List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in TGD Table 5-5 2 Flow depth for water quality treatment (ft) BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 3 Bed slope (ft/ft) BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 4 Manning's roughness coefficient 5 Bottom width (ft) bw = (Form 4.3-5 Item 6 * Item 4) / (1.49 * Item 21.67 * Item 30.5) 6 Side Slope (ft/ft) BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 7 Cross sectional area (ft2) A = (Item 5 * Item 2) + (Item 6 * Item 2^2) 8 Water quality flow velocity (ft/sec) V = Form 4.3-5 Item 6 / Item 7 9 Hydraulic residence time (min) Pollutant specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details 10 Length of flow based BMP (ft) L = Item 8 * Item 9 * 60 11 Water surface area at water quality flow depth (ft2) SAtop = (Item 5 + (2 * Item 2 * Item 6)) * Item 10 Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-24 4.3.5 Conformance Summary Complete Form 4.3-9 to demonstrate how on-site LID DCV is met with proposed site design hydrologic source control, infiltration, harvest and use, and/or biotreatment BMP. The bottom line of the form is used to describe the basis for infeasibility determination for on-site LID BMP to achieve full LID DCV, and provides methods for computing remaining volume to be addressed in an alternative compliance plan. If the project has more than one outlet, then complete additional versions of this form for each outlet. Form 4.3-9 Conformance Summary and Alternative Compliance Volume Estimate (DA 1 DMA A) 1 Total LID DCV for the Project (ft3): 43,997 Copy Item 7 in Form 4.2-1 2 On-site retention with site design hydrologic source control LID BMP (ft3): 0 Copy Item 30 in Form 4.3-2 3 On-site retention with LID infiltration BMP (ft3): 0 Copy Item 16 in Form 4.3-3 4 On-site retention with LID harvest and use BMP (ft3): 0 Copy Item 9 in Form 4.3-4 5 On-site biotreatment with volume based biotreatment BMP (ft3): 45,168 Copy Item 3 in Form 4.3-5 6 Flow capacity provided by flow based biotreatment BMP (cfs): 0 Copy Item 6 in Form 4.3-5 7 LID BMP performance criteria are achieved if answer to any of the following is “Yes”: •Full retention of LID DCV with site design HSC, infiltration, or harvest and use BMP: Yes No If yes, sum of Items 2, 3, and 4 is greater than Item 1 •Combination of on-site retention BMPs for a portion of the LID DCV and volume-based biotreatment BMP that address all pollutants of concern for the remaining LID DCV: Yes No If yes, a) sum of Items 2, 3, 4, and 5 is greater than Item 1, and Items 2, 3 and 4 are maximized; or b) Item 6 is greater than Form 4.3-- 5 Item 6 and Items 2, 3 and 4 are maximized •On-site retention and infiltration is determined to be infeasible and biotreatment BMP provide biotreatment for all pollutants of concern for full LID DCV: Yes No If yes, Form 4.3-1 Items 7 and 8 were both checked yes 8 If the LID DCV is not achieved by any of these means, then the project may be allowed to develop an alternative compliance plan. Check box that describes the scenario which caused the need for alternative compliance:  Combination of HSC, retention and infiltration, harvest and use, and biotreatment BMPs provide less than full LID DCV capture. Checked yes for Form 4.3-5 Item 7, Item 6 is zero, and sum of Items 2, 3, 4, and 5 is less than Item 1. If so, apply water quality credits and calculate volume for alternative compliance, Valt = (Item 1 – Item 2 – Item 3 – Item 4 – Item 5) * (100 - Form 2.4-1 Item 2)%  An approved Watershed Action Plan (WAP) demonstrates that water quality and hydrologic impacts of urbanization are more effective when managed in at an off-site facility. Attach appropriate WAP section, including technical documentation, showing effectiveness comparisons for the project site and regional watershed Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-25 4.3.6 Hydromodification Control BMP Use Form 4.3-10 to compute the remaining runoff volume retention, after LID BMP are implemented, needed to address HCOC, and the increase in time of concentration and decrease in peak runoff necessary to meet targets for protection of waterbodies with a potential HCOC. Describe hydromodification control BMP that address HCOC, which may include off-site BMP and/or in-stream controls. Section 5.6 of the TGD for WQMP provides additional details on selection and evaluation of hydromodification control BMP. Form 4.3-10 Hydromodification Control BMPs 1 Volume reduction needed for HCOC performance criteria (ft3): (Form 4.2-2 Item 4 * 0.95) – Form 4.2-2 Item 1 2 On-site retention with site design hydrologic source control, infiltration, and harvest and use LID BMP (ft3): Sum of Form 4.3-9 Items 2, 3, and 4. Evaluate option to increase implementation of on-site retention in Forms 4.3-2, 4.3-3, and 4.3-4 in excess of LID DCV toward achieving HCOC volume reduction 3 Remaining volume for HCOC volume capture (ft3): Item 1 – Item 2 4 Volume capture provided by incorporating additional on-site or off-site retention BMPs (ft3): Existing downstream BMP may be used to demonstrate additional volume capture (if so, attach to this WQMP a hydrologic analysis showing how the additional volume would be retained during a 2- yr storm event for the regional watershed) 5 If Item 4 is less than Item 3, incorporate in-stream controls on downstream waterbody segment to prevent impacts due to hydromodification Attach in-stream control BMP selection and evaluation to this WQMP 6 Is Form 4.2-2 Item 11 less than or equal to 5%: Yes No If yes, HCOC performance criteria is achieved. If no, select one or more mitigation options below:  Demonstrate increase in time of concentration achieved by proposed LID site design, LID BMP, and additional on-site or off-site retention BMP. BMP upstream of a waterbody segment with a potential HCOC may be used to demonstrate increased time of concentration through hydrograph attenuation (if so, show that the hydraulic residence time provided in BMP for a 2-year storm event is equal or greater than the addition time of concentration requirement in Form 4.2-4 Item 15)  Increase time of concentration by preserving pre-developed flow path and/or increase travel time by reducing slope and increasing cross-sectional area and roughness for proposed on-site conveyance facilities.  Incorporate appropriate in-stream controls for downstream waterbody segment to prevent impacts due to hydromodification, in a plan approved and signed by a licensed engineer in the State of California. 7 Form 4.2-2 Item 12 less than or equal to 5%: Yes No If yes, HCOC performance criteria are achieved. If no, select one or more mitigation options below:  Demonstrate reduction in peak runoff achieved by proposed LID site design, LID BMPs, and additional on-site or off-site retention BMPs. BMPs upstream of a waterbody segment with a potential HCOC may be used to demonstrate additional peak runoff reduction through hydrograph attenuation (if so, attach to this WQMP, a hydrograph analysis showing how the peak runoff would be reduced during a 2-yr storm event)  Incorporate appropriate in-stream controls for downstream waterbody segment to prevent impacts due to hydromodification, in a plan approved and signed by a licensed engineer in the State of California. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 4-26 4.4 Alternative Compliance Plan (if applicable) Describe an alternative compliance plan (if applicable) for projects not fully able to infiltrate, harvest and use, or biotreat the DCV via on-site LID practices. A project proponent must develop an alternative compliance plan to address the remainder of the LID DCV. Depending on project type some projects may qualify for water quality credits that can be applied to reduce the DCV that must be treated prior to development of an alternative compliance plan (see Form 2.4-1, Water Quality Credits). Form 4.3-9 Item 8 includes instructions on how to apply water quality credits when computing the DCV that must be met through alternative compliance. Alternative compliance plans may include one or more of the following elements: •On-site structural treatment control BMP - All treatment control BMP should be located as close to possible to the pollutant sources and should not be located within receiving waters; •Off-site structural treatment control BMP - Pollutant removal should occur prior to discharge of runoff to receiving waters; •Urban runoff fund or In-lieu program, if available Depending upon the proposed alternative compliance plan, approval by the executive officer may or may not be required (see Section 6 of the TGD for WQMP). Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 5-1 Section 5 Inspection and Maintenance Responsibility for Post Construction BMP All BMP included as part of the project WQMP are required to be maintained through regular scheduled inspection and maintenance (refer to Section 8, Post Construction BMP Requirements, in the TGD for WQMP). Fully complete Form 5-1 summarizing all BMP included in the WQMP. Attach additional forms as needed. The WQMP shall also include a detailed Operation and Maintenance Plan for all BMP and may require a Maintenance Agreement (consult the jurisdiction’s LIP). If a Maintenance Agreement is required, it must also be attached to the WQMP. Form 5-1 BMP Inspection and Maintenance BMP Responsible Party(ies)Inspection/Maintenance Activities Required Minimum Frequency of Activities Concrete Boxes Underground Detention Owner Visually inspect the system at all manhole locations. Utilizing a sediment pole, measure and document the amount of silt at each manhole location. Inspect each pipe opening to ensure that the silt level or any foreign objects are not blocking the pipes. Inspect outlet pipe for large trash or blockages. Remove any blockages during inspection if it can be done safely from the top without entering the system. Do not go into the system under any circumstances without proper ventilation equipment and training. The sediment level of the system should also be measured and recorded during the inspection process. The system should be cleaned whenever sediment occupies more than 10% to 15% of the originally designed system’s volume. System should be cleaned by authorized and trained personnel typically through a maintenance service contract with vendor or a qualified contractor. See manufacturer’s maintenance manual for detailed information. All maintenance should be performed in accordance with the Manufacturer’s guidelines and specifications. Semi-annually (October 1st and February 1st) through maintenance service contract with the vendor or equally qualified contractor. Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 5-2 Form 5-1 BMP Inspection and Maintenance Proprietary Biofiltration System Owner Remove trash from Screening Device, sediment from Separation Chamber and replace cartridge Filter Media, and Drain Down Filter Media. The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of maintenance. These records should be made available to the governing municipality for inspection upon request at any time. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. All maintenance should be performed in accordance with the Manufacturer’s guidelines and specifications. Average maintenance interval of 6 to 12 months for removing trash from Screening Device. Average interval of 12 to 24 months for removing sediment, replacing Cartridge Filter Media, replacing Drain Down Filter Media and trimming vegetation. Hydrodynamic Separator Owner Visual inspection to quantify the accumulation of hydrocarbons, trash, and sediment in the system. Use vacuum truck to clean and remove pollutants from the system upon reaching 75% capacity. Clean area outside of the screen if pollutant build-up exists. All maintenance should be performed in accordance with the Manufacturer’s guidelines and specifications. Visually inspect twice a year (spring and fall) or as frequently as needed. Vacuum frequency as determined by inspection. N1: Education of Property Owners, Tenants and Occupants on Stormwater BMPs Owner Property owner will familiarize him/herself with the educational materials in Attachment “E” and the contents of the WQMP. Annually for all employees and within 2 months for new hires. N2: Activity Restrictions Owner No outdoor work areas, processing, storage or wash area.Ongoing N3: Landscape Management BMPs Owner Irrigation must be consistent with the local agency’s Water Conservation Ordinance. Fertilizer and pesticide usage will be consistent with local agency’s Management Guidelines for Use of Fertilizers and Pesticides. Ongoing N4: BMP Maintenance Owner BMP maintenance, implementation schedules, and responsible parties are included with each specific BMP narrative. As described in each BMP. N6: Local Water Quality Ordinance Owner The project must comply with any applicable local water quality ordinances. The local jurisdiction (City of Fontana), under local water quality ordinances, has authority to ensure clean stormwater discharges from the site. Ongoing N7: Spill Contingency Plan Owner Owner/tenant will have a spill contingency plan based on individual site needs.Ongoing N10: Uniform Fire Code Implementation Owner Owner will comply with Article 80 of the Uniform Fire Code enforced by the fire protection agency.Ongoing N11: Litter/Debris Control Program Owner Contract with their landscape maintenance firm to provide this service during regularly schedule maintenance. Weekly Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 5-3 Form 5-1 BMP Inspection and Maintenance N12: Employee Training Owner The owner will ensure that tenants are also familiar with onsite BMPs and necessary maintenance required of the tenants. Employees shall be trained to clean up spills and participate in ongoing maintenance. Owner will check with City and County at least once a year to obtain new or updated educational materials and provide these materials to tenants. Employees shall be trained to clean up spills and participate in ongoing maintenance. The WQMP requires annual employee training and new hires within 2 months. Annually for all employees and within 2 months for new hires. N14: Catch Basin Inspection Program Owner Monthly inspection by property owner’s designee. Vacuum basin when sediment or trash becomes 2- inches deep and dispose of properly. Monthly inspection and maintain as necessary. N15: Vacuum Sweeping of Private Streets and Parking Lots Owner All landscape maintenance contractors will be required to sweep up all landscape cuttings, mowings and fertilizer materials off paved areas weekly and dispose of properly. Parking areas and drive ways will be swept monthly by sweeping contractor. Monthly N17: Comply with all other applicable NPDES permits Owner Will comply with Construction General Permit and Industrial General (may apply for No Exposure Certification/NEC). Ongoing S1: Provide storm drain system stenciling and signage (CASQA New Development BMP Handbook SD-13) Owner “No Dumping – Flows to Creek” stencils will be applied. Legibility of stencil will be maintained on a yearly basis. Annually S3: Design and construct trash and waste storage areas to reduce pollution introduction (CASQA New Development BMP Handbook SD-32) Owner Paved with an impervious surface, designed not to allow run-on from adjoining areas, designed to divert drainage from adjoining roofs and pavements diverted around the area, screened or walled to prevent off-site transport of trash. Provide solid roof or awning to prevent direct contact with rainfall. Ongoing S4: Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control (Statewide Model Landscape Ordinance; CASQA New Development BMP Handbook SD-12) Owner Irrigation systems shall include reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines. Timers will be used to avoid over watering and watering cycles and duration shall be adjusted seasonally by the landscape maintenance contractor. The landscaping areas will be grouped with plants that have similar water requirements. Native or drought tolerant species shall also be used where appropriate to reduce excess irrigation runoff and promote surface filtration. Adjust watering cycles and duration seasonally / quarterly. S5: Finish grade of landscaped areas at a minimum of 1-2 inches below top of curb, sidewalk, or pavement Owner Landscaped areas will be suppressed in order to increase retention of stormwater/irrigation water and promote infiltration. Ongoing Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 6-1 Section 6 WQMP Attachments 6.1 Site Plan and Drainage Plan Include a site plan and drainage plan sheet set containing the following minimum information: •Project location •Site boundary •Land uses and land covers, as applicable •Suitability/feasibility constraints •Structural Source Control BMP locations •Site Design Hydrologic Source Control BMP locations •LID BMP details •Drainage delineations and flow information •Drainage connections See Attachment C for WQMP Site Map. 6.2 Electronic Data Submittal Minimum requirements include submittal of PDF exhibits in addition to hard copies. Format must not require specialized software to open. If the local jurisdiction requires specialized electronic document formats (consult the LIP), this section will describe the contents (e.g., layering, nomenclature, geo- referencing, etc.) of these documents so that they may be interpreted efficiently and accurately. 6.3 Post Construction Attach all O&M Plans and Maintenance Agreements for BMP to the WQMP (Attachment D). 6.4 Other Supporting Documentation •WQMP Certification (Section 6.5) •BMP Design Calculations & Supporting Documentation (Attachment B) •Memorandum of Agreement for Water Quality Management Plan and Storm Water BMP Transfer, Access and Maintenance (Attachment D) •BMP Educational Materials (Attachment E) •Geotechnical Report (Attachment F) Water Quality Management Plan (WQMP) Almond Ave Trailer Yard DLJ Fontana, LLC 6-2 6.5 SWQMP Certification Certifications I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Developer’s Project Engineer Signature Signature Date I/we certify that I/we am/are the legal owner of the project and hereby accept responsibility for the implementation of the provisions of this SWQMP as long as I/we retain ownership of this property and that upon the sale of this land, I/we will deliver this plan to the future owner and inform him of the requirement to implement the plan. Owner(s) Signature Matt Englhard [TBD] Name Title Signature Date for use by City of Fontana only Environmental Section Approval of SWQMP I, and /or personnel acting under my direction and supervision, have reviewed this SWQMP and find that it meets the requirements set forth in the City of Fontana’s Storm Water Ordinance. Acceptance or approval of this Storm Water Quality Management Plan in no way precludes the authority of this agency to require modification to the plan as conditions warrant nor does this agency take responsibility for performance of BMPs provided for in the Plan. Signature Date of SWQMP Approval Attachment A Attachment B BMP Design Calculations & Supporting Documentation !" #$$ !%## & '($ )(*+,-.+( / 001 0 234 56007 8.9.--.+( :;<(= > ? 5@5A0 0 B 0 B 60 >CD 0 8+EE$ FG.,<, 8.9.--.+( >CD 0 F.H$$(+<H /DI6C0 36700 1 CA/ C J+(-- KH @LD 0 MNONPQRSTUVWOVXY MNONPOZWR[\]^_`a`bb` c^abd eYVOS[fg`d hViRPSRUVRSPOZWR[\]b`g cj]b` kRlRTOPlXTNOVXY mnPoNYpNllZ[ NnPqZPlXTNOVXY rc^_`sg c^]^^t j^ uvu w] x c yz{ |b`bjc^{ }~€~ €~ |`bjc^{ v‚‚€~ ƒ„ xj…s`b †nPqZPSONOVXY ‡ˆ‰Š‹Œ ŽŒ ŒŠ‹‘‹‰ ’Š“[Px^g^_b bb` TnPqZPNQQURSS ”nPeSRPiNW[ NnPkRlRTOPlXTNOVXY •^ _]d`] ] cj…g^ _g`_– †nP—lVT˜PXYPSONOVXYPVTXY xd bb` sa ™XTNOVXYPVYšXUiNOVXY[ ›NiR[Pœbt šg`w]`t žxŸ ™NOVOpQR[ }~€ƒ¡ ™XY¢VOpQR[ v‚‚€~ ƒ‚¡ £lR¤NOVXY[ ‚„~ wb xj]_^{ fx¥¦ •a xj]_^{ žx&x §¨PON†plNU ©ª«¬®¯°±²®³´µ¯¯³¶·¶¸¹®º«±¸»¼·®¹±¼¸ §Mk½†NSRQPWURTVWVONOVXYPšUR¾pRYTZPRSOViNORSP¿VOÀPÁÂÃPTXYšVQRYTRPVYORU¤NlSPÄVYPVYTÀRSnm Åj]b`Ÿ^]^ ]^_j]]^_^ `b^]g rÆ^]z ‚ Ç ƒ ‚ Çƒ ƒ ‚ Ç ƒ ‚ ƒvs`ÂÈmÂÉ rÊ€Ë‚Ç€z ÂÈmÌÍ r‚‚~Ë‚„€z ÂÈmÎ” r‚ƒ‚ËÇÇÇz ÂÈ””Â r‚Ê‚ËÇ€z ÂÈ”ÍÉ rÇ‚ÊË}~Êz ÂÈÌmÍ rÇ~„Ë~‚‚z ÂÈÌÏ” rÇ€~Ë~ÊÇz ÂÈÉmÂ r}ÇËƒ„}z ÂÈÉÍÁ r}}ÊË„Êƒz ÂÈÐÌÐ r}„~Ë€ }z ‚vs`ÂÈmÐÂ r‚ÇƒË‚Ê‚z ÂÈmÁÍ r‚„~ËÇ} z ÂÈ”Ïm rÇ‚€Ë}‚Êz ÂÈÌmÐ rÇ„Ë}Ê€z ÂÈÌÁ” r}‚ÇË~ Êz ÂÈÉÐÉ r}ƒ}ËƒÊ z ÂÈÐmÁ r} }Ë„ ‚z ÂÈÐÎÎ r~}}ËÊ„z ÂÈÏÎÏ r~Ê~Ë ÊÇz ÂÈÍÏÏ rƒÇÇË‚‚~z ‚ƒvs`ÂÈmÎm r‚ƒ‚ËÇ‚ z ÂÈ”ÌÎ r‚ ÊËÇÊ z ÂÈÌmÏ rÇ„ÇË}Ê~z ÂÈÌÎm r}‚~Ë~„Êz ÂÈÉÍÉ r}€€Ë„}z ÂÈÐÉÁ r~Ç€Ë€‚}z ÂÈÏ”Í r~€„ËÊ}ƒz ÂÈÍmm rƒÇ~Ë €ƒz ÂÈÎÌÂ rƒÊ„Ë‚‚ z ÂÈÁ”Í r„}‚Ë‚}Êz }vs`ÂÈ”ÍÂ rÇÇƒË}Ç€z ÂÈÌÐÐ rÇ ƒË~}‚z ÂÈÉÍm r} ‚Ëƒ€}z ÂÈÐÏÁ r~„ÊË„ Êz ÂÈÍÂÍ rƒ„ÇËÊ Êz ÂÈÎmÎ r„}„Ë‚„z ÂÈÁÌÐ r€ Ë‚Ç~z mÈÂÏ r€Ê‚Ë‚~ƒz mÈ”É rÊ€}Ë‚€€z mÈÌÎ r ~‚ËÇƒz „vs`ÂÈÌÁÐ r}}Ë~€ z ÂÈÐ”Â r~}}Ë„}‚z ÂÈÏÎÁ rƒ€ÇËÊ} z ÂÈÎÌÌ r„ÊƒË‚Çz mÈÂÉ rÊÇ}Ë‚}Çz mÈ”Â r }ÇË‚ƒ„z mÈÌÍ r‚~Ë‚ÊÇz mÈÐÐ r‚‚~ËÇ‚}z mÈÎm r‚ÇÊËÇƒ z ”ÈÂ” r‚}ÊË}z Çvd]ÂÈÐÁÍ r~ ÊË€Ç~z ÂÈÍÍm r„~ÇË }„z mÈÂÂ rÊ}~Ë‚ÇÇz mÈ”Â r Ê€Ë‚~€z mÈÉÍ r‚‚€Ë‚Ê€z mÈÏÎ r‚}‚ËÇ‚ z mÈÁm r‚~ƒËÇƒ~z ”ÈmÉ r‚ƒÊËÇ ~z ”ÈÉÍ r‚€~Ë}ƒ}z ”ÈÍÌ r‚Ê„Ë~ƒz }vd]ÂÈÍÏÌ r„}„Ë Çƒz ÂÈÁÎÂ rÊ‚„Ë‚‚ z mÈ”Í r‚ƒË‚ƒ~z mÈÐÂ r‚Ç~Ë‚Êƒz mÈÎÌ r‚~„ËÇ}}z ”ÈÂÁ r‚„ÇËÇ€‚z ”ÈÌÐ r‚€ÊË}‚}z ”ÈÏÌ r‚ ~Ë}„z ÌÈÂm rÇ‚ÇË~}‚z ÌÈÌm rÇÇ„Ë~ ‚z ›ÑÒÒPÒh™ÒkPmÉP§ÑÓ›hP§Ô£—Ó§ÓhÒhÓÑ›P¨Ô£Õe£›—ÖP£khÓoÒh£k[P—Ò × §ÑÓ›hP§Ô£—Ó§ÓhÒhÓÑ›P¨Ô£Õe£›—ÖPÄ§¨nP£khÓoÒh£k ØÓhÙPÁÂÃP—Ñ›¨ÓM£›—£PÓ›h£ÔÚÒ™kPÒ›MPke§§™£o£›hÒÔÖPÓ›¨ÑÔoÒhÓÑ› ›ÑÒÒPÒOlNSPmÉÛPÚXlpiRPÏÛPÚRUSVXYP” ÜÝÞßàáâãä åæçèéê ë ì íîïðñ íîòñó •a ô^]]` }õ‚‚õÇƒt ‚{}€ Ÿ• \œ •a{ šb`jj žx dbba{õõdc_õawcõawcösaö_bdbsg÷…–s]–ø_ ‚õÇ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`NQZXL^]SZTZ_RQPRZUT YPRZUTP[LaNPR`NQLKNQbZXN \VVZXNLUVLaPRNQLcQN]ZXRZUTLd\ace fghiLjP_RLaN_RLkZl`mPn KZ[bNQLKOQZTloLpMLhqrfq cPlNL^sR`UQtBuvwxyEzD{|}E~ cPlNL[P_RLSU]ZVZN]tL^OQZ[LhfoLhqf pPOLMZ_X[PZSNQ MZ_X[PZSNQ WQN]ZR_ €[U__PQn cQZbPXnLc ^ Us WPQNNQL\OOUQRsT ‚‚ƒ @=; +;$@>&'%#7*&*,„1 %%$,@‚‚," '3, '& 7&5‚$(,‚$(,…-$…"&'% %-/†.9-9‡" ‚ FLOW-BASED BMP DESIGN (pretreatment) Q=CiA Where: Q = design flow rate (cfs) C = runoff coefficient (dimensionless) i = 1-year, 1-hour design rainfall intensity (inches per hour, per NOAA Atlas 14) A = drainage area (acres) The preceding calculation determines the required capacity for trash capture devices in accordance with the California State Water Resources Control Board's (SWRCB) Trash Implementation Program specifications. This program mandates that the sizing of these devices must be based on the peak flow rate generated by the 1-year, 1-hour design storm. This specific calculation yields a higher design flow rate than the methodology utilizing the nomograph for determining the size of flow-based BMPs, as presented in Figure 5-2 of the San Bernardino County Santa Ana Region Technical Guidance Document (TGD). DA 1 DMA A – JDS #1 C = 0.90 dimensionless (assumed 0.90 for conservativeness) i = 0.395 inches per hour (NOAA 1-yr, 1-hr) A = 8.99 acres Q =3.20 cfs JENSEN JDS72-3642 Q-required = 3.20 cfs Q-provided = 3.80 cfs MODEL:PROJECT: PROJECT NAME PROJECT LOCATION STORMWATER QUALITY DESIGN FLOW (SQDF)≤3.8 - CFS STORM DRAIN DESIGN CONVEYANCE FLOW XX.XX - CFS RETURN FREQUENCY/PERIOD OF PEAK DESIGN CONVEYANCE FLOW XX - YRS SUGGEST MAXIMUM INTERNAL BYPASS FLOW ≤14 - CFS VARIES* 7'-9"±* VARIES* RIM EL. = XXXX.XX' ± INV. EL. = XXXX.XX' ± SUBGRADE EL. = XXXX.XX' ± A TOP VIEW SCALE: N.T.S SECTION A-A SCALE: N.T.S A 7'-2" 6'-0" VARIES* VARIES* VARIES(6*) INV. EL. = XXXX.XX' ± VARIES* HYDRODYNAMIC SEPARATOR (HDS), SWIRL CONCENTRATING, FULL CAPTURE, NON-BLOCKING SCREENING UNIT ORG. DWG. DATE XX/XX/XXXX SCALE: AS SHOWN REV. DWG. DATE XX/XX/XXXX JDS72-3642 JENSEN DEFLECTIVE SEPARATOR SHEET NUMBERSHEET SIZE X.XXXX DRAWN BY 11" X 17"JDS72-3642 521 DUNN CIRCLE, SPARKS, NV 89431-6312 (877) 649-0095 FAX (775) 440-2013 www.jensenengineeredsystems.com JENSEN DEFLECTIVE SEPARATOR, MODEL JDS72-3642 HYDRAULICS AND TREATMENT: Copyright Information © 2016 Jensen Precast All Rights Reserved. All materials appearing as Jensen Precast documents and the like are propriety work product and are protected under U.S. copyright and other laws. Unless in conjunction with business conducted with Jensen Precast, any use of Jensen Precast work product without express, written consent is prohibited and recipient is prohibited from distributing any and all work product to non-approved third parties under penalty of civil action. 72" I.D. MANHOLE XX" Ø HDPE/PVC/RCP OUTLET PIPE INLET CYLINDER WITH INTEGRAL OIL BAFFLE SKIRT XX" Ø HDPE/PVC/RCP INLET PIPE 36" Ø CAST IRON FRAME AND COVER (TYP.). ALTERNATE HATCH OR GRATE SYSTEMS READILY AVAILABLE. 36" Ø GRADE RINGS AS REQUIRED XX" Ø HDPE/PVC/RCP OUTLET PIPE XX" Ø HDPE/PVC/RCP INLET PIPE INLET CYLINDER WITH INTEGRAL OIL BAFFLE SKIRT SEPARATION SCREEN SOLIDS STORAGE SUMP 2'-3" QTY.COMPONENT DESCRIPTION RESPONSIBLE PROVIDER RESPONSIBLE INSTALLER 1 SEPARATION SCREEN AND INLET CYLINDER JENSEN CONTRACTOR 1 XX" Ø HDPE/PVC/RCP INLET PIPE CONTRACTOR JENSEN 1 XX" Ø HDPE/PVC/RCP OUTLET PIPE CONTRACTOR JENSEN 1 36" Ø CAST IRON FRAME AND COVER, H20 RATED JENSEN CONTRACTOR X 3" TALL 36" Ø GRADE RINGS JENSEN CONTRACTOR X 6" TALL 36" Ø GRADE RING JENSEN CONTRACTOR 1.STANDARD CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE READILY AVAILABLE. CONTACT JENSEN STORMWATER SYSTEMS FOR CUSTOM DESIGNS, www.jensenengineeredsystems.com. 2.FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN STORMWATER SYSTEMS. 3.FOUNDATION, SUBGRADE, AND BACKFILL TO BE DESIGNED BY OTHERS. 4.GROUNDWATER ELEVATION IS ASSUMED TO BE BELOW THE BOTTOM OF PRECAST STRUCTURE. CONTACT JENSEN STORMWATER SYSTEMS FOR HIGH GROUNDWATER CONDITIONS. 5.JENSEN STORMWATER SYSTEMS TO PROVIDE ALL MATERIALS AS SHOWN, UNLESS OTHERWISE NOTED. 6.OUTLET INVERT ELEVATION TYPICALLY SET EQUAL TO INLET ELEVATION OR SET 1" LOWER THAN INLET. 1.CERTIFIED FOR 100% CAPTURE FOR TRASH & DEBRIS BY CALIFORNIA STATE WATER RESOURCES CONTROL BOARD. 2.CERTIFIED FOR 50% TOTAL SUSPENDED SOLIDS (TSS) REMOVAL BY NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION. 3.JENSEN DEFLECTIVE SEPARATOR IS A NON-BLOCKING SCREENING UNIT. 4.JENSEN DEFLECTIVE SEPARATOR DESIGNED TO PROCESS ENTIRE SQDF. 5.CAPTURE OF OTHER WATER QUALITY CONSTITUENTS INCLUDE: ·TOTAL SUSPENDED SOLIDS (TSS) ·HEAVY METALS ·OIL & GREASE ·NUTRIENTS ·FECAL COLIFORM 1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD PRIOR TO INSTALLATION. 2.PRECAST CONCRETE JOINTS TO BE SEALED USING BUTYL RUBBER COMPOUND SUPPLIED BY JENSEN PRECAST. 3.CONTRACTOR TO GROUT ALL PIPE PENETRATIONS IN PRECAST CONCRETE OPENINGS IN FIELD AS NECESSARY. 4.CONTRACTOR TO ADJUST ELEVATION OF FRAME AND COVER IN FIELD AS NECESSARY. TREATMENT: GENERAL NOTES: INSTALLATION NOTES: STORMWATER TREATMENT UNIT EMPLOYING THE CONTINUOUS DEFLECTIVE SEPARATION TREATMENT PROCESS TO PRODUCE A NON-BLOCKING SCREENING SYSTEM WITH SWIRL CONCENTRATION. THIS HYDRODYNAMIC SEPARATION TREATMENT IS EQUIPPED WITH AN INTERNAL BYPASS THAT PROVIDES COMPLETE BYPASS OF STORM DRAIN PIPELINE CONVEYANCE FLOW WITHOUT SCOUR OF CAPTURED GROSS SOLIDS . THESE ARE TEMPLATE SITE DESIGN DRAWINGS. JOINTS ORIENTATIONS, AND FINAL SEPARATION AND BASE SLAB THICKNESS VARY ACROSS JENSEN'S REGIONAL MANUFACTURING FACILITIES. CONFIRM FINAL JOINT ORIENTATION AND THICKNESS PER CONSTRUCTION SUBMITTAL DRAWINGS. ADJUST FINAL DIMENSIONS TO EXTERIOR INVERT AND SUBGRADE ELEVATION PER REGION DIFFERENCES. (*) REGIONAL MANUFACTURING DIFFERENCE: 1.ALL DIMENSIONS ARE IN FOOT-INCH. 2.PRECAST MATERIALS AND MANUFACTURING METHODS SHALL CONFORM TO ASTM C-478, C-857 AND LACSD S-A-206, WHEN IN LA COUNTY. 3.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH F'c = 5,000-psi AT 28-DAYS. 4.THE PORTLAND CEMENT USED IN THE PRECAST SECTION SHALL MEET THE REQUIREMENTS OF TYPE II/V HIGH SULFATE RESISTANT CEMENT IN ACCORDANCE WITH ASTM CLASS M C-150. 5.MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM, C-478 AND AASHTO M199. 6.FLAT TOPS AND BASE SLABS ARE DESIGNED FOR ASSHTO HS-20 WHEEL LOADING. 7.ALL PRECAST CONCRETE COMPONENTS TO BE MANUFACTURED IN AN NPCA CERTIFIED PLANT. MATERIALS: VOLUME-BASED BMP DESIGN CBMP = 0.858(imp)3 – 0.78(imp)2 + 0.774(imp) + 0.04 P6 = (0.520)(1.4807) = 0.770 inches P0 = (1.963)(CBMP)(0.770) DCV = (P0 * Area) / 12 DA 1 DMA A – UNDERGROUND CONCRETE VAULT AND MODULAR WETLANDS SYSTEM – DET & MWS #1 Region Valley Drainage Area (acres)8.94 acres Drainage Area (sq-ft)389,426 sq-ft Impervious Coeff i =1.00 < 1.0 Runoff Coeff C = 0.892 1-hr 2-yr from NOAA 0.520 P6 Coeff 1.4807 Mean 6-hr (P6)0.770 Drawdown Rate (a)1.963 DCV 43,752 cu-ft DCV 1.004 acre-ft DA 1 DMA A – DRIVEWAY RUNOFF Region Valley Drainage Area (acres)0.05 acres Drainage Area (sq-ft)2,178 sq-ft Impervious Coeff i =1.00 < 1.0 Runoff Coeff C = 0.892 1-hr 2-yr from NOAA 0.520 P6 Coeff 1.4807 Mean 6-hr (P6)0.770 Drawdown Rate (a)1.963 DCV 245 cu-ft DCV 0.006 acre-ft Total DCV = 43,752 cu-ft + 245 cu-ft = 43,997 cu-ft Project Information Project ID Project Name Project Location Date Inputs Units Notes/References Impervious Area BMP Drainage Area (not required - manual entry - not part of formula)8.99 Acres Watershed Impervious Ratio (not reguired - manual entry - not part of formula) Runoff Coefficient "C" (not required - manual entry - not part of formula) Water Quality Volume (required)43997 cubic feet Design Storm Duration 0 hours MWS Sizing WetlandMod Model Number (from matrix)MWS-L-8-20 HGL 3.4 # Of Units 2 quantity Discharge Rate (from matrix)65.42 gallons/minute Volume Treated During Event Processed through MWS - Linear 0 cubic feet 130.832 gals/minute Volume Treated Following Event MWS Static Capacity (from matrix)348.16 cubic feet Volume Needed in Pre-Storage 43649 cubic feet 43997 cubic feet Drain Down Time 42.04 hours Phone: 1-800-338-1122 Email: info@conteches.com Please choose size from "Model Size Matrix" Tab Treatment Hydraulic Grade Line Fontana, CA This includes all areas that will contribute runoff to the proposed BMP, including pervious areas, impervious areas, and off-site areas, whether or not they are directly or indirectly connected to the BMP. Watershed Imperviousness Ratio", is equal to the percent of total impervious area in the "BMP Drainage Area" divided by 100 11/18/2025 Jensen Precast Industrial Development (DA 1 DMA A) Systems for assistance with sizing, compliance, and design. MWS VOLUME BASED SIZING SHEET Note: This amount should be equal to the "Water Quality Volume" Select the number of systems required to treat the water quality volume. Will very depending on drain down time regulaitons. Loading Rate of 0.26 gpm/sq ft or 25 in/hr. Field Verified. Varies depending on geographical region. Set at 0 for pump system set up. LA County 3 hours. Call for details. SIZING CALCULATIONS Use sizing procedures provided by state or local agencies to determine the appropriate Water Quality Volume. Intensities and design storms vary widely by region and method. Feel free to call or email proposed sizing calculations to Modular Wetlands Sizing complete when eqaul to value of zero. TOTAL STORMWATER TREATED Set at zero to start. Size pre-storage system to hold this volume Drain down time must be equal to or less than requirement of local juristiction. Default 48 hours. Horizontal Flow Biofiltration System 1 ISO VIEW WWW.JENSENPRECAST.COM Area of Footprint: 9220±10 ft²Storage Capacity: 44820±10 ft³ Drawn By: G. Singh Dwg No.: 410001112Date: 11/12/2025 Scale: 0.01 Sheet: 1 of 3 Project: 9882 Almond Ave - Volume needed = 43,067 CF©2025 Jensen Infrastructure- All rights reserved.All materials appearing as Jensen Infrastructure documents and the like areproprietary work product and are protected under U.S.copyright and other laws.Unless in conjunction with business conducted with Jensen Infrastructure,any use of Jensen Infrastructure work product without express, writtenconsent is prohibited, and recipient is prohibited from distributing anyand all work product to non-approved third parties under penalty of civil action.This product shall only be produced in a Jensen Infrastructure facility., ACCESS 1 ACCESS 2 ACCESS 3 ACCESS 4 ACCESS 5 ACCESS 6 93' PLAN VIEW 99.17' GENERIC SECTION VIEW(NOT TO SCALE) INSIDE HEIGHT INFILL HEIGHT OUTSIDE HEIGHT INSIDE WIDTH INFILL WIDTH 5'0'6'-6"12'8'-11" ITEM QTY PART WEIGHT INSTALL. SEQ. 1 26 Bottom Section Side 144x90x60 16881 2 65 Top Section Slab 147x90 11064 3 14 Section End Wall 152x78x10 10188 4 6 Bridge Slab Top C36 7643 5 6 CI Ring & Cover D36"0 6 6 Grade Ring D36x12"0 7 6 Grade Ring D36x6"0 8 39 Bottom Section Center 144x90x60 15142 9 39 Bridge Slab Bottom Detention 7526 10 6 Bridge End Wall 114x85x10 8305 11 33 Bridge Slab Top 7502 ACCESS NO.DIA BURY DEPTH ELEVATION 1 36"2'-3"1046'-7" 2 36"2'-3"1046'-7" 3 36"2'-3"1046'-7" 4 36"2'-3"1046'-7" 5 36"2'-3"1046'-7" 6 36"2'-3"1046'-7" THIS PRODUCT SHALL ONLY BE PRODUCED IN A JENSEN PRECAST FACILITY. UNLESS OTHERWISE NOTED OR SPECIFIED THE STRUCTURE SHALL BE INSTALLED PER"STORMVAULT INSTALLATION MANUAL" FOUND AThttps://www.jensenprecast.com/resource-hub/jensen-solutions/stormwater-capabilities/ ADDITIONAL GRADE RINGS OR RISERS MAY BE NEEDED BASED ON THE FLOOR GRADE. FREEBOARD: 0' FLOOR ELEVATION: 1038' BURY DEPTH (2' MIN - 5' MAX): SEE TABLE WATER LEVEL: BELOW STRUCTURE DESIGN SPECIFICATION: AASHTO LRFD LOADING SPECIFICATION: AASHTO HL-93 REINFORCING TYPE: REBAR DESIGN NOTES WWW.JENSENPRECAST.COM Area of Footprint: 9220±10 ft²Storage Capacity: 44820±10 ft³ Drawn By: G. Singh Dwg No.: 410001112Date: 11/12/2025 Scale: 0.006 Sheet: 2 of 3 Project: 9882 Almond Ave - Volume needed = 43,067 CF©2025 Jensen Infrastructure- All rights reserved.All materials appearing as Jensen Infrastructure documents and the like areproprietary work product and are protected under U.S.copyright and other laws.Unless in conjunction with business conducted with Jensen Infrastructure,any use of Jensen Infrastructure work product without express, writtenconsent is prohibited, and recipient is prohibited from distributing anyand all work product to non-approved third parties under penalty of civil action.This product shall only be produced in a Jensen Infrastructure facility. DESIGN CRITERIA: 1.JENSEN WILL PROVIDE A CUSTOM STRUCTURAL DESIGN FOR JENSEN STORMVAULT SYSTEMS THAT EXCEED THE STATED DESIGN CRITERIA (I.E. DEEPER OR SHALLOWER BURY, SEISMIC CRITERIA, ADDITIONAL LOADS, ETC.) 2.DESIGN SPEC: AASHTO LRFD BRIDGE DESIGN SPECIFICATION 3.LOAD CRITERIA: AASHTO HL-93 WHEEL LOADS PARALLEL & PERPENDICULAR 4.BURY DEPTH TO TOP OF SYSTEM: 2' MIN - 5' MAX 5.GROUNDWATER LEVEL BELOW THE BOTTOM OF THE SYSTEM 6.SOIL UNIT WEIGHT - 110 lbs/cu.ft. & EQUIVALENT LATERAL EARTH PRESSURE (ACTIVE) - 40 lbs/cu.ft. SHEET: REV: 1 OF 1MODIFIED:CREATED: DETAIL:DRAWN BY: DESCRIPTION: STORMVAULT DETENTION - SINGLE VAULT WWW.JENSENPRECAST.COM ©2025 Jensen Infrastructure - All rights reserved. All materials appearing as Jensen Infrastructure documents and the like are proprietary work product and are protected under U.S. copyright and other laws. Unless in conjunction with business conducted with Jensen Infrastructure , any use of Jensen Infrastructure work product without express, written consent is prohibited, and recipient is prohibited from distributing any and all work product to non-approved third parties under penalty of civil action.This product shall only be produced in a Jensen Infrastructure facility. JENSD_SBC1_01 4/4/2025 5/2/2025 G. SINGH BEDDING: 1.JENSEN STORMVAULT MUST BE INSTALLED ON A LEVEL BASE FINELY GRADED TO WITHIN 1/4" OF REQUIRED GRADE PRIOR TO THE PLACEMENT OF THE MODULES. THE SUBGRADE MUST BE MINIMUM 6" THICK AND EXTENDING 12" MINIMUM BEYOND THE EDGE OF THE SYSTEM COMPACTED TO 90% ASTM D1557 DENSITY OR AS REQUIRED BY THE PROJECT GEOTECHNICAL ENGINEER. 2.BEDDING MATERIAL MAY BE GRANULAR MATERIAL, ALL OF WHICH PASSES A 0.375" SIEVE AND NOT MORE THAN 10% PASSES A NO. 200 SIEVE UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER. BEDDING MATERIAL SHALL BE SELECT MATERIAL FREE OF ORGANIC MATERIAL AND ROCK FRAGMENTS. 3.THE STORMVAULT MUST BE UNIFORMLY SUPPORTED ON MATERIAL THAT IS PROPERLY DESIGNED TO WITHSTAND THE SUSTAINED BEARING PRESSURE OF THE SYSTEM AS SPECIFIED ON THE STORMVAULT DRAWINGS OR AS REQUIRED BY THE PROJECT SPECIFICATIONS AND GEOTECHNICAL ENGINEER. BACKFILL: 1.FILL MAY BE NATIVE OR ENGINEERED BUT MUST NOT EXCEED THE DESIGN CRITERIA OF THE SYSTEM. EXPANSIVE SOILS ARE NOT TO BE USED AS BACKFILL MATERIAL. THE SPECIFICATION OF BACKFILL REQUIREMENTS MUST BE CONSISTENT WITH THE DESIGN ASSUMPTIONS USED FOR THE STORMVAULT AS SPECIFIED ON THE PLAN DRAWING. 2.BACKFILL AROUND THE STORMVAULT MUST BE PLACED EVENLY AND SIMULTANEOUSLY ON ALL SIDES TO MAINTAIN UNIFORM ELEVATION. FILL SHALL BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO THE GEOTECHNICAL ENGINEER’S SPECIFIED DENSITY. AT NO POINT SHOULD ONE SIDE EXCEED THE OPPOSITE BY MORE THAN 1'-0" TO PREVENT SECTION DISPLACEMENT. BACKFILL MUST BE COMPACTED OR VIBRATED TO ENSURE PROPER SEATING AND INTERLOCK. CARE MUST BE TAKEN TO AVOID DISTURBING THE JOINT WRAP. NATIVE MATERIAL MAY BE USED UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT; IF MIGRATION IS A CONCERN, CONSULT THE GEOTECHNICAL ENGINEER FOR APPROPRIATE MITIGATION. INSTALLATION: 1.CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURER'S SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2.CONTRACTOR SHALL SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES, ENSURING THEY ARE FLUSH WITH THE INTERIOR CONCRETE SURFACE AND DO NOT PROTRUDE. THE OUTFLOW PIPE INVERT MUST ALIGN WITH THE DISCHARGE CHAMBER FLOOR IF NOTED OTHERWISE. ALL PIPE GAPS MUST BE SEALED SOILTIGHT USING HIGH-STRENGTH, NON-SHRINK GROUT PER MANUFACTURER’S DETAILS & REGIONAL STANDARDS. 3.CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLE FRAMES AND COVERS. CONTRACTOR TO GROUT ALL FRAMES AND COVERS TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 4.THE SYSTEM IS TO BE INSTALLED IN ACCORDANCE THE STORMVAULT INSTALLATION INSTRUCTIONS IN CONJUNCTION WITH SECTION 27 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX SECTIONS WHERE APPLICABLE. PROJECT PLANS AND SPECIFICATIONS MUST BE FOLLOWED ALONG WITH ANY LOCAL REGULATIONS. 5.DESIGNATED EMBEDDED LIFTERS MUST BE USED. USE PROPER RIGGING TO ASSURE ALL LIFTERS ARE EQUALLY ENGAGED WITH A MINIMUM 60 DEGREE ANGLE ON SLINGS AS NOTED AND IN ACCORDANCE WITH MANUFACTURER'S LIFTING PROCEDURES. USE RIGGING THAT EQUALIZES THE LOAD BETWEEN ALL LIFTERS. 6.STORMVAULT IS DESIGNED TO BE A SOILTIGHT SYSTEM. MODULES MUST BE PLACED AS CLOSE TOGETHER AS POSSIBLE, AND GAPS SHALL NOT BE GREATER THAN 1/2". BUTYL RUBBER JOINT SEALANT CONFORMING TO ASTM C990 AND 1" THICK MUST BE PLACED BETWEEN SECTIONS AND COMPRESSED TO A MINIMUM OF 50%. 7.ALL EXTERIOR SYSTEM JOINTS SHALL BE COVERED WITH A MINIMUM 7" WIDTH EXTERNAL JOINT WRAP CONFORMING TO ASTM C877 (ALL SIDE AND TOP SEAMS). 8.INSTALL END WALLS AT DESIGNATED LOCATIONS ON THE PLAN VIEW DRAWING. SECURE PANEL WALLS AT TOPS AND SIDES WITH THE STORMVAULT SUPPLIED HARDWARE KIT AS NOTED IN THE STORMVAULT INSTALLATION INSTRUCTIONS. 9.NO MACHINERY OR VEHICLES EXCEEDING HL-93 DESIGN LOADS MAY TRAVEL OVER THE SYSTEM WITHOUT THE REQUIRED MINIMUM COVER. IF EARLY ACCESS IS NECESSARY, EQUIPMENT LOADS MUST BE REDUCED TO STAY WITHIN SYSTEM CAPACITY. IN SOME CASES, HAND COMPACTION MAY BE REQUIRED TO MEET COMPACTION NEEDS WITHOUT EXCEEDING DESIGN LIMITS. 10.A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO PLACEMENT OF STORMVAULT. DETENTION SYSTEM VOLUME DEPTH (FT) EXTERIOR MODULE VOLUME (CU.FT.) *VOID AREA VOLUME (CU.FT.) INTERIOR MODULE VOLUME (CU.FT.) 3 270 245 276 4 363 312 371 5 456 379 466 6 550 446 562 7 644 514 657 DEPTH 12" MIN. 6" MIN. EXTERIOR MODULE INTERIOR MODULE INTERIOR MODULE EXTERIOR MODULE BRIDGE SLAB FINISH GRADE PAVING/OVERBURDEN PER PLANS Ø36" ACCESS OPENINGS AS REQUIRED AT BRIDGE SLAB LOCATIONSCOMPACTED BACKFILL PER ASTM C-1675-11 NATIVE MATERIAL COMPACTED SUB-BASE MATERIAL PER GEOTECH BASE SLAB BURY DEPTH 2' - 5', UNLESS SPECIFIED OTHERWISE *VOID AREA VOLUME = STORAGE BELOW THE BRIDGE SLAB Attachment C WQMP Site Map Attachment D WQMP and Stormwater BMP Transfer, Access and Maintenance Agreement Page 1 of 9 RECORDING REQUESTED BY: SPACE ABOVE FOR RECORDER'S USE ONLY Memorandum of Agreement for Water Quality Management Plan and Storm Water BMP Transfer, Access and Maintenance OWNER/APPLICANT NAME:DLJ Fontana, LLC PROPERTY ADDRESS:9882 Almond Avenue Fontana, CA 92335 APN:0234-061-04 THIS Memorandum of Agreement hereinafter referred to as "Agreement" is made and entered on this __________ day of ______________, 2025 by the undersigned herein after referred to as "Owner" and the City of Fontana, a municipal corporation, located in the County of San Bernardino, State of California hereinafter referred to as "CITY"; WHEREAS, the Owner owns real property ("Property") in the City of Fontana, County of San Bernardino, State of California, more specifically described in Exhibit "A" and depicted in Exhibit "B", each of which exhibits is attached hereto and incorporated herein by this reference; WHEREAS, at the time of initial approval of development project within the Property described above, the City required the project to employ Best Management Practices, hereinafter referred to as "BMPs," to minimize pollutants in urban runoff; WHEREAS, the Owner has chosen to install and/or implement BMPs as described in the Water Quality Management Plan as described in Exhibit "C" and on file with the City, hereinafter referred to as "WQMP", to minimize pollutants in urban runoff and to minimize other adverse impacts of urban runoff; WHEREAS, said WQMP has been certified by the Owner and reviewed and approved by the City; WHEREAS, said BMPs, with installation and/or implementation on private property and draining only private property, are part of a private facility with all maintenance or replacement, therefore, the sole responsibility of the Owner; WHEREAS, the Owner is aware that periodic and continuous maintenance, including, but not necessarily limited to, filter material replacement and sediment removal, is required to assure peak performance of all BMPs in the WQMP and that, furthermore, such maintenance activity will require compliance with all Local, State, or Federal laws and regulations, including those pertaining to confined space and waste disposal methods, in effect at the time such maintenance occurs; Page 2 of 9 NOW THEREFORE, it is hereby agreed by the Owner as follows: Page 3 of 9 8. It is the intent of the parties hereto that burdens and benefits herein undertaken shall constitute covenants that run with said Property and constitute a lien there against. 9. The obligations herein undertaken shall be binding upon the heirs, successors, executors, administrators and assigns of the parties hereto. The term "Owner" shall include not only the present Owner, but also its heirs, successors, executors, administrators, and assigns. Owner shall notify any successor to title of all or part of the Property about the existence of this Agreement. Owner shall provide such notice prior to such successor obtaining an interest in all or part of the Property. Owner shall provide a copy of such notice to the City at the same time such notice is provided to the successor. 10.This Agreement shall not be amended, modified or terminated without the prior written consent of the City, which consent to be effective, shall be contained in a document executed by the City and recorded against the Real Property. OWNER: Owner/Applicant Name:DLJ Fontana, LLC Owner/Applicant Signature: Matt Englhard, [TBD] Date: NOTARY Notary acknowledgement is required for recordation (attach appropriate acknowledgement). Page 4 of 9 (INSERT NOTARY ACKNOWLEDGEMENT PAGE HERE) Page 5 of 9 EXHIBIT A (Legal Description) Page 6 of 9 EXHIBIT B (Map/illustration) Page 7 of 9 EXHIBIT C (WQMP Exhibit) Attachment E FO N T A N A C I T Y O F PUBLIC SERVICES FO N T A N A C I TY O F PUBLIC SERVICES FO N T A N A C I T Y O F PUBLIC SERVICES FO N T A N A C I T Y O F PUBLIC SERVICES i JENSEN DEFLECTIVE SEPARATOR (JDS) OPERATION & MAINTENANCE MANUAL Prepared For Project Name: Project Location: Date: 1 PROJECT INFORMATION FOR JENSEN DEFLECTIVE SEPARATOR (JDS) UNITS Project: Location: Subject: SWTU: JENSEN DEFLECTIVE SEPARATOR (JDS) Model: JDSXX-XXXX INTRODUCTION The Jensen Deflective Separator (JDS) Stormwater Treatment unit (SWTU) is an important and effective component of the stormwater management program and proper operation and maintenance of the unit are essential to demonstrate project’s compliance with local, state and/or federal water pollution control requirements. The JDS SWTU features the Continuous deflective separation non-blocking, indirect screening process to treat Stormwater runoff and is highly effective in capturing floatables, suspended solids, large particles and even fine sediments. Because of its non-blocking screening capacity, the JDS unit is un-matched in its ability to capture and retain gross pollutants such as trash and debris that are greater than 0.05 inch. In addition, it is also very effective in capturing 80-90% of fine sand particles and other storm water pollutants such as free oil and grease. OPERATIONS The JDS unit is a non-mechanical self-operating system and will function any time there is flow in the storm drainage system. The unit will continue to effectively capture pollutants even during extreme rainfall events when the influent flow exceeds the design flow. Previously captured pollutants in the JDS unit’s separation chamber and sump will be retained even when the unit’s design capacity is exceeded. 2 JDS UNIT CLEANOUT The frequency of cleaning the JDS unit will depend upon the accumulation of trash, debris and sediments and is a function of the land use activity in the drainage watershed. Cleanout and preventive maintenance schedules are based on operating experience unless precise pollutant loadings have been determined. The unit should be periodically inspected to determine the amount of accumulated pollutants and to ensure that the cleanout frequency is adequate to handle the predicted pollutant load. The recommended cleanout of solids within the JDS unit’s sump should be done at 50% to 75% of the sump capacity; however, there will be no significant impact to the JDS unit’s performance even when the accumulated solids exceed 75% of the sump’s capacity. Access to the JDS unit is typically achieved through a manhole cover. The cover(s) allow for the inspection and cleanout of the separation chamber (screen/cylinder) & sump. Recommendations for Achieving Optimal Performance from JDS SWTU: NEW INSTALLATIONS – The condition of the unit should be checked after every runoff event for the first 30 days of the wet season. The visual inspection should ascertain that the unit is functioning properly (no blockages or obstructions to inlet and/or separation screen), measuring the amount of solid materials that have accumulated in the sump, the amount of fine sediment accumulated behind the screen, and determining the amount floating trash and debris in the separation chamber. This can be done with a calibrated “dip stick” so that the depth of deposition can be tracked. Schedules for inspections and cleanout should be based on storm events and pollutant accumulation. ONGOING OPERATION – During the rainy season, the unit should be inspected at least once every 30 days. The sump should be cleaned when it is 50-75% full. If floatables accumulate more rapidly than the settleable solids, the floatables should be removed using a vactor truck. Floatables can also be removed with a dip net before the layer thickness exceeds one to two feet. Cleanout of the JDS unit at the end of a rainy season is recommended because of the nature of pollutants collected and the potential for odor generation from the decomposition of material collected and retained. This end of season cleanout will assist in preventing the discharge of pore water from the JDS unit during summer months due to dry weather flows. USE OF SORBENTS – It needs to be emphasized that the addition of sorbents is not a requirement for the JDS units to effectively control oil and grease from storm water. The conventional oil baffle within the unit assures satisfactory oil and grease removal. However, the addition of sorbents will enhance the capacity to capture oil and grease beyond that attainable by a conventional oil baffle system. Under normal operations, JDS units will provide effluent concentrations of oil and grease that are less than 15 parts per million (ppm) for all dry weather spills where the volume is less than or 3 equal to the oil spill capture volume of the JDS unit. During wet weather flows, the oil baffle system can be expected to remove between 40 and 70% of the free oil and grease from the storm water runoff. Jensen only recommends the addition of sorbents to the separation chamber if there are specific land use activities in the catchment watershed that could produce exceptionally large concentrations of oil and grease in the runoff; concentration levels well above typical amounts. If site evaluations merit an increased control of free oil and grease then oil sorbents can be added to the JDS unit to thoroughly address these particular pollutants of concern. Recommended Oil Sorbents ClearTec™ Rubberizer® products sorb and transform into a rubber-like material many petroleum products to include typical oil and greases in stormwater runoff. Jensen recommends Rubberizer Particulate 8-4 mesh Particulate for Filtration, HPT4100 or equal. Rubberizer is supplied by Haz-Mat Response Technologies, Inc. 4626 Santa Fe Street, San Diego, CA 92109 (800) 618-13856, www.rubberizer.com. The amount of sorbent to be added to the JDS separation chamber can be determined if sufficient information is known about the concentration of oil and grease in the runoff. Frequently the actual concentrations of oil and grease are too variable and the amount to be added and frequency of cleaning will be determined by periodic observation of the sorbents. As an initial application, it is recommended that approximately 4 to 8 pounds of sorbent material be added to the separation chamber of the JDS units per acre of parking lot or road surface per year. The oil and grease loading of the sorbent material should be observed after major storm events. Oil Sorbent material may also be furnished in pillows or mats configurations. The sorbent material should be replaced when it is fully discolored by skimming the sorbent from the surface. The sorbent may require disposal as a special or hazardous waste, but will depend on local and state regulatory requirements. CLEANOUT AND DISPOSAL A vactor truck is recommended for cleanout of the JDS unit and can be easily accomplished in less than 30-40 minutes for most small installations. Standard vactor operations should be employed in the cleanout of the unit. Disposal of material from the JDS unit should be in accordance with the local municipality’s requirements. Disposal of the decant liquid/material to a Publically Operated Waste Water Treatment Plant is recommended. Field decanting to the storm drainage system is not recommended, unless through a proven fine filtration process. Solids can be disposed of in a similar fashion as those materials collected from street sweeping operations and catch-basin cleanouts. 4 MAINTENANCE The JDS unit should be pumped down at least once a year and a thorough inspection of the separation chamber (inlet/cylinder and separation screen) and oil baffle should be performed. The unit’s internal components should not show any signs of damage or any loosening of the bolts used to fasten the various components to the manhole structure and to each other. Ideally, the screen should be power washed for the inspection. If any of the internal components are damaged or if any fasteners appear to be damaged or missing, please contact Jensen Water Resources to make arrangements to have the damaged items repaired or replaced: Jensen Water Resources 521 Dunn Circle Sparks, NV 89431 Toll Free: (877) 649-0095 Fax: (775) 440-2013 The screen assembly is fabricated from ASTM Type 316L stainless steel and fastened with 316 stainless steel fasteners that are easily removed and/or replaced with conventional hand tools. Damaged screen assembly should be replaced with the new expanded metal screen assembly placing the expanded apertures in the same orientation as existing screen section that was removed. CONFINED SPACE The JDS unit is a confined space environment and only properly trained personnel possessing the necessary safety equipment should enter the unit to perform maintenance or inspection procedures. Inspections of the internal components can, in most cases, be accomplished through observations from the ground surface. RECORDS OF OPERATION AND MAINTENANCE JDS recommends that the owner maintain annual records of the operation and maintenance of the JDS unit to document the effective maintenance of this important component of your storm water management program. The attached Annual Record of Operations and Maintenance form (see Appendix A) is suggested and should be retained for a minimum period of three years. Appendix A Inspection & Maintenance Log Jensen Deflective Separator (JDS) ANNUAL RECORD OF OPERATION AND MAINTENANCE OWNER ADDRESS OWNER REPRESENTATIVE PHONE JDS INSTALLATION: MODEL DESIGNATION DATE SITE LOCATION DEPTH FROM COVER TO BOTTOM OF SUMP VOLUME OF SUMP CUYD VOLUME/INCH DEPTH CUYD INSPECTIONS: DATE SCREEN INTEGRITY FLOATABLES DEPTH SEDIMENT VOLUME SORBENT DISCOLORATION OBSERVATIONS OF FUNCTION: CLEANOUT: DATE VOLUME FLOATABLES VOLUME SEDIMENTS METHOD OF DISPOSAL OF FLOATABLES, SEDIMENTS, DECANT AND SORBENTS OBSERVATIONS OF FUNCTION: SCREEN MAINTENANCE: DATE OF POWER WASHING, INSPECTION AND OBSERVATIONS: CERTIFICATION: TITLE: DATE:_______ JENSEN PRECAST 9895 Double R Blvd. | Reno, NV 89521 | 775 352 2700 | JensenPrecast.com Storm Vault O&M_rev240515 JENSEN PRECAST STORM VAULT OPERATION AND MAINTENANCE The proper inspection and maintenance of the Storm Vault underground detention, retention, or infiltration system are essential for optimizing its performance and ensuring its longevity within the stormwater management infrastructure. Compliance with all applicable local, state, and federal permits and regulations is necessary to maintain system integrity. Manway access points are strategically placed within each system to facilitate easy entry and exit for routine inspection and maintenance tasks. Compliance with stormwater regulations mandates regular inspection and maintenance of Best Management Practices (BMPs) to verify their functionality and safeguard receiving water bodies. It is advisable to conduct inspections multiple times during the initial year to evaluate site - specific conditions. Later inspections are typically scheduled after significant rainfall events and at semiannual intervals thereafter. This frequency is recommended due to the potential variability in pollutant loading and characteristics observed across different sites. Factors such as nearby soil erosion, construction activities, winter road sanding, traffic volume, and land use can significantly increase pollutant loading on the system. The observations made during the initial inspection year establish appropriate intervals for inspection and maintenance in subsequent years. Failure to adhere to proper maintenance schedules can lead to issues such as exceeding storage capacity, blockages, or damage, all of which can compromise the system's performance over time. WARNING: UNDERGROUND STORM VAULTS AND OTHER SIMILAR TYPE ENCLOSURES ARE CONFINED SPACES AND ENTRY IS NOT RECOMMENDED AS THE ATMOSPHERE MAY BE HAZARDOUS. IF ENTRY IS NEEDED, ONLY SPECIALISTS TRAINED IN CONFINED SPACE ENTRY WITH THE PROPER EQUIPMENT AND FOLLOWING O.S.H.A. CONFINED SPACE ENTRY PROCEDURES SHOULD ENTER. THIS WARNING IS PRESENTED FOR PRECAUTIONARY SAFETY AND ADVICE ONLY. OWNERS, USERS, INSTALLERS, CONTRACTORS, ETC. ARE RESPONSIBLE FOR SAFETY ON THE JOB AND O.S.H.A COMPLIANCE. Equipment: Below is a list of the typical equipment for completing an inspection on the Storm Vault. - Inspection Report and/or Maintenance recommendations - Appropriate personal protective equipment - Measuring pole and/or tape measure - Adequate traffic control signage and protocols - Appropriate tools to access hatches and covers - Flashlight - Underground Storm Vaults are confined spaces. For routine inspections, it is generally not required to enter the system. If entry is required, only specialists trained in confined space entry with the proper equipment and following O.S.H.A. confined space entry procedures should enter. Below is a list of the typical equipment for completing maintenance on the Storm Vault. - Inspection Report and/or Maintenance recommendations - Appropriate personal protective equipment - Adequate traffic control signage and protocols - Appropriate tools to access hatches and covers - Flashlight and work lights - Pressure Washer - Vacuum Truck - Trash Can(s) - Underground Storm Vaults are confined spaces. If entry is required, only specialists trained in confined space entry with the proper equipment and following O.S.H.A. confined space entry procedures should enter. Inspection: Effective stormwater BMP maintenance hinges on regular inspections. Inspection procedures for the Storm Vault underground detention, retention, or infiltration system are straightforward. In the initial year, more frequent inspections are advised to collect loading data and maintenance needs specific to the site, forming the basis for long - term maintenance schedules. JENSEN PRECAST 9895 Double R Blvd. | Reno, NV 89521 | 775 352 2700 | JensenPrecast.com Storm Vault O&M_rev240515 Inspection of the Storm Vault system can be conducted visually without entering. Prior to inspection, all necessary safety measures, including traffic control, must be implemented to ensure the safety of inspectors and pedestrians. Once access covers are safely opened, the inspection process proceeds as follows : 1. Preparation of the inspection entails recording essential information such as project name, location, date and time, unit number, and other pertinent details. 2. Upstream drainage areas are observed for signs of pollution, sediment deposition, trash accumulation, and debris. 3. Inspection of the system's interior is conducted through access manholes. If visibility is limited, a flashlight is employed to illuminate the system and its modules. 4. Any unusual obstructions in inflow and outflow pipes are noted, with particular attention given to pipe movement or leakage, and observations are recorded on the inspection form. 5. Movement of modules, cracks, and signs of deterioration in concrete structures are observed and documented. 6. Detention and retention systems are examined for indications of leakage, while infiltration systems are assessed for blockages or factors impeding soil infiltration. 7. The accumulation of floatable debris within the system is estimated through observation or digital photography, and the information is recorded on the inspection form. Additionally, the depth of sediment accumulation is estimated using a tape measure or measuring stick, with variations expected depending on the flow path, and recorded accordingly. 8. The inspection report is finalized and reviewed to determine the necessity of maintenance actions. Maintenance: Maintenance procedures should ideally be scheduled at least three to four days after the most recent rain event to allow for the system and any upstream detention systems, designed for extended drainage periods, to adequately drain down. Performing maintenance while flows are still entering the system can prolong the process and increase complexity. Only specialists trained in confined space entry with the proper equipment and following O.S.H.A. confined space entry procedures should enter. Once all safety measures are in place, the cleaning process can begin as follows: 1. Utilize a vacuum truck equipped with an extension on a boom to position the hose over the opened manway and lower it into the system. Remove all floating debris, standing water, and sediment as necessary. If sediment is stubborn, a power washer may assist in loosening it from the floor and walls. Pressure wash and/or sweep sediment to the nearest manway opening. Repeat this process at each manway until the entire system is cleaned. Avoid pressure washing the infiltration area to prevent scouring; limit pressure washing to concrete base modules and slabs only. Do not vacuum infiltration stone or wash accumulated solids into the stone. 2. Conclude by replacing all manhole covers and removing traffic control measures. 3. All Debris and pollutants removed during maintenance must be disposed of in accordance with local regulations. Contact your city official for information. ENGINEERED SOLUTIONS Modular Wetlands® Linear Operation & Maintenance Manual 2 MODULAR WETLANDS® LINEAR OPERATION & MAINTENANCE MANUAL TABLE OF CONTENTS Overview ........................................................................................................3 Inspection Summary .......................................................................................4 Inspection Process ..........................................................................................5 Maintenance Indicators ..................................................................................6 Inspection Process ..........................................................................................7 Maintenance Summary ..................................................................................8 Pretreatment Chamber ................................................................9 Prefilter Cartridge ......................................................................10 Biofiltration Chamber ................................................................11 Discharge Chamber ...................................................................12 Inspection Report .........................................................................................13 Cleaning and Maintenance Report ................................................................14 3 OVERVIEW The Modular Wetlands® Linear Biofilter is designed to remove high levels of trash, debris, sediments, nutrients, metals, and hydrocarbons. Its simple design allows for quick and easy installation. The system is housed in a standard precast structure and can be installed at various depths to meet site-specific conditions. INTRODUCTION This is the Modular Wetlands Linear Biofilter operation and maintenance manual. Before starting, read the instructions and equipment lists closely. It is important to follow all necessary safety procedures associated with state and local regulations. Some steps required confined space entry. Please contact Contech for more information on pre-authorized third party contractors who can provide installation services in your area. For a list of service providers in your area please visit: www.conteches.com/maintenance. Pretreatment Chamber Biofiltration Chamber Discharger Chamber Prefilter Box Biofiltration Media Flow Control Riser Vertical Underdrain Outflow Inflow 4 INSTRUCTIONS INSPECTION SUMMARY Stormwater regulations require BMPs be inspected and maintained to ensure they are operating as designed to allow for effective pollutant removal and provide protection to receiving water bodies. It is recommended that inspections be performed multiple times during the first year to assess the site specific loading conditions. The first year of inspections can be used to set inspection and maintenance intervals for subsequent years to ensure appropriate maintenance is provided. •Inspect pre-treatment, biofiltration, and discharge chambers an average of once every six to twelve months. Varies based on site specific and local conditions. •Average inspection time is approximately 15 minutes. Always ensure appropriate safety protocol and procedures are followed. The following is a list of equipment required to allow for simple and effective inspection of the Modular Wetlands Linear: •Modular Wetlands Linear Inspection Form •Flashlight •Manhole hook or appropriate tools to remove access hatches and covers •Appropriate traffic control signage and procedures •Measuring pole and/or tape measure •Protective clothing and eye protection •7/16” open or closed ended wrench •Large permanent black marker (initial inspections only - first year) Note: entering a confined space requires appropriate safety and certification. It is generally not required for routine inspections of the system INSPECTION AND MAINTENANCE NOTES 1. Following maintenance and/or inspection, it is recommended that the maintenance operator prepare a maintenance/inspection record. The record should include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanisms. 2. The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of maintenance. These records should be made available to the governing municipality for inspection upon request at any time. 3. Transport all debris, trash, organics, and sediments to approved facility for disposal in accordance with local and state requirements. 4. Entry into chambers may require confined space training based on state and local regulations. 5. No fertilizer shall be used in the biofiltration chamber. 6. Irrigation should be provided as recommended by manufacturer and/or landscape architect. Amount of irrigation required is dependent on plant species. Some plants may not require irrigation after initial establishment. 5 INSPECTION PROCESS 1. Prepare the inspection form by writing in the necessary information including project name, location, date & time, unit number and other information (see inspection form). 2. Observe the inside of the system through the access covers. If minimal light is available and vision into the unit is impaired, utilize a flashlight to see inside the system and all of its chambers. 3. Look for any out of the ordinary obstructions in the inflow pipe, pre-treatment chamber, biofiltration chamber, discharge chamber or outflow pipe. Write down any observations on the inspection form. 4. Through observation and/or digital photographs, estimate the amount of trash, debris accumulated in the pre-treatment chamber. Utilizing a tape measure or measuring stick, estimate the amount of sediment in this chamber. Record this depth on the inspection form. 5. Through visual observation, inspect the condition of the pre-filter cartridges. Look for excessive build-up of sediment on the cartridges, any build-up on the tops of the cartridges, or clogging of the holes. Record this information on the inspection form. The prefilter cartridges can be further inspected by removing the cartridge tops and assessing the color of the BioMediaGREEN filter cubes (requires entry into pre-treatment chamber - see notes previous notes regarding confined space entry). Record the color of the material. New material is a light green color. As the media becomes clogged, it will turn darker in color, eventually becoming dark brown or black. The closer to black the media is the higher percentage that the media is exhausted and is in need of replacement. 6. The biofiltration chamber is generally maintenance-free due to the system’s advanced pre-treatment chamber. For units which have open planters with vegetation, it is recommended that the vegetation be inspected. Look for any plants that are dead or showing signs of disease or other negative stressors. Record the general health of the plants on the inspection form and indicate through visual observation or digital photographs if trimming of the vegetation is required. 7. The discharge chamber houses the orifice control structure, drain down filter (only in California - older models), and is connected to the outflow pipe. It is important to check to ensure the orifice is in proper operating conditions and free of any obstructions. It is also important to assess the condition of the drain down filter media which utilizes a block form of the BioMediaGREEN. Assess in the same manner as the cubes in the pre- filter cartridge as mentioned above. Generally, the discharge chamber will be clean and free of debris. Inspect the water marks on the side walls. If possible, inspect the discharge chamber during a rain event to assess the amount of flow leaving the system while it is at 100% capacity (pre-treatment chamber water level at peak HGL - top of bypass weir). The water level of the flowing water should be compared to the watermark level on the side walls, which is an indicator of the highest discharge rate the system achieved when initially installed. Record on the form if there is any difference in level from the watermark in inches. INSPECTION •Excessive accumulation of sediment in the pre-treatment chamber of more than 6" in depth. •Excessive accumulation of sediment on the BioMediaGREEN media housed within the pre- treatment cartridges. The following chart shows photos of the condition of the BioMediaGREEN contained within the pre-filter cartridges. When media is more than 85% clogged, replacement is required. 7 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS INSPECTION •Excessive accumulation of sediment in the pre-treatment chamber of more than 6" in depth. •Excessive accumulation of sediment on the BioMediaGREEN media housed within the pre- treatment cartridges. The following chart shows photos of the condition of the BioMediaGREEN contained within the pre-filter cartridges. When media is more than 85% clogged, replacement is required. 7 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS New BioMediaGREEN 0% Exhausted BioMediaGREEN 100%85% 6 MAINTENANCE INDICATORS Based upon the observations made during inspection, maintenance of the system may be required based on the following indicators: •Missing or damaged internal components or cartridges •Obstructions in the system or its inlet and/or outlet pipes •Excessive accumulation of floatables in the pretreatment chamber in which the length and width of the chamber is fully impacted more than 18”. See photo below. •Excessive accumulation of sediment in the pretreatment chamber of more than 6” in depth. •Excessive accumulation of sediment on the BioMediaGREEN media housed within the pretreatment cartridges. The following chart shows photos of the condition of the BioMediaGREEN contained within the pre-filter cartridges. When media is more than 85% clogged, replacement is required. •Excessive accumulation of sediment on the BioMediaGREEN media housed within the pretreatment cartridges. When media is more than 85% clogged, replacement is required. The darker the BioMediaGREEN, the more clogged it is and in need of replacement. INSPECTION MAINTENANCE INDICATORS Based upon the observations made during inspection, maintenance of the system may be required based on the following indicators: •Missing or damaged internal components or cartridges •Obstructions in the system or its inlet and/or outlet pipes •Excessive accumulation of floatables in the pre-treatment chamber in which the length and width of the chamber is fully impacted more than 18". See photo below. 8.Finalize the inspection report for analysis by the maintenance manager to determine if maintenance is required. 6 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS INSPECTION •Excessive accumulation of sediment in the pre-treatment chamber of more than 6" in depth. •Excessive accumulation of sediment on the BioMediaGREEN media housed within the pre- treatment cartridges. The following chart shows photos of the condition of the BioMediaGREEN contained within the pre-filter cartridges. When media is more than 85% clogged, replacement is required. 7 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS INSPECTION MAINTENANCE INDICATORS Based upon the observations made during inspection, maintenance of the system may be required based on the following indicators: •Missing or damaged internal components or cartridges •Obstructions in the system or its inlet and/or outlet pipes •Excessive accumulation of floatables in the pre-treatment chamber in which the length and width of the chamber is fully impacted more than 18". See photo below. 8.Finalize the inspection report for analysis by the maintenance manager to determine if maintenance is required. 6 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS INSPECTION MAINTENANCE INDICATORS Based upon the observations made during inspection, maintenance of the system may be required based on the following indicators: •Missing or damaged internal components or cartridges •Obstructions in the system or its inlet and/or outlet pipes •Excessive accumulation of floatables in the pre-treatment chamber in which the length and width of the chamber is fully impacted more than 18". See photo below. 8.Finalize the inspection report for analysis by the maintenance manager to determine if maintenance is required. 6 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS NOTE: During the first few storms, the water level in the outflow chamber should be observed and a 6” long horizontal watermark line drawn (using a large permanent marker) at the water level in the discharge chamber while the system is operating at 100% capacity. The diagram below illustrates where the line should be drawn. This line is a reference point for future inspections of the system. Water level in the discharge chamber is a function of flow rate and pipe size. Observation of the water level during the first few months of operation can be used as a benchmark level for future inspections. The initial mark and all future observations shall be made when the system is at 100% capacity (water level at maximum level in the pre-treatment chamber). If future water levels are below this mark when the system is at 100% capacity, this is an indicator that maintenance to the pre-filter cartridges may be needed. 8. Finalize the inspection report for analysis by the maintenance manager to determine if maintenance is required. 7 INSPECTION PROCESS •Excessive accumulation of sediment on the BioMediaGREEN media housed within the drain down filter (California only - older models). The following photos show the condition of the BioMediaGREEN contained within the drain down filter. When media is more than 85% clogged, replacement is required. •Overgrown vegetation. •Water level in the discharge chamber during 100% operating capacity (pretreatment chamber water level at max height) is lower than the water mark by 20%. INSPECTION •Excessive accumulation of sediment on the BioMediaGREEN media housed within the drain down filter (California only - older models). The following photos show the condition of the BioMediaGREEN contained within the drain down filter. When media is more than 85% clogged, replacement is required. •Overgrown vegetation. •Water level in the discharge chamber during 100% operating capacity (pre-treatment chamber water level at max height) is lower than the watermark by 20%. 8 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS INSPECTION •Excessive accumulation of sediment on the BioMediaGREEN media housed within the drain down filter (California only - older models). The following photos show the condition of the BioMediaGREEN contained within the drain down filter. When media is more than 85% clogged, replacement is required. •Overgrown vegetation. •Water level in the discharge chamber during 100% operating capacity (pre-treatment chamber water level at max height) is lower than the watermark by 20%. 8 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 8 MAINTENANCE SUMMARY The time has come to maintain your Modular Wetlands® Linear. All necessary pre-maintenance steps must be carried out before maintenance occurs. Once traffic control has been set up per local and state regulations and access covers have been safely opened, the maintenance process can begin. It should be noted that some maintenance activities require confined space entry. All confined space requirements must be strictly followed before entry into the system. In addition, the following is recommended: •Prepare the maintenance form by writing in the necessary information including project name, location, date & time, unit number and other info (see maintenance form). •Set up all appropriate safety and cleaning equipment. •Ensure traffic control is set up and properly positioned. •Prepared pre-checks (OSHA, safety, confined space entry) are performed. The following is a list of equipment to required for maintenance of the Modular Wetlands® Linear: •Modular Wetlands Linear Maintenance Form •Manhole hook or appropriate tools to access hatches and covers •Protective clothing, flashlight, and eye protection •7/16” open or closed ended wrench •Vacuum assisted truck with pressure washer •Replacement BioMediaGREEN for pre-filter cartridges if required (order from one of Contech’s Maintenance Team members at https://www.conteches.com/maintenance). 9 MAINTENANCE | PRETREATMENT CHAMBER 1. Remove access cover over pre-treatment chamber and position vacuum truck accordingly. 2. With a pressure washer, spray down pollutants accumulated on walls and pre-filter cartridges. 3. Vacuum out pre-treatment chamber and remove all accumulated pollutants including trash, debris, and sediments. Be sure to vacuum the floor until the pervious pavers are visible and clean. 4. If pre-filter cartridges require media replacement, continue to step 5. If not, replace access cover and move to step 11. 1.MAINTENANCE (PRE-TREATMENT CHAMBER)Remove access cover over pre-treatment chamber and position vacuum truck accordingly.2.With a pressure washer, spray down pollutants accumulated on walls and pre-filter cartridges. 3.Vacuum out pre-treatment chamber and remove all accumulated pollutants including trash, debris, and sediments. Be sure to vacuum the floor until the pervious pavers are visible and clean. 4.If pre-filter cartridges require media replacement, move on to next page. If not, replace access cover. 11 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 1.MAINTENANCE (PRE-TREATMENT CHAMBER)Remove access cover over pre-treatment chamber and position vacuum truck accordingly.2.With a pressure washer, spray down pollutants accumulated on walls and pre-filter cartridges. 3.Vacuum out pre-treatment chamber and remove all accumulated pollutants including trash, debris, and sediments. Be sure to vacuum the floor until the pervious pavers are visible and clean. 4.If pre-filter cartridges require media replacement, move on to next page. If not, replace access cover. 11 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 1.MAINTENANCE (PRE-TREATMENT CHAMBER)Remove access cover over pre-treatment chamber and position vacuum truck accordingly.2.With a pressure washer, spray down pollutants accumulated on walls and pre-filter cartridges. 3.Vacuum out pre-treatment chamber and remove all accumulated pollutants including trash, debris, and sediments. Be sure to vacuum the floor until the pervious pavers are visible and clean. 4.If pre-filter cartridges require media replacement, move on to next page. If not, replace access cover. 11 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 1.MAINTENANCE (PRE-TREATMENT CHAMBER)Remove access cover over pre-treatment chamber and position vacuum truck accordingly.2.With a pressure washer, spray down pollutants accumulated on walls and pre-filter cartridges. 3.Vacuum out pre-treatment chamber and remove all accumulated pollutants including trash, debris, and sediments. Be sure to vacuum the floor until the pervious pavers are visible and clean. 4.If pre-filter cartridges require media replacement, move on to next page. If not, replace access cover. 11 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 10 MAINTENANCE | PREFILTER CARTRIDGES 5. After successfully cleaning out the pre-treatment chamber (previous page) enter the pre-treatment chamber. 6. Unscrew the two bolts (circles shown below) holding the lid on each cartridge filter and remove lid. 7. Place the vacuum hose over each individual media filter to suck out filter media. 8. Once filter media has been sucked out, use a pressure washer to spray down the inside of the cartridge and it’s media cages. Remove cleaned media cages and place to the side. Once removed, the vacuum hose can be inserted into the cartridge to vacuum out any remaining material near the bottom of the cartridge. 9. Reinstall media cages and fill with new media from the manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase. Utilize the manufacture-provided refilling tray and place on top of the cartridge. Fill the tray with new bulk media and shake down into place. Using your hands, lightly compact the media into each filter cage. Once the cages are full, remove the refilling tray and replace the cartridge top, ensuring bolts are properly tightened. 10. Exit the pre-treatment chamber. Replace access hatch or manhole cover. 1. MAINTENANCE (PRE-FILTER CARTRIDGES) After successfully cleaning out the pre-treatment chamber (previous page) enter the pre-treatment chamber. 2. Unscrew the two bolts (red circles) holding the lid on each cartridge filter and remove lid. 3.Place the vacuum hose over each individual media filter to suck out filter media. 4.Once filter media has been sucked out, use a pressure washer to spray down the inside of the cartridge and it's media cages. Remove cleaned media cages and place to the side. Once removed, the vacuum hose can be inserted into the cartridge to vacuum out any remaining material near the bottom of the cartridge. 12 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 0 0 1. MAINTENANCE (PRE-FILTER CARTRIDGES) After successfully cleaning out the pre-treatment chamber (previous page) enter the pre-treatment chamber. 2. Unscrew the two bolts (red circles) holding the lid on each cartridge filter and remove lid. 3.Place the vacuum hose over each individual media filter to suck out filter media. 4.Once filter media has been sucked out, use a pressure washer to spray down the inside of the cartridge and it's media cages. Remove cleaned media cages and place to the side. Once removed, the vacuum hose can be inserted into the cartridge to vacuum out any remaining material near the bottom of the cartridge. 12 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 0 0 1.MAINTENANCE (PRE-FILTER CARTRIDGES)After successfully cleaning out the pre-treatment chamber (previous page) enter the pre-treatment chamber. 2. Unscrew the two bolts (red circles) holding the lid on each cartridge filter and remove lid. 3.Place the vacuum hose over each individual media filter to suck out filter media. 4.Once filter media has been sucked out, use a pressure washer to spray down the inside of the cartridge and it's media cages. Remove cleaned media cages and place to the side. Once removed, the vacuum hose can be inserted into the cartridge to vacuum out any remaining material near the bottom of the cartridge. 12 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 0 0 5. MAINTENANCE (PRE-FILTER CARTRIDGES) Reinstall media cages and fill with new media from the manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase. utilize the manufacture-provided refilling tray and place on top of the cartridge. Fill the tray with new bulk media and shake down into place. using your hands, lightly compact the media into each filter cage. Once the cages are full, remove the refilling tray and replace the cartridge top, ensuring bolts are properly tightened. 6.Exit the pre-treatment chamber. Replace access hatch or manhole cover. 13 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 5. MAINTENANCE (PRE-FILTER CARTRIDGES) Reinstall media cages and fill with new media from the manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase. utilize the manufacture-provided refilling tray and place on top of the cartridge. Fill the tray with new bulk media and shake down into place. using your hands, lightly compact the media into each filter cage. Once the cages are full, remove the refilling tray and replace the cartridge top, ensuring bolts are properly tightened. 6.Exit the pre-treatment chamber. Replace access hatch or manhole cover. 13 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 5. MAINTENANCE (PRE-FILTER CARTRIDGES) Reinstall media cages and fill with new media from the manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase. utilize the manufacture-provided refilling tray and place on top of the cartridge. Fill the tray with new bulk media and shake down into place. using your hands, lightly compact the media into each filter cage. Once the cages are full, remove the refilling tray and replace the cartridge top, ensuring bolts are properly tightened. 6.Exit the pre-treatment chamber. Replace access hatch or manhole cover. 13 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 11 MAINTENANCE | BIOFILTRATION CHAMBER 11. In general, the biofiltration chamber is maintenance-free with the exception of maintaining the vegetation. The Modular Wetlands Linear utilizes vegetation similar to surrounding landscape areas, therefore trim vegetation to match surrounding vegetation. If any plants have died, replace them with new ones. 12. Each vertical under drain on the biofiltration chamber has a removable (threaded cap) that can be taken off to check any blockages or root growth. Once removed, a jetting attachment can be used to clean out the under drain and orifice riser. 13. As with all biofilter systems, at some point the biofiltration media (WetlandMedia) will need to be replaced. Either because of physical clogging of sorptive exhaustion of the media ion exchange capacity (to remove dissolved metals and phosphorous). The general life of this media is 10 to 20 years based on site specific conditions and pollutant loading. Utilize the vacuum truck to vacuum out the media by placing the hose into the chamber. Once all the media is removed use the power washer to spray down all the netting on the outer metal cage. Inspect the netting for any damage or holes. If the netting is damaged it can be repaired or replaced with guidance by the manufacturer. 14. Contact one of Contech’s Maintenance Team members at https://www.conteches.com/maintenance to order new WetlandMedia. The quantity of media needed can be determined by providing the model number and unit depth. Media will be provided in super sacks for easy installation. Each sack will weigh between 1000 and 2000 lbs. A lifting apparatus (backhoe, boom truck, or other) is recommended to position the super sack over the biofiltration chamber. Fill the media cages up to the same level as the old media. Replant with vegetation. 1.MAINTENANCE (BIOFILTRATION CHAMBER)In general, the biofiltration chamber is maintenance-free with the exception of maintaining the vegetation. Using standard gardening tools, properly trim back the vegetation to healthy levels. The MW Linear™ utilizes vegetation similar to surrounding landscape areas, therefore trim vegetation to match surrounding vegetation. If any plants have died, replace them with new ones. 14 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 3.As with all biofilter systems, at some point the biofiltration media (WetlandMedia) will need to be replaced. Either because of physical clogging of sorptive exhaustion of the media ion exchange capacity (to remove dissolved metals and phosphorous). The general life of this media is 10 to 20 years based on site specific conditions and pollutant loading. Utilize the vacuum truck to vacuum out the media by placing the hose into the chamber. Once all the media is removed use the power washer to spray down all the netting on the outer metal cage. Inspect the netting for any damage or holes. If the netting is damaged it can be repaired or re- placed with guidance by the manufacturer. 4.The first step is to contact the manufacturer and order new WetlandMedia. The quantity of media needed can be determined by providing the model number and unit depth. Media will be provided in super sacks for easy installation. Each sack will weigh between 1000 and 2000 lbs. A lifting apparatus (backhoe, boom truck, or other) is rec-ommended to position the super sack over the biofiltration chamber. Fill the media cages up to the same level as the old media. Replant with vegetation. 2.Each vertical under drain on the biofiltration chamber has a removable (threaded) that can be taken off to check any blockages or root growth. Once removed a a jetting attachment can be used to clean out the under drain and orifice riser. 1.MAINTENANCE (BIOFILTRATION CHAMBER)In general, the biofiltration chamber is maintenance-free with the exception of maintaining the vegetation. Using standard gardening tools, properly trim back the vegetation to healthy levels. The MW Linear™ utilizes vegetation similar to surrounding landscape areas, therefore trim vegetation to match surrounding vegetation. If any plants have died, replace them with new ones. 14 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 3.As with all biofilter systems, at some point the biofiltration media (WetlandMedia) will need to be replaced. Either because of physical clogging of sorptive exhaustion of the media ion exchange capacity (to remove dissolved metals and phosphorous). The general life of this media is 10 to 20 years based on site specific conditions and pollutant loading. Utilize the vacuum truck to vacuum out the media by placing the hose into the chamber. Once all the media is removed use the power washer to spray down all the netting on the outer metal cage. Inspect the netting for any damage or holes. If the netting is damaged it can be repaired or re- placed with guidance by the manufacturer. 4.The first step is to contact the manufacturer and order new WetlandMedia. The quantity of media needed can be determined by providing the model number and unit depth. Media will be provided in super sacks for easy installation. Each sack will weigh between 1000 and 2000 lbs. A lifting apparatus (backhoe, boom truck, or other) is rec-ommended to position the super sack over the biofiltration chamber. Fill the media cages up to the same level as the old media. Replant with vegetation. 2.Each vertical under drain on the biofiltration chamber has a removable (threaded) that can be taken off to check any blockages or root growth. Once removed a a jetting attachment can be used to clean out the under drain and orifice riser.1. MAINTENANCE (BIOFILTRATION CHAMBER) In general, the biofiltration chamber is maintenance-free with the exception of maintaining the vegetation. Using standard gardening tools, properly trim back the vegetation to healthy levels. The MW Linear™ utilizes vegetation similar to surrounding landscape areas, therefore trim vegetation to match surrounding vegetation. If any plants have died, replace them with new ones. 14 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 3.As with all biofilter systems, at some point the biofiltration media (WetlandMedia) will need to be replaced. Either because of physical clogging of sorptive exhaustion of the media ion exchange capacity (to remove dissolved metals and phosphorous). The general life of this media is 10 to 20 years based on site specific conditions and pollutant loading. Utilize the vacuum truck to vacuum out the media by placing the hose into the chamber. Once all the media is removed use the power washer to spray down all the netting on the outer metal cage. Inspect the netting for any damage or holes. If the netting is damaged it can be repaired or re- placed with guidance by the manufacturer. 4.The first step is to contact the manufacturer and order new WetlandMedia. The quantity of media needed can be determined by providing the model number and unit depth. Media will be provided in super sacks for easy installation. Each sack will weigh between 1000 and 2000 lbs. A lifting apparatus (backhoe, boom truck, or other) is rec-ommended to position the super sack over the biofiltration chamber. Fill the media cages up to the same level as the old media. Replant with vegetation. 2.Each vertical under drain on the biofiltration chamber has a removable (threaded) that can be taken off to check any blockages or root growth. Once removed a a jetting attachment can be used to clean out the under drain and orifice riser. 12 MAINTENANCE | DISCHARGE CHAMBER 15. Remove access hatch or manhole cover over discharge chamber. 16. Enter chamber to gain access to the drain down filter. Unlock the locking mechanism and lift up drain down filter housing to remove used BioMediaGREEN filter block as shown below. NOTE: Drain down filter is only found on units installed in California prior to 2023. If no drain down filter is present, skip steps 16 and 17. 17. Insert a new BioMediaGREEN filter block and lock drain down filter housing back in place. 18. Replace access hatch or manhole cover over discharge chamber. INSPECTION •Excessive accumulation of sediment on the BioMediaGREEN media housed within the drain down filter (California only - older models). The following photos show the condition of the BioMediaGREEN contained within the drain down filter. When media is more than 85% clogged, replacement is required. •Overgrown vegetation. •Water level in the discharge chamber during 100% operating capacity (pre-treatment chamber water level at max height) is lower than the watermark by 20%. 8 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS INSPECTION •Excessive accumulation of sediment on the BioMediaGREEN media housed within the drain down filter (California only - older models). The following photos show the condition of the BioMediaGREEN contained within the drain down filter. When media is more than 85% clogged, replacement is required. •Overgrown vegetation. •Water level in the discharge chamber during 100% operating capacity (pre-treatment chamber water level at max height) is lower than the watermark by 20%. 8 ©2022 COPYRIGHT | CONTECH ENGINEERED SOLUTIONS 13 NOTES _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ _______________________________________________________________________________________________________ 14 For Office Use Only (city)(Zip Code)(Reviewed By Owner / Management Company (Date) Contact Phone )_ Inspector Name Date //Time AM / PM Weather Condition Additional Notes Yes Depth: Yes No Modular Wetland System Type (Curb, Grate or UG Vault):Size (22', 14' or etc.): Other Inspection Items: Storm Event in Last 72-hours? No YesType of Inspection Routine Follow Up Complaint Storm Office personnel to complete section to the left. Inspection Report Modular Wetlands Linear Is the filter insert (if applicable) at capacity and/or is there an accumulation of debris/trash on the shelf system? Does the cartridge filter media need replacement in pre-treatment chamber and/or discharge chamber? Any signs of improper functioning in the discharge chamber? Note issues in comments section. Chamber: Is the inlet/outlet pipe or drain down pipe damaged or otherwise not functioning properly? Structural Integrity: Working Condition: Is there evidence of illicit dischar e or excessive oil, rease, or other automobile fluids enterin and clo in th unit? Is there standing water in inappropriate areas after a dry period? Damage to pre-treatment access cover (manhole cover/grate) or cannot be opened using normal lifting pressure? Damage to discharge chamber access cover (manhole cover/grate) or cannot be opened using normal lifting pressure? Does the MWS unit show signs of structural deterioration (cracks in the wall, damage to frame)? Pro ect Name Project Address Inspection Checklist CommentsNo Does the depth of sediment/trash/debris suggest a blockage of the inflow pipe, bypass or cartridge filter? If yes, specify which one in the comments section. Note depth of accumulation in in pre-treatment chamber. Is there a septic or foul odor coming from inside the system? Is there an accumulation of sediment/trash/debris in the wetland media (if applicable)? Is it evident that the plants are alive and healthy (if applicable)? Please note Plant Information below. Sediment / Silt / Clay Trash / Bags / Bottles Green Waste / Leaves / Foliage Waste:Plant Information No Cleaning Needed Recommended Maintenance Additional Notes: Damage to Plants Plant Replacement Plant Trimming Schedule Maintenance as Planned Needs Immediate Maintenance ENGINEERED SOLUTIONS 15 For Office Use Only (city)(Zip Code)(Reviewed By) Owner / Management Company a e Contact Phone )_ Inspector Name Date //Time AM / PM W eather Condition Additional Notes Site Map # Comments: Inlet and Outlet Pipe Condition Drain Down Pipe Condition Discharge Chamber Condition Drain Down Media Condition Plant Condition Media Filter Condition Long: MW S Sedimentation Basin Total Debris Accumulation Condition of Media 25/50/75/100 will be chan ed @ 75%) Operational Per Manufactures' Specifications (If not, why?) Lat:MW S Catch Basins GPS Coordinates of Insert Manufacturer / Description / Sizing Trash Accumulation Foliage Accumulation Sediment Accumulation Type of Inspection Routine Follow Up Complaint Storm Storm Event in Last 72-hours? No Yes Office personnel to complete section to the left. Project Address Pro ect Name Cleaning and Maintenance Report Modular Wetlands LinearENGINEERED SOLUTIONS SUPPORT DRAWINGS AND SPECIFICATIONS ARE AVAILABLE AT WWW.CONTECHES.COM © 2023 CONTECH ENGINEERED SOLUTIONS LLC, A QUIKRETE COMPANY 800-338-1122 WWW.CONTECHES.COM ALL RIGHTS RESERVED. PRINTED IN THE USA. CONTECH ENGINEERED SOLUTIONS LLC PROVIDES SITE SOLUTIONS FOR THE CIVIL ENGINEERING INDUSTRY. CONTECH’S PORTFOLIO INCLUDES BRIDGES, DRAINAGE, SANITARY SEWER, STORMWATER AND EARTH STABILIZATION PRODUCTS. FOR INFORMATION ON OTHER CONTECH DIVISION OFFERINGS, VISIT CONTECHES.COM OR CALL 800-338-1122. Modular Wetlands Maintenance Guide 1/2023 NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY. APPLICATIONS SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS AND DECISIONS, AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY APPLICATION. CONTECH MAKES NO WARRANTY WHATSOEVER, EXPRESS OR IMPLIED, RELATED TO THE APPLICATIONS, MATERIALS, COATINGS, OR PRODUCTS DISCUSSED HEREIN. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND ALL IMPLIED WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE ARE DISCLAIMED BY CONTECH. SEE CONTECH’S CONDITIONS OF SALE (AVAILABLE AT WWW.CONTECHES.COM/COS) FOR MORE INFORMATION. ENGINEERED SOLUTIONS Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 1 of 10 Industrial and Commercial www.casqa.org Description Non-stormwater discharges (NSWDs) are flows that do not consist entirely of stormwater. Some non-stormwater discharges do not include pollutants and may be discharged to the storm drain if local regulations allow. These include uncontaminated groundwater and natural springs. There are also some non- stormwater discharges that typically do not contain pollutants and may be discharged to the storm drain with conditions. These include: potable water sources, fire hydrant flushing, air conditioner condensate, landscape irrigation drainage and landscape watering, emergency firefighting, etc. as discussed in Section 2. However there are certain non-stormwater discharges that pose an environmental concern. These discharges may originate from illegal dumping of industrial material or wastes and illegal connections such as internal floor drains, appliances, industrial processes, sinks, and toilets that are illegally connected to the nearby storm drainage system through on-site drainage and piping. These unauthorized discharges (examples of which may include: process waste waters, cooling waters, wash waters, and sanitary wastewater) can carry substances such as paint, oil, fuel and other automotive fluids, chemicals and other pollutants into storm drains. Non-stormwater discharges will need to be addressed through a combination of detection and elimination. The ultimate goal is to effectively eliminate unauthorized non-stormwater discharges to the stormwater drainage system through implementation of measures to detect, correct, and enforce against illicit connections and illegal discharges of Objectives  Cover  Contain  Educate  Reduce/Minimize  Product Substitution Targeted Constituents Sediment Nutrients  Trash Metals  Bacteria  Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping  Preventative Maintenance Spill and Leak Prevention and Response  Material Handling & Waste Management Erosion and Sediment Controls Employee Training Program  Quality Assurance Record Keeping  Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 2 of 10 Industrial and Commercial www.casqa.org pollutants on streets and into the storm drain system and downstream water bodies. Approach Initially the Discharger must make an assessment of non-stormwater discharges to determine which types must be eliminated or addressed through BMPs. The focus of the following approach is the elimination of unauthorized non-stormwater discharges. See other BMP Fact Sheets for activity-specific pollution prevention procedures. General Pollution Prevention Protocols  Implement waste management controls described in SC-34 Waste Handling and Disposal.  Develop clear protocols and lines of communication for effectively prohibiting non- stormwater discharges, especially those that are not classified as hazardous. These are often not responded to as effectively as they need to be.  Stencil or demarcate storm drains, where applicable, to prevent illegal disposal of pollutants. Storm drain inlets should have messages such as “Dump No Waste Drains to Stream” or similar stenciled or demarcated next to them to warn against ignorant or unintentional dumping of pollutants into the storm drainage system.  Manage and control sources of water such as hose bibs, faucets, wash racks, irrigation heads, etc. Identify hoses and faucets in the SWPPP, and post signage for appropriate use. Non-Stormwater Discharge Investigation Protocols Identifying the sources of non-stormwater discharges requires the Discharger to conduct an investigation of the facility at regular intervals. There are several categories of non- stormwater discharges:  Visible, easily identifiable discharges, typically generated as surface runoff, such as uncontained surface runoff from vehicle or equipment washing; and  Non-visible, (e.g., subsurface) discharges into the site drainage system through a variety of pathways that are not obvious. The approach to detecting and eliminating non-stormwater discharges will vary considerably, as discussed below: Visible and identifiable discharges  Conduct routine inspections of the facilities and of each major activity area and identify visible evidence of unauthorized non-stormwater discharges. This may include:  Visual observations of actual discharges occurring; Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 3 of 10 Industrial and Commercial www.casqa.org  Evidence of surface staining, discoloring etc. that indicates that discharges have occurred;  Pools of water in low lying areas when a rain event has not occurred; and  Discussions with operations personnel to understand practices that may lead to unauthorized discharges.  If evidence of non-stormwater discharges is discovered:  Document the location and circumstances using Worksheets 5 and 6 (Section 2 of the manual), including digital photos;  Identify and implement any quick remedy or corrective action (e.g., moving uncovered containers inside or to a proper location); and  Develop a plan to eliminate the discharge. Consult the appropriate activity- specific BMP Fact Sheet for alternative approaches to manage and eliminate the discharge.  Consult the appropriate activity-specific BMP Fact Sheet for alternative approaches to manage and eliminate the discharge. Make sure the facility SWPPP is up-to-date and includes applicable BMPs to address the non-stormwater discharge. Other Illegal Discharges (Non visible) Illicit Connections  Locate discharges from the industrial storm drainage system to the municipal storm drain system through review of “as-built” piping schematics.  Isolate problem areas and plug illicit discharge points.  Locate and evaluate discharges to the storm drain system.  Visual Inspection and Inventory:  Inventory and inspect each discharge point during dry weather.  Keep in mind that drainage from a storm event can continue for a day or two following the end of a storm and groundwater may infiltrate the underground stormwater collection system.  Non-stormwater discharges are often intermittent and may require periodic inspections. Review Infield Piping  A review of the “as-built” piping schematic is a way to determine if there are any connections to the stormwater collection system. Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 4 of 10 Industrial and Commercial www.casqa.org  Inspect the path of loading/unloading area drain inlets and floor drains in older buildings.  Never assume storm drains are connected to the sanitary sewer system. Monitoring for investigation/detection of illegal discharges  If a suspected illegal or unknown discharge is detected, monitoring of the discharge may help identify the content and/or suggest the source. This may be done with a field screening analysis, flow meter measurements, or by collecting a sample for laboratory analysis. Section 5 and Appendix D describe the necessary field equipment and procedures for field investigations.  Investigative monitoring may be conducted over time. For example if, a discharge is intermittent, then monitoring might be conducted to determine the timing of the discharge to determine the source.  Investigative monitoring may be conducted over a spatial area. For example, if a discharge is observed in a pipe, then monitoring might be conducted at accessible upstream locations in order to pinpoint the source of the discharge.  Generally, investigative monitoring requiring collection of samples and submittal for lab analysis requires proper planning and specially trained staff. Smoke Testing Smoke testing of wastewater and stormwater collection systems is used to detect connections between the two piping systems. Smoke testing is generally performed at a downstream location and the smoke is forced upstream using blowers to create positive pressure. The advantage to smoke testing is that it can potentially identify multiple potential discharge sources at once.  Smoke testing uses a harmless, non-toxic smoke cartridges developed specifically for this purpose.  Smoke testing requires specialized equipment (e.g., cartridges, blowers) and is generally only appropriate for specially trained staff.  A Standard Operating Procedure (SOP) for smoke testing is highly desirable. The SOP should address the following elements:  Proper planning and notification of nearby residents and emergency services is necessary since introducing smoke into the system may result in false alarms;  During dry weather, the stormwater collection system is filled with smoke and then traced back to sources; Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 5 of 10 Industrial and Commercial www.casqa.org  Temporary isolation of segments of pipe using sand bags is often needed to force the smoke into leaking pipes; and  The appearance of smoke in a waste vent pipe, at a sewer manhole, or even the base of a toilet indicates that there may be a connection between the sanitary and storm water systems.  Most municipal wastewater agencies will have necessary staff and equipment to conduct smoke testing and they should be contacted if cross connections with the sanitary sewer are suspected. See SC-44 Drainage System Maintenance for more information. Dye Testing  Dye testing is typically performed when there is a suspected specific pollutant source and location (i.e., leaking sanitary sewer) and there is evidence of dry weather flows in the stormwater collection system.  Dye is released at a probable upstream source location, either the facility’s sanitary or process wastewater system. The dye must be released with a sufficient volume of water to flush the system.  Operators then visually examine the downstream discharge points from the stormwater collection system for the presence of the dye.  Dye testing can be performed informally using commercially available products in order to conduct an initial investigation for fairly obvious cross-connections.  More detailed dye testing should be performed by properly trained staff and follow SOPs. Specialized equipment such as fluorometers may be necessary to detect low concentrations of dye.  Most municipal wastewater agencies will have necessary staff and equipment to conduct dye testing and they should be contacted if cross connections with the sanitary sewer are suspected. TV Inspection of Drainage System  Closed Circuit Television (CCTV) can be employed to visually identify illicit connections to the industrial storm drainage system. Two types of CCTV systems are available: (1) a small specially designed camera that can be manually pushed on a stiff cable through storm drains to observe the interior of the piping, or (2) a larger remote operated video camera on treads or wheels that can be guided through storm drains to view the interior of the pipe.  CCTV systems often include a high-pressure water jet and camera on a flexible cable. The water jet cleans debris and biofilm off the inside of pipes so the camera can take video images of the pipe condition. Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 6 of 10 Industrial and Commercial www.casqa.org  CCTV units can detect large cracks and other defects such as offsets in pipe ends caused by root intrusions or shifting substrate.  CCTV can also be used to detect dye introduced into the sanitary sewer.  CCTV inspections require specialized equipment and properly trained staff and are generally best left to specialized contractors or municipal public works staff. Illegal Dumping  Substances illegally dumped on streets and into the storm drain systems and creeks may include paints, used oil and other automotive fluids, construction debris, chemicals, fresh concrete, leaves, grass clippings, and pet wastes. These wastes can cause stormwater and receiving water quality problems as well as clog the storm drain system itself.  Establish a system for tracking incidents. The system should be designed to identify the following:  Illegal dumping hot spots;  Types and quantities (in some cases) of wastes;  Patterns in time of occurrence (time of day/night, month, or year);  Mode of dumping (abandoned containers, “midnight dumping” from moving vehicles, direct dumping of materials, accidents/spills);  An anonymous tip/reporting mechanism; and  Evidence of responsible parties (e.g., tagging, encampments, etc.).  One of the keys to success of reducing or eliminating illegal dumping is increasing the number of people at the facility who are aware of the problem and who have the tools to at least identify the incident, if not correct it. Therefore, train field staff to recognize and report the incidents. Once a site has been cleaned:  Post “No Dumping” signs with a phone number for reporting dumping and disposal.  Landscaping and beautification efforts of hot spots may also discourage future dumping, as well as provide open space and increase property values.  Lighting or barriers may also be needed to discourage future dumping.  See fact sheet SC-11 Spill Prevention, Control, and Cleanup. Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 7 of 10 Industrial and Commercial www.casqa.org Inspection  Regularly inspect and clean up hot spots and other storm drainage areas where illegal dumping and disposal occurs.  Conduct field investigations of the industrial storm drain system for potential sources of non-stormwater discharges.  Pro-actively conduct investigations of high priority areas. Based on historical data, prioritize specific geographic areas and/or incident type for pro-active investigations. Spill and Leak Prevention and Response  On paved surfaces, clean up spills with as little water as possible. Use a rag for small spills, a damp mop for general cleanup, and absorbent material for larger spills. If the spilled material is hazardous, then the used cleanup materials are also hazardous and must be sent to a certified laundry (rags) or disposed of as hazardous waste.  Never hose down or bury dry material spills. Sweep up the material and dispose of properly.  Use adsorbent materials on small spills rather than hosing down the spill. Remove the adsorbent materials promptly and dispose of properly.  For larger spills, a private spill cleanup company or Hazmat team may be necessary.  See SC-11 Spill Prevention Control and Cleanup. Employee Training Program  Training of technical staff in identifying and documenting illegal dumping incidents is required. The frequency of training must be presented in the SWPPP, and depends on site-specific industrial materials and activities.  Consider posting a quick reference table near storm drains to reinforce training.  Train employees to identify non-stormwater discharges and report discharges to the appropriate departments.  Educate employees about spill prevention and cleanup.  Well-trained employees can reduce human errors that lead to accidental releases or spills. The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur. Employees should be familiar with the Spill Prevention Control and Countermeasure Plan. Employees should be able to identify work/jobs with high potential for spills and suggest methods to reduce possibility.  Determine and implement appropriate outreach efforts to reduce non-permissible non-stormwater discharges. Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 8 of 10 Industrial and Commercial www.casqa.org  Conduct spill response drills annually (if no events occurred) in order to evaluate the effectiveness of the plan.  When a responsible party is identified, educate the party on the impacts of his or her actions. Quality Assurance and Record Keeping Performance Evaluation  Annually review internal investigation results; assess whether goals were met and what changes or improvements are necessary.  Obtain feedback from personnel assigned to respond to, or inspect for, illicit connections and illegal dumping incidents.  Develop document and data management procedures.  A database is useful for defining and tracking the magnitude and location of the problem.  Report prohibited non-stormwater discharges observed during the course of normal daily activities so they can be investigated, contained, and cleaned up or eliminated.  Document that non-stormwater discharges have been eliminated by recording tests performed, methods used, dates of testing, and any on-site drainage points observed.  Annually document and report the results of the program.  Maintain documentation of illicit connection and illegal dumping incidents, including significant conditionally exempt discharges that are not properly managed.  Document training activities. Potential Limitations and Work-Arounds Some facilities may have space constraints, limited staffing and time limitations that may preclude implementation of BMPs. Provided below are typical limitations and recommended “work-arounds.”  Many facilities do not have accurate, up-to-date ‘as-built’ plans or drawings which may be necessary in order to conduct non-stormwater discharge assessments.  Online tools such as Google Earth™ can provide an aerial view of the facility and may be useful in understanding drainage patterns and potential sources of non- stormwater discharges  Local municipal jurisdictions may have useful drainage systems maps. Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 9 of 10 Industrial and Commercial www.casqa.org  Video surveillance cameras are commonly used to secure the perimeter of industrial facilities against break-ins and theft. These surveillance systems may also be useful for capturing illegal dumping activities. Minor, temporary adjustments to the field of view of existing surveillance camera systems to target known or suspected problem areas may be a cost-effective way of capturing illegal dumping activities and identifying the perpetrators. Potential Capital Facility Costs and Operation & Maintenance Requirements Facilities  Capital facility cost requirements may be minimal unless cross-connections to storm drains are detected.  Indoor floor drains may require re-plumbing if cross-connections are detected.  Leaky sanitary sewers will require repair or replacement which can have significant costs depending on the size and industrial activity at the facility. Maintenance (including administrative and staffing)  The primary effort is for staff time and depends on how aggressively a program is implemented.  Costs for containment, and disposal of any leak or discharge is borne by the Discharger.  Illicit connections can be difficult to locate especially if there is groundwater infiltration.  Illegal dumping and illicit connection violations requires technical staff to detect and investigate them. Supplemental Information Permit Requirements The IGP authorizes certain Non-Storm Water Discharges (NSWDs) provided BMPs are included in the SWPPP and implemented to:  Reduce or prevent the contact of authorized NSWDs with materials or equipment that are potential sources of pollutants;  Reduce, to the extent practicable, the flow or volume of authorized NSWDs;  Ensure that authorized NSWDs do not contain quantities of pollutants that cause or contribute to an exceedance of a water quality standards (WQS); and, Non-Stormwater Discharges SC-10 September 2014 California Stormwater BMP Handbook 10 of 10 Industrial and Commercial www.casqa.org  Reduce or prevent discharges of pollutants in authorized NSWDs in a manner that reflects best industry practice considering technological availability and economic practicability and achievability.” References and Resources Center for Watershed Protection, 2004. Illicit Discharge Detection and Elimination: A Guidance Manual for Program Development and Technical Assessments, EPA Cooperative Agreement X-82907801-0. Dublin San Ramon Sanitation District. http://www.dsrsd.com/wwrw/smoketest.html. Orange County Stormwater Program, Best Management Practices for Industrial/Commercial Business Activities. Available online at: http://ocwatersheds.com/documents/bmp/industrialcommercialbusinessesactivities. Sacramento Stormwater Management Program, Best Management Practices for Industrial Storm Water Pollution Control, Available online at: http://www.msa.saccounty.net/sactostormwater/documents/guides/industrial-BMP- manual.pdf. Santa Clara Valley Urban Runoff Pollution Prevention Program. http://www.scvurppp.org. Southern California Coastal Water Research Project, 2013. The California Microbial Source Identification Manual: A Tiered Approach to Identifying Fecal Pollution Sources to Beaches, Technical Report 804. The Storm Water Managers Resource Center, http://www.stormwatercenter.net/. US EPA. National Pollutant Discharge Elimination System. Available online at: http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=factsheet_res ults&view=specific&bmp=111. WEF Press Alexandria, Virginia, 2009.Existing Sewer Evaluation and Rehabilitation: WEF Manual of Practice No. FD-6 ASCE/EWRI Manuals and Reports on Engineering Practice No. 62, Third Edition. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 1 of 10 Industrial and Commercial www.casqa.org Description Many activities that occur at an industrial or commercial site have the potential to cause accidental spills. Preparation for accidental spills, with proper training and reporting systems implemented, can minimize the discharge of pollutants to the environment. Spills and leaks are one of the largest contributors of stormwater pollutants. Spill prevention and control plans are applicable to any site at which hazardous materials are stored or used. An effective plan should have spill prevention and response procedures that identify hazardous material storage areas, specify material handling procedures, describe spill response procedures, and provide locations of spill clean-up equipment and materials. The plan should take steps to identify and characterize potential spills, eliminate and reduce spill potential, respond to spills when they occur in an effort to prevent pollutants from entering the stormwater drainage system, and train personnel to prevent and control future spills. An adequate supply of spill clean- up materials must be maintained onsite. Approach General Pollution Prevention Protocols  Develop procedures to prevent/mitigate spills to storm drain systems.  Develop and standardize reporting procedures, containment, storage, and disposal activities, documentation, and follow-up procedures.  Establish procedures and/or controls to minimize spills and leaks. The procedures should address:  Description of the facility, owner and address, activities, chemicals, and quantities present; Objectives  Cover  Contain  Educate  Reduce/Minimize  Product Substitution Targeted Constituents Sediment Nutrients Trash Metals  Bacteria Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping Preventative Maintenance Spill and Leak Prevention and Response  Material Handling & Waste Management Erosion and Sediment Controls Employee Training Program  Quality Assurance Record Keeping  Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 2 of 10 Industrial and Commercial www.casqa.org  Facility map of the locations of industrial materials;  Notification and evacuation procedures;  Cleanup instructions;  Identification of responsible departments; and  Identify key spill response personnel.  Recycle, reclaim, or reuse materials whenever possible. This will reduce the amount of process materials that are brought into the facility. Spill and Leak Prevention and Response Spill Prevention  Develop procedures to prevent/mitigate spills to storm drain systems. Develop and standardize reporting procedures, containment, storage, and disposal activities, documentation, and follow-up procedures.  If illegal dumping is observed at the facility:  Post “No Dumping” signs with a phone number for reporting illegal dumping and disposal. Signs should also indicate fines and penalties applicable for illegal dumping.  Landscaping and beautification efforts may also discourage illegal dumping.  Bright lighting and/or entrance barriers may also be needed to discourage illegal dumping.  Store and contain liquid materials in such a manner that if the container is ruptured, the contents will not discharge, flow, or be washed into the storm drainage system, surface waters, or groundwater.  If the liquid is oil, gas, or other material that separates from and floats on water, install a spill control device (such as a tee section) in the catch basins that collects runoff from the storage tank area. Preventative Maintenance  Place drip pans or absorbent materials beneath all mounted taps, and at all potential drip and spill locations during filling and unloading of tanks. Any collected liquids or soiled absorbent materials must be reused/recycled or properly disposed.  Store and maintain appropriate spill cleanup materials in a location known to all near the tank storage area; and ensure that employees are familiar with the site’s spill control plan and/or proper spill cleanup procedures. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 3 of 10 Industrial and Commercial www.casqa.org  Sweep and clean the storage area monthly if it is paved, do not hose down the area to a storm drain.  Check tanks (and any containment sumps) daily for leaks and spills. Replace tanks that are leaking, corroded, or otherwise deteriorating with tanks in good condition. Collect all spilled liquids and properly dispose of them.  Label all containers according to their contents (e.g., solvent, gasoline).  Label hazardous substances regarding the potential hazard (corrosive, radioactive, flammable, explosive, poisonous).  Prominently display required labels on transported hazardous and toxic materials (per US DOT regulations).  Identify key spill response personnel. Spill Response  Clean up leaks and spills immediately.  Place a stockpile of spill cleanup materials where it will be readily accessible (e.g., near storage and maintenance areas).  On paved surfaces, clean up spills with as little water as possible.  Use a rag for small spills, a damp mop for general cleanup, and absorbent material for larger spills.  If the spilled material is hazardous, then the used cleanup materials are also hazardous and must be sent to a certified laundry (rags) or disposed of as hazardous waste.  If possible use physical methods for the cleanup of dry chemicals (e.g., brooms, shovels, sweepers, or vacuums).  Never hose down or bury dry material spills. Sweep up the material and dispose of properly.  Chemical cleanups of material can be achieved with the use of adsorbents, gels, and foams. Use adsorbent materials on small spills rather than hosing down the spill. Remove the adsorbent materials promptly and dispose of properly.  For larger spills, a private spill cleanup company or Hazmat team may be necessary. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 4 of 10 Industrial and Commercial www.casqa.org Reporting  Report spills that pose an immediate threat to human health or the environment to the Regional Water Quality Control Board or local authority as location regulations dictate.  Federal regulations require that any oil spill into a water body or onto an adjoining shoreline be reported to the National Response Center (NRC) at 800-424-8802 (24 hour).  Report spills to 911 for dispatch and clean-up assistance when needed. Do not contact fire agencies directly.  Establish a system for tracking incidents. The system should be designed to identify the following:  Types and quantities (in some cases) of wastes;  Patterns in time of occurrence (time of day/night, month, or year);  Mode of dumping (abandoned containers, “midnight dumping” from moving vehicles, direct dumping of materials, accidents/spills);  Clean-up procedures; and  Responsible parties. Employee Training Program  Educate employees about spill prevention and cleanup.  Well-trained employees can reduce human errors that lead to accidental releases or spills:  The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur; and  Employees should be familiar with the Spill Prevention Control and Countermeasure Plan.  Employees should be educated about aboveground storage tank requirements. Employees responsible for aboveground storage tanks and liquid transfers should be thoroughly familiar with the Spill Prevention Control and Countermeasure Plan and the plan should be readily available.  Train employees to recognize and report illegal dumping incidents. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 5 of 10 Industrial and Commercial www.casqa.org Other Considerations (Limitations and Regulations)  State regulations exist for facilities with a storage capacity of 10,000 gallons or more of petroleum to prepare a Spill Prevention Control and Countermeasure (SPCC) Plan (Health & Safety Code Chapter 6.67).  State regulations also exist for storage of hazardous materials (Health & Safety Code Chapter 6.95), including the preparation of area and business plans for emergency response to the releases or threatened releases.  Consider requiring smaller secondary containment areas (less than 200 sq. ft.) to be connected to the sanitary sewer, prohibiting any hard connections to the storm drain. Requirements Costs (including capital and operation & maintenance)  Will vary depending on the size of the facility and the necessary controls.  Prevention of leaks and spills is inexpensive. Treatment and/or disposal of contaminated soil or water can be quite expensive. Maintenance (including administrative and staffing)  Develop spill prevention and control plan, provide and document training, conduct inspections of material storage areas, and supply spill kits.  Extra time is needed to properly handle and dispose of spills, which results in increased labor costs. Supplemental Information Further Detail of the BMP Reporting Record keeping and internal reporting represent good operating practices because they can increase the efficiency of the facility and the effectiveness of BMPs. A good record keeping system helps the facility minimize incident recurrence, correctly respond with appropriate cleanup activities, and comply with legal requirements. A record keeping and reporting system should be set up for documenting spills, leaks, and other discharges, including discharges of hazardous substances in reportable quantities. Incident records describe the quality and quantity of non-stormwater discharges to the storm sewer. These records should contain the following information:  Date and time of the incident;  Weather conditions;  Duration of the spill/leak/discharge; Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 6 of 10 Industrial and Commercial www.casqa.org  Cause of the spill/leak/discharge;  Response procedures implemented;  Persons notified; and  Environmental problems associated with the spill/leak/discharge. Separate record keeping systems should be established to document housekeeping and preventive maintenance inspections, and training activities. All housekeeping and preventive maintenance inspections should be documented. Inspection documentation should contain the following information:  Date and time the inspection was performed;  Name of the inspector;  Items inspected;  Problems noted;  Corrective action required; and  Date corrective action was taken. Other means to document and record inspection results are field notes, timed and dated photographs, videotapes, and drawings and maps. Aboveground Tank Leak and Spill Control Accidental releases of materials from aboveground liquid storage tanks present the potential for contaminating stormwater with many different pollutants. Materials spilled, leaked, or lost from tanks may accumulate in soils or on impervious surfaces and be carried away by stormwater runoff. The most common causes of unintentional releases are:  Installation problems;  Failure of piping systems (pipes, pumps, flanges, couplings, hoses, and valves);  External corrosion and structural failure;  Spills and overfills due to operator error; and  Leaks during pumping of liquids or gases from truck or rail car to a storage tank or vice versa. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 7 of 10 Industrial and Commercial www.casqa.org Storage of reactive, ignitable, or flammable liquids should comply with the Uniform Fire Code and the National Electric Code. Practices listed below should be employed to enhance the code requirements:  Tanks should be placed in a designated area.  Tanks located in areas where firearms are discharged should be encapsulated in concrete or the equivalent.  Designated areas should be impervious and paved with Portland cement concrete, free of cracks and gaps, in order to contain leaks and spills.  Liquid materials should be stored in UL approved double walled tanks or surrounded by a curb or dike to provide the volume to contain 10 percent of the volume of all of the containers or 110 percent of the volume of the largest container, whichever is greater. The area inside the curb should slope to a drain.  For used oil or dangerous waste, a dead-end sump should be installed in the drain.  All other liquids should be drained to the sanitary sewer if available. The drain must have a positive control such as a lock, valve, or plug to prevent release of contaminated liquids.  Accumulated stormwater in petroleum storage areas should be passed through an oil/water separator. Maintenance is critical to preventing leaks and spills. Conduct routine inspections and:  Check for external corrosion and structural failure.  Check for spills and overfills due to operator error.  Check for failure of piping system (pipes, pumps, flanges, coupling, hoses, and valves).  Check for leaks or spills during pumping of liquids or gases from truck or rail car to a storage facility or vice versa.  Visually inspect new tank or container installation for loose fittings, poor welding, and improper or poorly fitted gaskets.  Inspect tank foundations, connections, coatings, and tank walls and piping system. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank or container system.  Frequently relocate accumulated stormwater during the wet season. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 8 of 10 Industrial and Commercial www.casqa.org  Periodically conduct integrity testing by a qualified professional. Vehicle Leak and Spill Control Major spills on roadways and other public areas are generally handled by highly trained Hazmat teams from local fire departments or environmental health departments. The measures listed below pertain to leaks and smaller spills at vehicle maintenance shops. In addition to implementing the spill prevention, control, and clean up practices above, use the following measures related to specific activities: Vehicle and Equipment Maintenance  Perform all vehicle fluid removal or changing inside or under cover to prevent the run-on of stormwater and the runoff of spills.  Regularly inspect vehicles and equipment for leaks, and repair immediately.  Check incoming vehicles and equipment (including delivery trucks, and employee and subcontractor vehicles) for leaking oil and fluids. Do not allow leaking vehicles or equipment onsite.  Always use secondary containment, such as a drain pan or drop cloth, to catch spills or leaks when removing or changing fluids.  Immediately drain all fluids from wrecked vehicles.  Store wrecked vehicles or damaged equipment under cover.  Place drip pans or absorbent materials under heavy equipment when not in use.  Use absorbent materials on small spills rather than hosing down the spill.  Remove the adsorbent materials promptly and dispose of properly.  Promptly transfer used fluids to the proper waste or recycling drums. Don’t leave full drip pans or other open containers lying around.  Oil filters disposed of in trashcans or dumpsters can leak oil and contaminate stormwater. Place the oil filter in a funnel over a waste oil recycling drum to drain excess oil before disposal. Oil filters can also be recycled. Ask your oil supplier or recycler about recycling oil filters.  Store cracked batteries in a non-leaking secondary container. Do this with all cracked batteries, even if you think all the acid has drained out. If you drop a battery, treat it as if it is cracked. Put it into the containment area until you are sure it is not leaking. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 9 of 10 Industrial and Commercial www.casqa.org Vehicle and Equipment Fueling  Design the fueling area to prevent the run-on of stormwater and the runoff of spills: Cover fueling area if possible. Use a perimeter drain or slope pavement inward with drainage to a sump. Pave fueling area with concrete rather than asphalt.  If dead-end sump is not used to collect spills, install an oil/water separator.  Install vapor recovery nozzles to help control drips as well as air pollution.  Discourage “topping-off’ of fuel tanks.  Use secondary containment when transferring fuel from the tank truck to the fuel tank.  Use absorbent materials on small spills and general cleaning rather than hosing down the area. Remove the absorbent materials promptly.  Carry out all Federal and State requirements regarding underground storage tanks, or install above ground tanks.  Do not use mobile fueling of mobile industrial equipment around the facility; rather, transport the equipment to designated fueling areas.  Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date.  Train employees in proper fueling and cleanup procedures. Industrial Spill Prevention Response For the purposes of developing a spill prevention and response program to meet the stormwater regulations, facility managers should use information provided in this fact sheet and the spill prevention/response portions of the fact sheets in this handbook, for specific activities. The program should:  Integrate with existing emergency response/hazardous materials programs (e.g., Fire Department).  Develop procedures to prevent/mitigate spills to storm drain systems.  Identify responsible departments. Spill Prevention, Control & Cleanup SC-11 September 2014 California Stormwater BMP Handbook 10 of 10 Industrial and Commercial www.casqa.org  Develop and standardize reporting procedures, containment, storage, and disposal activities, documentation, and follow-up procedures.  Address spills at municipal facilities, as well as public areas.  Provide training concerning spill prevention, response and cleanup to all appropriate personnel. References and Resources California’s Nonpoint Source Program Plan. http://www.swrcb.ca.gov/nps/index.html. Clark County Storm Water Pollution Control Manual. Available online at: http://www.co.clark.wa.us/pubworks/bmpman.pdf. King County Storm Water Pollution Control Manual. Available online at: http://dnr.metrokc.gov/wlr/dss/spcm.htm. Orange County Stormwater Program, Best Management Practices for Industrial/Commercial Business Activities. Available online at: http://ocwatersheds.com/documents/bmp/industrialcommercialbusinessesactivities Santa Clara Valley Urban Runoff Pollution Prevention Program. http://www.scvurppp.org. The Stormwater Managers Resource Center. http://www.stormwatercenter.net/. Outdoor Equipment Operations SC-32 September 2014 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.casqa.org Description Outside process equipment operations and maintenance can contaminate stormwater runoff. Activities, such as grinding, painting, coating, sanding, degreasing or parts cleaning, landfills and waste piles, and solid waste treatment and disposal are examples of process operations that can lead to contamination of stormwater runoff. The targeted constituents will vary for each site depending on the operation being performed. Approach Implement source control BMPs to limit exposure of outdoor equipment to direct precipitation and stormwater run-on. Refer to SC-22 Vehicle and Equipment Repair for additional information. General Pollution Prevention Protocols  Perform the activity during dry periods whenever possible.  Install secondary containment measures where leaks and spills may occur.  Use non-toxic chemicals for maintenance and minimize or eliminate the use of solvents.  Connect process equipment area to public sanitary sewer or facility wastewater treatment system when possible. Some jurisdictions require that secondary containment areas be connected to the sanitary sewer, prohibiting any hard connections to the storm drain. Good Housekeeping  Manage materials and waste properly (see Material Handling and Waste Management) to reduce adverse impacts on stormwater quality. Objectives  Cover  Contain  Educate  Reduce/Minimize Targeted Constituents Sediment  Nutrients  Trash  Metals  Bacteria  Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping  Preventative Maintenance  Spill and Leak Prevention and Response  Material Handling & Waste Management  Erosion and Sediment Controls Employee Training Program  Quality Assurance Record Keeping  Outdoor Equipment Operations SC-32 September 2014 California Stormwater BMP Handbook 2 of 5 Industrial and Commercial www.casqa.org  Cover the work area with a permanent roof if possible.  Use drop cloths for sanding and painting operations.  Use a vacuum for fine particle clean-up in pavement cracks and crevices.  Minimize contact of stormwater with outside process equipment operations through berming and drainage routing (run-on prevention).  "Spot clean" leaks and drips routinely. Leaks are not cleaned up until the absorbent is picked up and disposed of properly.  Paint signs on storm drain inlets to indicate that they are not to receive liquid or solid wastes.  Use roll down or permanent walls when windy/breezy to prevent wind transport of particulates/pollutants. Preventative Maintenance  Design outdoor equipment areas to prevent stormwater runoff and spills. Use a perimeter drain or slope pavement inward with drainage to sump.  Dry clean the work area regularly. Do not wash outdoor equipment with water if there is a direct connection to the storm drain.  Pave area with concrete rather than asphalt.  Inspect outdoor equipment regularly for leaks or spills. Also check for structural failure, spills and overfills due to operator error, and/or failure of piping system.  Inspect and clean, if necessary, storm drain inlets and catch basins within the outdoor equipment area before October 1 each year. Spill Response and Prevention Procedures  Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date.  Have employees trained in emergency spill cleanup procedures present when dangerous waste, liquid chemicals, or other wastes are delivered.  Place a stockpile of spill cleanup materials where it will be readily accessible.  Prevent operator errors by using engineering safe guards and thus reducing accidental releases of pollutant. Material Handling and Waste Management Outdoor Equipment Operations SC-32 September 2014 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.casqa.org  Do not pour liquid wastes into floor drains, sinks, outdoor storm drain inlets, or other storm drain or sewer connections.  Collect leaking or dripping fluids in drip pans or containers. Fluids are easier to recycle if kept separate.  Promptly transfer used fluids to the proper waste or recycling drums. Do not leave drip pans or other open containers lying around.  Minimize the possibility of stormwater pollution from outside waste receptacles by doing at least one of the following:  Use only watertight waste receptacle(s) and keep the lid(s) closed.  Grade and pave the waste receptacle area to prevent run-on of stormwater.  Install a roof over the waste receptacle area. Employee Training Program  Educate employees about pollution prevention measures and goals.  Train employees on proper equipment operation and maintenance procedures.  Train all employees upon hiring and annually thereafter on proper methods for handling and disposing of waste. Ensure that all employees understand stormwater discharge prohibitions, wastewater discharge requirements, and these best management practices.  Use a training log or similar method to document training.  Ensure that employees are familiar with the site’s spill control plan and/or proper spill cleanup procedures. Quality Assurance and Record Keeping  Keep accurate maintenance logs that document minimum BMP activities performed for outdoor equipment, types and quantities of materials removed and disposed of, and any improvement actions.  Keep accurate logs of spill response actions that document what was spilled, how it was cleaned up, and how the waste was disposed.  Establish procedures to complete logs and file them in the central office. Potential Limitations and Work-Arounds Some facilities may have space constraints, limited staffing and time limitations that may preclude implementation of BMPs. Provided below are typical limitations and recommended “work-arounds.” Outdoor Equipment Operations SC-32 September 2014 California Stormwater BMP Handbook 4 of 5 Industrial and Commercial www.casqa.org  Providing cover over outdoor equipment may be impractical or cost-prohibitive.  Operate outdoor equipment only during periods of dry weather.  Regular operations and time limitations may require outdoor activities during wet weather.  Designate specific areas for outdoor activities.  Allow time for work area clean-up after each shift.  Require employees to understand and follow preventive maintenance and spill and leak prevention BMPs.  Design and install secondary containment and good housekeeping BMPs for outdoor equipment area.  Storage sheds often must meet building and fire code requirements. Potential Capital Facility Costs and Operation & Maintenance Requirements Facilities  Many facilities will already have indoor covered areas where vehicle and equipment repairs take place and will require no additional capital expenditures.  If outdoor activities are required, construction of berms or other means to retain spills and leaks may require appropriate constructed systems for containment. These containment areas may require significant new capital investment.  Capital investments will likely be required at some sites if adequate cover and containment facilities do not exist and can vary significantly depending upon site conditions. Maintenance  Most of the operations and maintenance activities associated with implementing this BMP are integrally linked to routine operations as previously described. Therefore additional O&M is not required.  For facilities responsible for pre-treating their wastewater prior to discharging, the proper functioning of structural treatment system is an important maintenance consideration.  Routine cleanout of oil and grease is required for the devices to maintain their effectiveness, usually at least once a month. During periods of heavy rainfall, cleanout is required more often to ensure pollutants are not washed through the trap. Sediment removal is also required on a regular basis to keep the device working efficiently. Outdoor Equipment Operations SC-32 September 2014 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.casqa.org References and Resources Minnesota Pollution Control Agency. Industrial Stormwater Best Management Practices Guidebook BMP 26 Fueling and Liquid Loading/Unloading Operations. Available online at: http://www.pca.state.mn.us/index.php/view- document.html?gid=10557. New Jersey Department of Environmental Protection, 2013. Basic Industrial Stormwater General Permit Guidance Document NJPDES General Permit No NJ0088315. Available online at: http://www.nj.gov/dep/dwq/pdf/5G2_guidance_color.pdf. Orange County Stormwater Program, Best Management Practices for Industrial/Commercial Business Activities. Available online at: http://ocwatersheds.com/documents/bmp/industrialcommercialbusinessesactivities. Oregon Department of Environmental Quality, Industrial Stormwater Best Management Practices Manual- BMP 26 Fueling and Liquid Loading/Unloading Operations, February 2013. Available online at: http://www.deq.state.or.us/wq/wqpermit/docs/IndBMP021413.pdf. Sacramento Stormwater Management Program. Best Management Practices for Industrial Storm Water Pollution Control. Available online at: http://www.msa.saccounty.net/sactostormwater/documents/guides/industrial-BMP- manual.pdf. Sacramento County Environmental Management Stormwater Program: Best Management Practices. Available online at: http://www.emd.saccounty.net/EnvHealth/Stormwater/Stormwater-BMPs.html. Santa Clara Valley Urban Runoff Pollution Prevention Program. http://www.scvurppp- w2k.com/ US EPA. National Pollutant Discharge Elimination System – Industrial Fact Sheet Series for Activities Covered by EPA’s Multi Sector General Permit. Available online at: http://cfpub.epa.gov/npdes/stormwater/swsectors.cfm. Waste Handling & Disposal SC-34 September 2014 California Stormwater BMP Handbook 1 of 6 Industrial and Commercial www.casqa.org Description Improper storage and handling of solid wastes can allow toxic compounds, oils and greases, heavy metals, nutrients, suspended solids, and other pollutants to enter stormwater runoff. The discharge of pollutants to stormwater from waste handling and disposal can be prevented and reduced by tracking waste generation, storage, and disposal; reducing waste generation and disposal through source reduction, reuse, and recycling; and preventing run-on and runoff. Approach Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. General Pollution Prevention Protocols  Accomplish reduction in the amount of waste generated using the following source controls:  Production planning and sequencing;  Process or equipment modification;  Raw material substitution or elimination;  Loss prevention and housekeeping;  Waste segregation and separation; and  Close loop recycling.  Establish a material tracking system to increase awareness about material usage. This may reduce spills and minimize contamination, thus reducing the amount of waste produced.  Recycle materials whenever possible. Objectives  Cover  Contain  Educate  Reduce/Minimize  Product Substitution Targeted Constituents Sediment Nutrients Trash Metals  Bacteria  Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping  Preventative Maintenance  Spill and Leak Prevention and Response  Material Handling & Waste Management  Erosion and Sediment Controls  Employee Training Program  Quality Assurance Record Keeping   Waste Handling & Disposal SC-34 September 2014 California Stormwater BMP Handbook 2 of 6 Industrial and Commercial www.casqa.org  Use the entire product before disposing of the container.  To the extent possible, store wastes under cover or indoors after ensuring all safety concerns such as fire hazard and ventilation are addressed.  Provide containers for each waste stream at each work station. Allow time after shift to clean area. Good Housekeeping  Cover storage containers with leak proof lids or some other means. If waste is not in containers, cover all waste piles (plastic tarps are acceptable coverage) and prevent stormwater run-on and runoff with a berm. The waste containers or piles must be covered except when in use.  Use drip pans or absorbent materials whenever grease containers are emptied by vacuum trucks or other means. Grease cannot be left on the ground. Collected grease must be properly disposed of as garbage.  Dispose of rinse and wash water from cleaning waste containers into a sanitary sewer if allowed by the local sewer authority. Do not discharge wash water to the street or storm drain. Clean in a designated wash area that drains to a clarifier.  Transfer waste from damaged containers into safe containers.  Take special care when loading or unloading wastes to minimize losses. Loading systems can be used to minimize spills and fugitive emission losses such as dust or mist. Vacuum transfer systems can minimize waste loss.  Keep the waste management area clean at all times by sweeping and cleaning up spills immediately.  Use dry methods when possible (e.g., sweeping, use of absorbents) when cleaning around restaurant/food handling dumpster areas. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer.  Stencil or demarcate storm drains on the facility’s property with prohibitive message regarding waste disposal.  Cover waste piles with temporary covering material such as reinforced tarpaulin, polyethylene, polyurethane, polypropylene or hypalon.  If possible, move the activity indoor after ensuring all safety concerns such as fire hazard and ventilation are addressed. Preventative Maintenance  Prevent stormwater run-on from entering the waste management area by enclosing the area or building a berm around the area.  Prevent waste materials from directly contacting rain. Waste Handling & Disposal SC-34 September 2014 California Stormwater BMP Handbook 3 of 6 Industrial and Commercial www.casqa.org  Cover waste piles with temporary covering material such as reinforced tarpaulin, polyethylene, polyurethane, polypropylene or hypalon.  Cover the area with a permanent roof if feasible.  Cover dumpsters to prevent rain from washing waste out of holes or cracks in the bottom of the dumpster.  Check waste containers weekly for leaks and to ensure that lids are on tightly. Replace any that are leaking, corroded, or otherwise deteriorating.  Sweep and clean the waste management area regularly. Use dry methods when possible (e.g., sweeping, vacuuming, use of absorbents) when cleaning around restaurant/food handling dumpster areas. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer.  Inspect and replace faulty pumps or hoses regularly to minimize the potential of releases and spills.  Repair leaking equipment including valves, lines, seals, or pumps promptly. Spill Response and Prevention Procedures  Keep your spill prevention and plan up-to-date.  Have an emergency plan, equipment and trained personnel ready at all times to deal immediately with major spills.  Collect all spilled liquids and properly dispose of them.  Store and maintain appropriate spill cleanup materials in a location known to all near the designated wash area.  Ensure that vehicles transporting waste have spill prevention equipment that can prevent spills during transport. Spill prevention equipment includes:  Vehicles equipped with baffles for liquid waste; and  Trucks with sealed gates and spill guards for solid waste. Material Handling and Waste Management Litter Control  Post “No Littering” signs and enforce anti-litter laws.  Provide a sufficient number of litter receptacles for the facility.  Clean out and cover litter receptacles frequently to prevent spillage. Waste Collection  Keep waste collection areas clean. Waste Handling & Disposal SC-34 September 2014 California Stormwater BMP Handbook 4 of 6 Industrial and Commercial www.casqa.org  Inspect solid waste containers for structural damage regularly. Repair or replace damaged containers as necessary.  Secure solid waste containers; containers must be closed tightly when not in use.  Do not fill waste containers with washout water or any other liquid.  Ensure that only appropriate solid wastes are added to the solid waste container. Certain wastes such as hazardous wastes, appliances, fluorescent lamps, pesticides, etc., may not be disposed of in solid waste containers (see chemical/ hazardous waste collection section below).  Do not mix wastes; this can cause chemical reactions, make recycling impossible, and complicate disposal. Affix labels to all waste containers. Chemical/Hazardous Wastes  Select designated hazardous waste collection areas on-site.  Store hazardous materials and wastes in covered containers and protect them from vandalism.  Place hazardous waste containers in secondary containment.  Make sure that hazardous waste is collected, removed, and disposed of only at authorized disposal areas.  Hazardous waste cannot be reused or recycled; it must be disposed of by a licensed hazardous waste hauler. Employee Training Program  Educate employees about pollution prevention measures and goals.  Train employees how to properly handle and dispose of waste using the source control BMPs described above.  Train employees and subcontractors in proper hazardous waste management.  Use a training log or similar method to document training.  Ensure that employees are familiar with the site’s spill control plan and/or proper spill cleanup procedures. Quality Assurance and Record Keeping  Keep accurate maintenance logs that document minimum BMP activities performed for waste handling and disposal, types and quantities of waste disposed of, and any improvement actions.  Keep accurate logs of spill response actions that document what was spilled, how it was cleaned up, and how the waste was disposed. Waste Handling & Disposal SC-34 September 2014 California Stormwater BMP Handbook 5 of 6 Industrial and Commercial www.casqa.org  Establish procedures to complete logs and file them in the central office. Potential Capital Facility Costs and Operation & Maintenance Requirements Facilities  Capital costs will vary substantially depending on the size of the facility and the types of waste handled. Significant capital costs may be associated with reducing wastes by modifying processes or implementing closed-loop recycling.  Many facilities will already have indoor covered areas where waste materials will be stored and will require no additional capital expenditures for providing cover.  If outdoor storage of wastes is required, construction of berms or other means to prevent stormwater run-on and runoff may require appropriate constructed systems for containment.  Capital investments will likely be required at some sites if adequate cover and containment facilities do not exist and can vary significantly depending upon site conditions. Maintenance  Check waste containers weekly for leaks and to ensure that lids are on tightly. Replace any that are leaking, corroded, or otherwise deteriorating.  Sweep and clean the waste management area regularly. Use dry methods when possible (e.g., sweeping, use of absorbents) when cleaning around restaurant/food handling dumpster areas. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer.  Inspect and replace faulty pumps or hoses regularly to minimize the potential of releases and spills.  Repair leaking equipment including valves, lines, seals, or pumps promptly. References and Resources Minnesota Pollution Control Agency, Industrial Stormwater Best Management Practices Guidebook. Available online at: http://www.pca.state.mn.us/index.php/view- document.html?gid=10557. New Jersey Department of Environmental Protection, 2013. Basic Industrial Stormwater General Permit Guidance Document NJPDES General Permit No NJ0088315, Revised. Available online at: http://www.nj.gov/dep/dwq/pdf/5G2_guidance_color.pdf. Orange County Stormwater Program, Best Management Practices for Industrial/Commercial Business Activities. Available online at: http://ocwatersheds.com/documents/bmp/industrialcommercialbusinessesactivities Waste Handling & Disposal SC-34 September 2014 California Stormwater BMP Handbook 6 of 6 Industrial and Commercial www.casqa.org Oregon Department of Environmental Quality, 2013. Industrial Stormwater Best Management Practices Manual- BMP 26 Fueling and Liquid Loading/Unloading Operations. Available online at: http://www.deq.state.or.us/wq/wqpermit/docs/IndBMP021413.pdf. Sacramento Stormwater Management Program. Best Management Practices for Industrial Storm Water Pollution Control. Available online at: http://www.msa.saccounty.net/sactostormwater/documents/guides/industrial-BMP- manual.pdf. Sacramento County Environmental Management Stormwater Program: Best Management Practices. Available online at: http://www.emd.saccounty.net/EnvHealth/Stormwater/Stormwater-BMPs.html. Santa Clara Valley Urban Runoff Pollution Prevention Program. http://www.scvurppp- w2k.com/ US EPA. National Pollutant Discharge Elimination System – Industrial Fact Sheet Series for Activities Covered by EPA’s Multi Sector General Permit. Available online at: http://cfpub.epa.gov/npdes/stormwater/swsectors.cfm. Safer Alternative Products SC-35 September 2014 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.casqa.org Description Promote the use of less harmful products and products that contain little or no TMDL and 303(d) list pollutants. Alternatives exist for most product classes including chemical fertilizers, pesticides, cleaning solutions, janitorial chemicals, automotive and paint products, and consumables (batteries, fluorescent lamps). Approach Pattern a new program after the many established programs around the state and country. Integrate this best management practice as much as possible with existing programs at your facility. Develop a comprehensive program based on:  The “Precautionary Principle,” which is an alternative to the "Risk Assessment" model that says it's acceptable to use a potentially harmful product until physical evidence of its harmful effects are established and deemed too costly from an environmental or public health perspective. For instance, a risk assessment approach might say it's acceptable to use a pesticide until there is direct proof of an environmental impact. The Precautionary Principle approach is used to evaluate whether a given product is safe, whether it is really necessary, and whether alternative products would perform just as well.  Environmentally Preferable Purchasing Program to minimize the purchase of products containing hazardous ingredients used in the facility's custodial services, fleet maintenance, and facility maintenance in favor of using alternate products that pose less risk to employees and to the environment.  Integrated Pest Management (IPM) or Less- Toxic Pesticide Program, which uses a pest management approach that minimizes the use of toxic chemicals and gets rid of pests Objectives  Educate  Reduce/Minimize  Product Substitution Targeted Constituents Sediment Nutrients  Trash Metals  Bacteria Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping  Preventative Maintenance Spill and Leak Prevention and Response Material Handling & Waste Management Erosion and Sediment Controls Employee Training Program  Quality Assurance Record Keeping Safer Alternative Products SC-35 September 2014 California Stormwater BMP Handbook 2 of 5 Industrial and Commercial www.casqa.org by methods that pose a lower risk to employees, the public, and the environment.  Energy Efficiency Program including no-cost and low-cost energy conservation and efficiency actions that can reduce both energy consumption and electricity bills, along with long-term energy efficiency investments. Consider the following mechanisms for developing and implementing a comprehensive program:  Policies  Procedures  Standard operating procedures (SOPs);  Purchasing guidelines and procedures; and  Bid packages (services and supplies).  Materials  Preferred or approved product and supplier lists;  Product and supplier evaluation criteria;  Training sessions and manuals; and  Fact sheets for employees. Implement this BMP in conjunction with the Vehicle and Equipment Management fact sheets (SC-20 – SC-22) and SC-41 Building and Grounds Maintenance. Employee Training Program  Employees who handle potentially harmful materials should be trained in the use of safer alternatives.  Purchasing departments should be trained on safer alternative products and encouraged to procure less hazardous materials and products that contain little or no harmful substances or TMDL pollutants.  Employees and contractors / service providers can both be educated about safer alternatives by using information developed by a number of organizations including the references and resources provided in this fact sheet. Potential Limitations and Work-Arounds Some facilities may have space constraints, limited staffing and time limitations that may preclude implementation of BMPs. Provided below are typical limitations and recommended “work-arounds”  Alternative products may not be available, suitable, or effective in every case. Safer Alternative Products SC-35 September 2014 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.casqa.org  Minimize use of hazardous/harmful products if no alternative product is available. Regulatory Considerations This BMP has no regulatory requirements unless local/municipal ordinance applies. Existing regulations already encourage facilities to reduce the use of hazardous materials through incentives such as reduced:  Specialized equipment storage and handling requirements;  Storm water runoff sampling requirements;  Training and licensing requirements; and  Record keeping and reporting requirements. Cost Considerations  The primary cost is for staff time to: 1) develop new policies and procedures and 2) educate purchasing departments and employees who handle potentially harmful materials about the availability, procurement, and use of safer alternatives.  Some alternative products may be slightly more expensive than conventional products. Supplemental Information The following discussion provides some general information on safer alternatives. More specific information on particular hazardous materials and the available alternatives may be found in the references and resources listed below.  Automotive products – Less toxic alternatives are not available for many automotive products, especially engine fluids. But there are alternatives to grease lubricants, car polishes, degreasers, and windshield washer solution. Refined motor oil is also available.  Vehicle/Trailer lubrication – Fifth wheel bearings on trucks require routine lubrication. Adhesive lubricants are available to replace typical chassis grease.  Cleaners – Vegetables-based or citrus-based soaps are available to replace petroleum-based soaps/detergents.  Paint products – Water-based paints, wood preservatives, stains, and finishes with low VOC content are available.  Pesticides – Specific alternative products or methods exist to control most insects, fungi, and weeds.  Chemical Fertilizers – Compost and soil amendments are natural alternatives.  Consumables – Manufacturers have either reduced or are in the process of reducing the amount of heavy metals in consumables such as batteries and fluorescent lamps. Safer Alternative Products SC-35 September 2014 California Stormwater BMP Handbook 4 of 5 Industrial and Commercial www.casqa.org All fluorescent lamps contain mercury, however low-mercury containing lamps are now available from most hardware and lighting stores. Fluorescent lamps are also more energy efficient than the average incandescent lamp.  Janitorial chemicals – Even biodegradable soap can harm fish and wildlife before it biodegrades. Biodegradable does not mean non-toxic. Safer products and procedures are available for floor stripping and cleaning, as well as carpet, glass, metal, and restroom cleaning and disinfecting. Use paper products with post- consumer recycled content and implement electric had dryers. Examples There are a number of business and trade associations, and communities with effective programs. Some of the more prominent are listed below in the references and resources section. References and Resources Note: Many of these references provide alternative products for materials that typically are used inside and disposed to the sanitary sewer as well as alternatives to products that usually end up in the storm drain. General Sustainable Practices and Pollution Prevention Including Pollutant-Specific Information California Department of Toxic Substances Control, http://www.dtsc.ca.gov/PollutionPrevention/GreenTechnology/Index.cfm. CalRecycle, http://www.calrecycle.ca.gov/Business/Regulated.htm. City of Santa Monica Office of Sustainability and Environment, http://www.smgov.net/departments/ose/. City of Palo Alto, http:// www.city.palo-alto.ca.us/cleanbay. City and County of San Francisco, Department of the Environment, http://www.sfenvironment.org/toxics-health/greener-business-practices. Green Business Program, http://www.greenbiz.ca.gov/GRlocal.html . Product Stewardship Institute, http://www.productstewardship.us/index.cfm. Sacramento Clean Water Business Partners. http://www.sacstormwater.org/CleanWaterBusinessPartners/CleanWaterBusinessPartn ers.html. USEPA. National Pollutant Discharge Elimination System (NPDES) Stormwater Discharges From Industrial Facilities, http://cfpub.epa.gov/npdes/stormwater/indust.cfm. USEPA Region IX Pollution Prevention Program, http://www.epa.gov/region9/waste/p2/business.html. Safer Alternative Products SC-35 September 2014 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.casqa.org Western Sustainability and Pollution Prevention Network, http://wsppn.org/. Metals (mercury, copper) National Electrical Manufacturers Association – Environmental Stewardship, http://www.nema.org/Policy/Environmental-Stewardship/pages/default.aspx. Sustainable Conservation, http://www.suscon.org. Auto Recycling Project Brake Pad Partnership Pesticides and Chemical Fertilizers Bio-Integral Resource Center, http://www.birc.org. California Department of Pesticide Regulation, http://www.cdpr.ca.gov/dprprograms.htm. University of California Statewide IPM Program, http://www.ipm.ucdavis.edu/default.html. Dioxins Bay Area Dioxins Project, http://www.abag.ca.gov/bayarea/dioxin/project_materials.htm. Building & Grounds Maintenance SC-41 September 2014 California Stormwater BMP Handbook 1 of 6 Industrial and Commercial www.casqa.org Description Stormwater runoff from building and grounds maintenance activities can be contaminated with toxic hydrocarbons in solvents, fertilizers and pesticides, suspended solids, heavy metals, abnormal pH, and oils and greases. Utilizing the protocols in this fact sheet will prevent or reduce the discharge of pollutants to stormwater from building and grounds maintenance activities by washing and cleaning up with as little water as possible, following good landscape management practices, preventing and cleaning up spills immediately, keeping debris from entering the storm drains, and maintaining the stormwater collection system. Approach Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. General Pollution Prevention Protocols  Switch to non-toxic chemicals for maintenance to the maximum extent possible.  Choose cleaning agents that can be recycled.  Encourage proper lawn management and landscaping, including use of native vegetation.  Encourage use of Integrated Pest Management techniques for pest control.  Encourage proper onsite recycling of yard trimmings.  Recycle residual paints, solvents, lumber, and other material as much as possible. Objectives  Cover  Contain  Educate  Reduce/Minimize  Product Substitution Targeted Constituents Sediment  Nutrients  Trash Metals  Bacteria  Oil and Grease Organics Minimum BMPs Covered Good Housekeeping  Preventative Maintenance Spill and Leak Prevention and Response  Material Handling & Waste Management  Erosion and Sediment Controls Employee Training Program  Quality Assurance Record Keeping  Building & Grounds Maintenance SC-41 September 2014 California Stormwater BMP Handbook 2 of 6 Industrial and Commercial www.casqa.org  Clean work areas at the end of each work shift using dry cleaning methods such as sweeping and vacuuming. Good Housekeeping Pressure Washing of Buildings, Rooftops, and Other Large Objects  In situations where soaps or detergents are used and the surrounding area is paved, pressure washers must use a water collection device that enables collection of wash water and associated solids. A sump pump, wet vacuum or similarly effective device must be used to collect the runoff and loose materials. The collected runoff and solids must be disposed of properly.  If soaps or detergents are not used, and the surrounding area is paved, wash runoff does not have to be collected but must be screened. Pressure washers must use filter fabric or some other type of screen on the ground and/or in the catch basin to trap the particles in wash water runoff.  If you are pressure washing on a grassed area (with or without soap), runoff must be dispersed as sheet flow as much as possible, rather than as a concentrated stream. The wash runoff must remain on the grass and not drain to pavement. Landscaping Activities  Dispose of grass clippings, leaves, sticks, or other collected vegetation as garbage, or by composting. Do not dispose of collected vegetation into waterways or storm drainage systems.  Use mulch or other erosion control measures on exposed soils. See also SC-40, Contaminated and Erodible Areas, for more information. Building Repair, Remodeling, and Construction  Do not dump any toxic substance or liquid waste on the pavement, the ground, or toward a storm drain.  Use ground or drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of collected material daily.  Use a ground cloth or oversized tub for activities such as paint mixing and tool cleaning.  Clean paintbrushes and tools covered with water-based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer drain. Brushes and tools covered with non-water-based paints, finishes, or other materials must be cleaned in a manner that enables collection of used solvents (e.g., paint thinner, turpentine, etc.) for recycling or proper disposal.  Use a storm drain cover, filter fabric, or similarly effective runoff control mechanism if dust, grit, wash water, or other pollutants may escape the work area and enter a catch basin. This is particularly necessary on rainy days. The containment device(s) must be in place at the beginning of the work day, and accumulated dirty runoff and Building & Grounds Maintenance SC-41 September 2014 California Stormwater BMP Handbook 3 of 6 Industrial and Commercial www.casqa.org solids must be collected and disposed of before removing the containment device(s) at the end of the work day.  If you need to de-water an excavation site, you may need to filter the water before discharging to a catch basin or off-site. If directed off-site, you should direct the water through hay bales and filter fabric or use other sediment filters or traps.  Store toxic material under cover during precipitation events and when not in use. A cover would include tarps or other temporary cover material. Mowing, Trimming, and Planting  Dispose of leaves, sticks, or other collected vegetation as garbage, by composting or at a permitted landfill. Do not dispose of collected vegetation into waterways or storm drainage systems.  Use mulch or other erosion control measures when soils are exposed.  Place temporarily stockpiled material away from watercourses and drain inlets, and berm or cover stockpiles to prevent material releases to the storm drain system.  Consider an alternative approach when bailing out muddy water: do not put it in the storm drain; pour over landscaped areas.  Use hand weeding where practical. Fertilizer and Pesticide Management  Do not use pesticides if rain is expected.  Do not mix or prepare pesticides for application near storm drains.  Use the minimum amount needed for the job.  Calibrate fertilizer distributors to avoid excessive application.  Employ techniques to minimize off-target application (e.g., spray drift) of pesticides, including consideration of alternative application techniques.  Apply pesticides only when wind speeds are low.  Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface.  Irrigate slowly to prevent runoff and then only as much as is needed.  Clean pavement and sidewalk if fertilizer is spilled on these surfaces before applying irrigation water. Inspection  Inspect irrigation system periodically to ensure that the right amount of water is being applied and that excessive runoff is not occurring. Minimize excess watering and repair leaks in the irrigation system as soon as they are observed. Building & Grounds Maintenance SC-41 September 2014 California Stormwater BMP Handbook 4 of 6 Industrial and Commercial www.casqa.org Spill Response and Prevention Procedures  Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date.  Place a stockpile of spill cleanup materials, such as brooms, dustpans, and vacuum sweepers (if desired) near the storage area where it will be readily accessible.  Have employees trained in spill containment and cleanup present during the loading/unloading of dangerous wastes, liquid chemicals, or other materials.  Familiarize employees with the Spill Prevention Control and Countermeasure Plan.  Clean up spills immediately. Material Handling and Waste Management  Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of fertilizers and pesticides and training of applicators and pest control advisors.  Use less toxic pesticides that will do the job when applicable. Avoid use of copper- based pesticides if possible.  Dispose of empty pesticide containers according to the instructions on the container label.  Use up the pesticides. Rinse containers, and use rinse water as product. Dispose of unused pesticide as hazardous waste.  Implement storage requirements for pesticide products with guidance from the local fire department and County Agricultural Commissioner. Provide secondary containment for pesticides. Employee Training Program  Educate and train employees on pesticide use and in pesticide application techniques to prevent pollution.  Train employees and contractors in proper techniques for spill containment and cleanup.  Be sure the frequency of training takes into account the complexity of the operations and the needs of individual staff. Quality Assurance and Record Keeping  Keep accurate logs that document maintenance activities performed and minimum BMP measures implemented.  Keep accurate logs of spill response actions that document what was spilled, how it was cleaned up, and how the waste was disposed.  Establish procedures to complete logs and file them in the central office. Building & Grounds Maintenance SC-41 September 2014 California Stormwater BMP Handbook 5 of 6 Industrial and Commercial www.casqa.org Potential Capital Facility Costs and Operation & Maintenance Requirements Facilities  Additional capital costs are not anticipated for building and grounds maintenance. Implementation of the minimum BMPs described above should be conducted as part of regular site operations. Maintenance  Maintenance activities for the BMPs described above will be minimal, and no additional cost is anticipated. Supplemental Information Fire Sprinkler Line Flushing Site fire sprinkler line flushing may be a source of non-stormwater runoff pollution. The water entering the system is usually potable water, though in some areas it may be non- potable reclaimed wastewater. There are subsequent factors that may drastically reduce the quality of the water in such systems. Black iron pipe is usually used since it is cheaper than potable piping, but it is subject to rusting and results in lower quality water. Initially, the black iron pipe has an oil coating to protect it from rusting between manufacture and installation; this will contaminate the water from the first flush but not from subsequent flushes. Nitrates, poly-phosphates and other corrosion inhibitors, as well as fire suppressants and antifreeze may be added to the sprinkler water system. Water generally remains in the sprinkler system a long time (typically a year) and between flushes may accumulate iron, manganese, lead, copper, nickel, and zinc. The water generally becomes anoxic and contains living and dead bacteria and breakdown products from chlorination. This may result in a significant BOD problem and the water often smells. Consequently dispose fire sprinkler line flush water into the sanitary sewer. Do not allow discharge to storm drain or infiltration due to potential high levels of pollutants in fire sprinkler line water. References and Resources City of Seattle, Seattle Public Utilities Department of Planning and Development, 2009. Stormwater Manual Vol. 1 Source Control Technical Requirements Manual. Kennedy/Jenks Consultants, 2007. The Truckee Meadows Industrial and Commercial Storm Water Best Management Practices Handbook. Available online at: http://www.cityofsparks.us/sites/default/files/assets/documents/env- control/construction/TM-I-C_BMP_Handbook_2-07-final.pdf. Orange County Stormwater Program, Best Management Practices for Industrial/Commercial Business Activities. Available online at: http://ocwatersheds.com/documents/bmp/industrialcommercialbusinessesactivities. Sacramento Stormwater Management Program. Best Management Practices for Industrial Storm Water Pollution Control. Available online at: Building & Grounds Maintenance SC-41 September 2014 California Stormwater BMP Handbook 6 of 6 Industrial and Commercial www.casqa.org http://www.msa.saccounty.net/sactostormwater/documents/guides/industrial-BMP- manual.pdf. US EPA, 1997. Best Management Practices Handbook for Hazardous Waste Containers. Available online at: http://www.epa.gov/region6/6en/h/handbk4.pdf. Ventura Countywide Stormwater Management Program Clean Business Fact Sheets. Available online at: http://www.vcstormwater.org/documents/programs_business/building.pdf. Building Repair and Construction SC-42 September 2014 California Stormwater BMP Handbook 1 of 7 Industrial and Commercial www.casqa.org Description Site modifications are common, particularly at large industrial sites. The activity may vary from minor and normal building repair to major remodeling, or the construction of new facilities. These activities can generate pollutants including solvents, paints, paint and varnish removers, finishing residues, spent thinners, soap cleaners, kerosene, asphalt and concrete materials, adhesive residues, and old asbestos installation. Protocols in this fact sheet are intended to prevent or reduce the discharge of pollutants to stormwater from building repair, remodeling, and minor construction by using soil erosion controls, enclosing or covering building material storage areas, using good housekeeping practices, using safer alternative products, and training employees. This fact sheet is intended to be used for minor repairs and construction. If major construction is required, the guidelines in the Construction BMP Handbook should be followed. Approach The BMP approach is to reduce potential for pollutant discharges through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. General Pollution Prevention Protocols  Recycle residual paints, solvents, lumber, and other materials to the maximum extent practicable.  Avoid outdoor repairs and construction during periods of wet weather.  Use safer alternative products to the maximum extent practicable. See also SC- 35 Safer Alternative Products for more information. Objectives  Cover  Contain  Educate  Reduce/Minimize  Product Substitution Targeted Constituents Sediment  Nutrients Trash  Metals  Bacteria Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping  Preventative Maintenance Spill and Leak Prevention and Response  Material Handling & Waste Management  Erosion and Sediment Controls  Employee Training Program  Quality Assurance Record Keeping  Building Repair and Construction SC-42 September 2014 California Stormwater BMP Handbook 2 of 7 Industrial and Commercial www.casqa.org  Buy recycled products to the maximum extent practicable.  Inform on-site contractors of company policy on these matters and include appropriate provisions in their contract to ensure certain proper housekeeping and disposal practices are implemented.  Make sure that nearby storm drains are well marked to minimize the chance of inadvertent disposal of residual paints and other liquids. Good Housekeeping Repair & Remodeling  Keep the work site clean and orderly. Remove debris in a timely fashion. Sweep and vacuum the area regularly to remove sediments and small debris.  Cover raw materials of particular concern that must be left outside, particularly during the rainy season. See also SC-33 Outdoor Storage of Raw Materials for more information.  Use equipment and tools such as bag sanders to reduce accumulation of debris.  Limit/prohibit work on windy days; implement roll-down walls or other measures to reduce wind transport of pollutants.  Do not dump waste liquids down the storm drain.  Dispose of wash water, sweepings, and sediments properly.  Store liquid materials properly that are normally used in repair and remodeling such as paints and solvents. See also SC-31 Outdoor Liquid Container Storage for more information.  Sweep out rain gutters or wash the gutter and trap the particles at the outlet of the downspout. A sock or geofabric placed over the outlet may effectively trap the materials. If the downspout is tight lined, place a temporary plug at the first convenient point in the storm drain and pump out the water with a vactor truck, and clean the catch basin sump where you placed the plug.  Clean the storm drain system in the immediate vicinity of the construction activity after it is completed. See also SC-44 Drainage System Maintenance for more information. Painting  Enclose painting operations consistent with local air quality regulations and OSHA.  Local air pollution regulations may, in many areas of the state, specify painting procedures which if properly carried out are usually sufficient to protect water quality.  Develop paint handling procedures for proper use, storage, and disposal of paints. Building Repair and Construction SC-42 September 2014 California Stormwater BMP Handbook 3 of 7 Industrial and Commercial www.casqa.org  Transport paint and materials to and from job sites in containers with secure lids and tied down to the transport vehicle.  Test and inspect spray equipment prior to starting to paint. Tighten all hoses and connections and do not overfill paint containers.  Mix paint indoors before using so that any spill will not be exposed to rain. Do so even during dry weather because cleanup of a spill will never be 100 percent effective.  Transfer and load paint and hot thermoplastic away from storm drain inlets.  Do not transfer or load paint near storm drain inlets.  Plug nearby storm drain inlets prior to starting painting and remove plugs when job is complete when there is risk of a spill reaching storm drains.  Cover nearby storm drain inlets prior to starting work if sand blasting is used to remove paint.  Use a ground cloth to collect the chips if painting requires scraping or sand blasting of the existing surface. Dispose of the residue properly.  Cover or enclose painting operations properly to avoid drift.  Clean the application equipment in a sink that is connected to the sanitary sewer if using water based paints.  Capture all cleanup-water and dispose of properly.  Dispose of paints containing lead or tributyl tin and considered a hazardous waste properly.  Store leftover paints if they are to be kept for the next job properly, or dispose properly.  Recycle paint when possible. Dispose of paint at an appropriate household hazardous waste facility. Spill Response and Prevention Procedures  Keep your spill prevention and control plan up-to-date.  Place a stockpile of spill cleanup materials where it will be readily accessible.  Clean up spills immediately.  Excavate and remove the contaminated (stained) soil if a spill occurs on dirt. Material Handling and Waste Management  Post “No Littering” signs and enforce anti-litter laws. Building Repair and Construction SC-42 September 2014 California Stormwater BMP Handbook 4 of 7 Industrial and Commercial www.casqa.org  Provide a sufficient number of litter receptacles for the facility.  Clean out and cover litter receptacles frequently to prevent spillage.  Keep waste collection areas clean.  Inspect solid waste containers for structural damage regularly. Repair or replace damaged containers as necessary.  Secure solid waste containers; containers must be closed tightly when not in use.  Do not fill waste containers with washout water or any other liquid.  Ensure that only appropriate solid wastes are added to the solid waste container. Certain wastes such as hazardous wastes, appliances, fluorescent lamps, pesticides, etc., may not be disposed of in solid waste containers (see chemical/ hazardous waste collection section below).  Do not mix wastes; this can cause chemical reactions, make recycling impossible, and complicate disposal. Affix labels to all waste containers.  Make sure that hazardous waste is collected, removed, and disposed of properly. See also SC-34, Waste Handling and Disposal for more information. Sediment and Erosion Controls  Limit disturbance to bare soils and preserve natural vegetation whenever possible. See also EC-2, Preservation of Existing Vegetation, in the Construction BMP Handbook.  Stabilize loose soils by re-vegetating whenever possible. See also EC-4 Hydroseeding, in the Construction BMP Handbook.  Utilize non-vegetative stabilization methods for areas prone to erosion where vegetative options are not feasible. Examples include:  Areas of vehicular or pedestrian traffic such as roads or paths;  Arid environments where vegetation would not provide timely ground coverage, or would require excessive irrigation;  Rocky substrate, infertile or droughty soils where vegetation would be difficult to establish; and  Areas where vegetation will not grow adequately within the construction time frame. There are several non-vegetative stabilization methods and selection should be based on site-specific conditions. See also EC-16 Non-Vegetative Stabilization, in the Construction BMP Handbook. Building Repair and Construction SC-42 September 2014 California Stormwater BMP Handbook 5 of 7 Industrial and Commercial www.casqa.org  Utilize chemical stabilization when needed. See also EC-5 Soil Binders, in the Construction BMP Handbook.  Use geosynthetic membranes to control erosion if feasible. See also EC-7 Geotextiles and Mats, in the Construction BMP Handbook.  Stabilize all roadways, entrances, and exits to sufficiently control discharges of erodible materials from discharging or being tracked off the site. See also TC 1-3 Tracking Control, in the Construction BMP Handbook.  Refer to the supplemental information provided below for projects that involve more extensive soil disturbance activities. Employee Training Program  Educate employees about pollution prevention measures and goals.  Train employees how to properly implement the source control BMPs described above. Detailed information for Sediment and Erosion Control BMPs is provided in the Construction BMP Handbook.  Proper education of off-site contractors is often overlooked. The conscientious efforts of well trained employees can be lost by unknowing off-site contractors, so make sure they are well informed about pollutant source control responsibilities.  Use a training log or similar method to document training. Quality Assurance and Record Keeping  Keep accurate maintenance logs that document minimum BMP activities performed for building repair and construction, types and quantities of waste disposed of, and any improvement actions.  Keep accurate logs of spill response actions that document what was spilled, how it was cleaned up, and how the waste was disposed.  Establish procedures to complete logs and file them in the central office. Potential Limitations and Work-Arounds Some facilities may have space constraints, limited staffing and time limitations that may preclude implementation of BMPs. Provided below are typical limitations and recommended “work-arounds.”  This BMP is for minor construction only. The State’s General Construction Activity Stormwater Permit has more extensive requirements for larger projects that would disturb one or more acres of surface.  Refer to the companion “Construction Best Management Practice Handbook” which contains specific guidance and best management practices for larger-scale projects. Building Repair and Construction SC-42 September 2014 California Stormwater BMP Handbook 6 of 7 Industrial and Commercial www.casqa.org  Time constraints may require some outdoor repairs and construction during wet weather.  Require employees to understand and follow good housekeeping and spill and leak prevention BMPs.  Inspect sediment and erosion control BMPs daily during periods of wet weather and repair or improve BMP implementation as necessary.  Hazardous waste that cannot be reused or recycled must be disposed of by a licensed hazardous waste hauler.  Minimize use of hazardous materials to the maximum extent practicable.  Be certain that actions to help stormwater quality are consistent with Cal- and Fed- OSHA and air quality regulations.  Prices for recycled/safer alternative materials and fluids may be higher than those of conventional materials. Potential Capital Facility Costs and Operation & Maintenance Requirements Facilities  Limited capital investments may be required at some sites if adequate cover and containment facilities do not exist for construction materials and wastes.  Purchase and installation of erosion and sediment controls, if needed will require additional capital investments, and this amount will vary depending on site characteristics and the types of BMPs being implemented.  Minimize costs by maintaining existing vegetation and limiting construction operations on bare soils. Maintenance  The erosion and sediment control BMPs described above require periodic inspection and maintenance to remain effective. The cost of these actions will vary depending on site characteristics and the types of BMPs being implemented.  Irrigation costs may be required to establish and maintain vegetation. Supplemental Information Soil/Erosion Control If the work involves exposing large areas of soil, employ the appropriate soil erosion and control techniques. See the Construction Best Management Practice Handbook. If old buildings are being torn down and not replaced in the near future, stabilize the site using measures described in SC-40 Contaminated or Erodible Areas. Building Repair and Construction SC-42 September 2014 California Stormwater BMP Handbook 7 of 7 Industrial and Commercial www.casqa.org If a building is to be placed over an open area with a storm drainage system, make sure the storm inlets within the building are covered or removed, or the storm line is connected to the sanitary sewer. If because of the remodeling a new drainage system is to be installed or the existing system is to be modified, consider installing catch basins as they serve as effective “in-line” treatment devices. Include in the catch basin a “turn- down” elbow or similar device to trap floatables. References and Resources City of Seattle, Seattle Public Utilities Department of Planning and Development, 2009. Stormwater Manual Vol. 1 Source Control Technical Requirements Manual. California Stormwater Quality Association, 2012. Construction Stormwater Best Management Practice Handbook. Available at http://www.casqa.org. Kennedy/Jenks Consultants, 2007. The Truckee Meadows Industrial and Commercial Storm Water Best Management Practices Handbook. Available online at: http://www.cityofsparks.us/sites/default/files/assets/documents/env- control/construction/TM-I-C_BMP_Handbook_2-07-final.pdf. Sacramento Stormwater Management Program. Best Management Practices for Industrial Storm Water Pollution Control. Available online at: http://www.msa.saccounty.net/sactostormwater/documents/guides/industrial-BMP- manual.pdf. US EPA. Construction Site Stormwater Runoff Control. Available online at: http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=min_measure &min_measure_id=4. Parking Area Maintenance SC-43 September 2014 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.casqa.org Description Parking lots can contribute a number of substances, such as trash, suspended solids, hydrocarbons, oil and grease, and heavy metals that can enter receiving waters through stormwater runoff or non-stormwater discharges. The protocols in this fact sheet are intended to prevent or reduce the discharge of pollutants from parking areas and include using good housekeeping practices, following appropriate cleaning BMPs, and training employees. BMPs for other outdoor areas on site (loading/unloading, material storage, and equipment operations) are described in SC-30 through SC-33. Approach The goal of this program is to ensure stormwater pollution prevention practices are considered when conducting activities on or around parking areas to reduce potential for pollutant discharge to receiving waters. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. General Pollution Prevention Protocols  Encourage advanced designs and maintenance strategies for impervious parking lots. Refer to the treatment control BMP fact sheets in this manual for additional information.  Keep accurate maintenance logs to evaluate BMP implementation. Good Housekeeping  Keep all parking areas clean and orderly. Remove debris, litter, and sediments in a timely fashion.  Post “No Littering” signs and enforce anti- litter laws. Objectives  Cover  Contain  Educate  Reduce/Minimize  Product Substitution Targeted Constituents Sediment  Nutrients Trash  Metals  Bacteria Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping  Preventative Maintenance  Spill and Leak Prevention and Response  Material Handling & Waste Management Erosion and Sediment Controls Employee Training Program  Quality Assurance Record Keeping  Parking Area Maintenance SC-43 September 2014 California Stormwater BMP Handbook 2 of 5 Industrial and Commercial www.casqa.org  Provide an adequate number of litter receptacles.  Clean out and cover litter receptacles frequently to prevent spillage. Preventative Maintenance Inspection Have designated personnel conduct inspections of parking facilities and stormwater conveyance systems associated with parking facilities on a regular basis.  Inspect cleaning equipment/sweepers for leaks on a regular basis. Surface Cleaning  Use dry cleaning methods (e.g., sweeping, vacuuming) to prevent the discharge of pollutants into the stormwater conveyance system if possible.  Establish frequency of public parking lot sweeping based on usage and field observations of waste accumulation.  Sweep all parking lots at least once before the onset of the wet season.  Dispose of parking lot sweeping debris and dirt at a landfill.  Follow the procedures below if water is used to clean surfaces:  Block the storm drain or contain runoff.  Collect and pump wash water to the sanitary sewer or discharge to a pervious surface. Do not allow wash water to enter storm drains.  Follow the procedures below when cleaning heavy oily deposits:  Clean oily spots with absorbent materials.  Use a screen or filter fabric over inlet, then wash surfaces.  Do not allow discharges to the storm drain.  Vacuum/pump discharges to a tank or discharge to sanitary sewer.  Dispose of spilled materials and absorbents appropriately. Surface Repair  Check local ordinance for SUSMP/LID ordinance.  Preheat, transfer or load hot bituminous material away from storm drain inlets.  Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff.  Cover and seal nearby storm drain inlets where applicable (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in Parking Area Maintenance SC-43 September 2014 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.casqa.org place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal.  Use only as much water as necessary for dust control during sweeping to avoid runoff.  Catch drips from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and absorbents properly. Spill Response and Prevention Procedures  Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date.  Place a stockpile of spill cleanup materials where it will be readily accessible or at a central location.  Clean up fluid spills immediately with absorbent rags or material.  Dispose of spilled material and absorbents properly. Employee Training Program  Provide regular training to field employees and/or contractors regarding cleaning of paved areas and proper operation of equipment.  Train employees and contractors in proper techniques for spill containment and cleanup.  Use a training log or similar method to document training. Quality Assurance and Record Keeping  Keep accurate maintenance logs that document minimum BMP activities performed for parking area maintenance, types and quantities of waste disposed of, and any improvement actions.  Keep accurate logs of spill response actions that document what was spilled, how it was cleaned up, and how the waste was disposed.  Establish procedures to complete logs and file them in the central office. Potential Capital Facility Costs and Operation & Maintenance Requirements Facilities  Capital investments may be required at some sites to purchase sweeping equipment, train sweeper operators, install oil/water/sand separators, or implement advanced BMPs. These costs can vary significantly depending upon site conditions and the amount of BMPs required. Parking Area Maintenance SC-43 September 2014 California Stormwater BMP Handbook 4 of 5 Industrial and Commercial www.casqa.org Maintenance  Sweep and clean parking lots regularly to minimize pollutant transport into storm drains from stormwater runoff.  Clean out oil/water/sand separators regularly, especially after heavy storms.  Maintain advanced BMPs such as vegetated swales, infiltration trenches, or detention basins as appropriate. Refer to the treatment control fact sheets for more information. Supplemental Information Advanced BMPs Some parking areas may require advanced BMPs to further reduce pollutants in stormwater runoff, and a few examples are listed below. Refer to the Treatment Control Fact Sheets and the New Development and Redevelopment Manual for more information.  When possible, direct sheet runoff to flow into biofilters (vegetated strip and swale) and/or infiltration devices.  Utilize sand filters or oleophilic collectors for oily waste in low quantities.  Arrange rooftop drains to prevent drainage directly onto paved surfaces.  Design lot to include semi-permeable hardscape. References and Resources City of Seattle, Seattle Public Utilities Department of Planning and Development, 2009. Stormwater Manual Vol. 1 Source Control Technical Requirements Manual. California Stormwater Quality Association, 2003. New Development and Redevelopment Stormwater Best Management Practice Handbook. Available online at: https://www.casqa.org/resources/bmp-handbooks/new-development-redevelopment- bmp-handbook. Kennedy/Jenks Consultants, 2007. The Truckee Meadows Industrial and Commercial Storm Water Best Management Practices Handbook. Available online at: http://www.cityofsparks.us/sites/default/files/assets/documents/env- control/construction/TM-I-C_BMP_Handbook_2-07-final.pdf. Orange County Stormwater Program, Best Management Practices for Industrial/Commercial Business Activities. Available online at: http://ocwatersheds.com/documents/bmp/industrialcommercialbusinessesactivities. Parking Area Maintenance SC-43 September 2014 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.casqa.org Pollution from Surface Cleaning Folder, 1996, 2003. Bay Area Stormwater Management Agencies Association. Available online at: http://basmaa.org/Portals/0/documents/pdf/Pollution%20from%20Surface%20Cleani ng.pdf. Sacramento Stormwater Management Program. Best Management Practices for Industrial Storm Water Pollution Control. Available online at: http://www.msa.saccounty.net/sactostormwater/documents/guides/industrial-BMP- manual.pdf. The Storm Water Managers Resource Center, http://www.stormwatercenter.net. US EPA. Post-Construction Stormwater Management in New Development and Redevelopment. BMP Fact Sheets. Available online at: http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=min_measure &min_measure_id=5. Drainage System Maintenance SC-44 September 2014 California Stormwater BMP Handbook 1 of 7 Industrial and Commercial www.casqa.org Description As a consequence of its function, the stormwater drainage facilities on site convey stormwater that may contain certain pollutants either to the offsite conveyance system that collects and transports urban runoff and stormwater, or directly to receiving waters. The protocols in this fact sheet are intended to reduce pollutants leaving the site to the offsite drainage infrastructure or to receiving waters through proper on-site conveyance system operation and maintenance. The targeted constituents will vary depending on site characteristics and operations. Approach Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. General Pollution Prevention Protocols  Maintain catch basins, stormwater inlets, and other stormwater conveyance structures on a regular basis to remove pollutants, reduce high pollutant concentrations during the first flush of storms, prevent clogging of the downstream conveyance system, restore catch basins’ sediment trapping capacity, and ensure the system functions properly hydraulically to avoid flooding.  Develop and follow a site specific drainage system maintenance plan that describes maintenance locations, methods, required equipment, water sources, sediment collection areas, disposal requirements, and any other pertinent information. Good Housekeeping Illicit Connections and Discharges  Look for evidence of illegal discharges or illicit connections during routine maintenance of conveyance system and drainage structures: Objectives  Cover  Contain  Educate  Reduce/Minimize Targeted Constituents Sediment  Nutrients  Trash  Metals  Bacteria  Oil and Grease  Organics  Minimum BMPs Covered Good Housekeeping  Preventative Maintenance  Spill and Leak Prevention and Response  Material Handling & Waste Management Erosion and Sediment Controls Employee Training Program  Quality Assurance Record Keeping  Drainage System Maintenance SC-44 September 2014 California Stormwater BMP Handbook 2 of 7 Industrial and Commercial www.casqa.org  Identify evidence of spills such as paints, discoloring, odors, etc.  Record locations of apparent illegal discharges/illicit connections.  Track flows back to potential discharges and conduct aboveground inspections. This can be done through visual inspection of upgradient manholes or alternate techniques including zinc chloride smoke testing, fluorometric dye testing, physical inspection testing, or television camera inspection.  Eliminate the discharge once the origin of flow is established.  Stencil or demarcate storm drains, where applicable, to prevent illegal disposal of pollutants. Storm drain inlets should have messages such as “Dump No Waste Drains to Stream” or similar stenciled next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system.  Refer to fact sheet SC-10 Non-Stormwater Discharges for additional information. Illegal Dumping  Inspect and clean up hot spots and other storm drainage areas regularly where illegal dumping and disposal occurs.  Establish a system for tracking incidents. The system should be designed to identify the following:  Illegal dumping hot spots;  Types and quantities (in some cases) of wastes;  Patterns in time of occurrence (time of day/night, month, or year);  Mode of dumping (abandoned containers, “midnight dumping” from moving vehicles, direct dumping of materials, accidents/spills); and  Responsible parties.  Post “No Dumping” signs in problem areas with a phone number for reporting dumping and disposal. Signs should also indicate fines and penalties for illegal dumping.  Refer to fact sheet SC-10 Non-Stormwater Discharges for additional information. Preventative Maintenance Catch Basins/Inlet Structures  Staff should regularly inspect facilities to ensure compliance with the following:  Immediate repair of any deterioration threatening structural integrity.  Cleaning before the sump is 40% full. Catch basins should be cleaned as frequently as needed to meet this standard. Drainage System Maintenance SC-44 September 2014 California Stormwater BMP Handbook 3 of 7 Industrial and Commercial www.casqa.org  Clean catch basins, storm drain inlets, and other conveyance structures before the wet season to remove sediments and debris accumulated during the summer.  Conduct inspections more frequently during the wet season for problem areas where sediment or trash accumulates more often. Prioritize storm drain inlets; clean and repair as needed.  Keep accurate logs of the number of catch basins cleaned.  Store wastes collected from cleaning activities of the drainage system in appropriate containers or temporary storage sites in a manner that prevents discharge to the storm drain.  Dewater the wastes if necessary with outflow into the sanitary sewer if permitted. Water should be treated with an appropriate filtering device prior to discharge to the sanitary sewer. If discharge to the sanitary sewer is not allowed, water should be pumped or vacuumed to a tank and properly disposed. Do not dewater near a storm drain or stream. Storm Drain Conveyance System  Locate reaches of storm drain with deposit problems and develop a flushing schedule that keeps the pipe clear of excessive buildup.  Collect and pump flushed effluent to the sanitary sewer for treatment whenever possible. Pump Stations  Clean all storm drain pump stations prior to the wet season to remove silt and trash.  Do not allow discharge to reach the storm drain system when cleaning a storm drain pump station or other facility.  Conduct routine maintenance at each pump station.  Inspect, clean, and repair as necessary all outlet structures prior to the wet season. Open Channel  Modify storm channel characteristics to improve channel hydraulics, increase pollutant removals, and enhance channel/creek aesthetic and habitat value.  Conduct channel modification/improvement in accordance with existing laws. Any person, government agency, or public utility proposing an activity that will change the natural state of any river, stream, or lake in California, must enter into a Steam or Lake Alteration Agreement with the Department of Fish and Wildlife. The developer-applicant should also contact local governments (city, county, special districts), other state agencies (SWRCB, RWQCB, Department of Forestry, Department of Water Resources), and Army Corps of Engineers and USFWS. Spill Response and Prevention Procedures  Keep your spill prevention control plan up-to-date. Drainage System Maintenance SC-44 September 2014 California Stormwater BMP Handbook 4 of 7 Industrial and Commercial www.casqa.org  Investigate all reports of spills, leaks, and/or illegal dumping promptly.  Place a stockpile of spill cleanup materials where it will be readily accessible or at a central location.  Clean up all spills and leaks using “dry” methods (with absorbent materials and/or rags) or dig up, remove, and properly dispose of contaminated soil. Employee Training Program  Educate employees about pollution prevention measures and goals.  Train employees how to properly handle and dispose of waste using the source control BMPs described above.  Train employees and subcontractors in proper hazardous waste management.  Use a training log or similar method to document training.  Ensure that employees are familiar with the site’s spill control plan and/or proper spill cleanup procedures.  Have staff involved in detection and removal of illicit connections trained in the following:  OSHA-required Health and Safety Training (29 CFR 1910.120) plus annual refresher training (as needed).  OSHA Confined Space Entry training (Cal-OSHA Confined Space, Title 8 and Federal OSHA 29 CFR 1910.146).  Procedural training (field screening, sampling, smoke/dye testing, TV inspection). Quality Assurance and Record Keeping  Keep accurate maintenance logs that document minimum BMP activities performed for drainage system maintenance, types and quantities of waste disposed of, and any improvement actions.  Keep accurate logs of spill response actions that document what was spilled, how it was cleaned up, and how the waste was disposed.  Keep accurate logs of illicit connections, illicit discharges, and illegal dumping into the storm drain system including how wastes were cleaned up and disposed.  Establish procedures to complete logs and file them in the central office. Potential Limitations and Work-Arounds Provided below are typical limitations and recommended “work-arounds” for drainage system maintenance: Drainage System Maintenance SC-44 September 2014 California Stormwater BMP Handbook 5 of 7 Industrial and Commercial www.casqa.org  Clean-up activities may create a slight disturbance for local aquatic species. Access to items and material on private property may be limited. Trade-offs may exist between channel hydraulics and water quality/riparian habitat. If storm channels or basins are recognized as wetlands, many activities, including maintenance, may be subject to regulation and permitting.  Perform all maintenance onsite and do not flush accumulated material downstream to private property or riparian habitats.  Storm drain flushing is most effective in small diameter pipes (36-inch diameter pipe or less, depending on water supply and sediment collection capacity). Other considerations associated with storm drain flushing may include the availability of a water source, finding a downstream area to collect sediments, and liquid/sediment disposal.  Develop and follow a site specific drainage system maintenance plan that describes maintenance locations, methods, required equipment, water sources, sediment collection areas, disposal requirements, and any other pertinent information.  Regulations may include adoption of substantial penalties for illegal dumping and disposal.  Do not dump illegal materials anywhere onsite.  Identify illicit connections, illicit discharge, and illegal dumping.  Cleanup spills immediately and properly dispose of wastes.  Local municipal codes may include sections prohibiting discharge of soil, debris, refuse, hazardous wastes, and other pollutants into the sanitary sewer system.  Collect all materials and pollutants accumulated in drainage system and dispose of according to local regulations.  Install debris excluders in areas with a trash TMDL. Potential Capital Facility Costs and Operation & Maintenance Requirements Facilities  Capital costs will vary substantially depending on the size of the facility and characteristics of the drainage system. Significant capital costs may be associated with purchasing water trucks, vacuum trucks, and any other necessary cleaning equipment or improving the drainage infrastructure to reduce the potential .  Developing and implementing a site specific drainage system maintenance plan will require additional capital if a similar program is not already in place. Drainage System Maintenance SC-44 September 2014 California Stormwater BMP Handbook 6 of 7 Industrial and Commercial www.casqa.org Maintenance  Two-person teams may be required to clean catch basins with vactor trucks.  Teams of at least two people plus administrative personnel are required to identify illicit discharges, depending on the complexity of the storm sewer system.  Arrangements must be made for proper disposal of collected wastes.  Technical staff are required to detect and investigate illegal dumping violations.  Methods used for illicit connection detection (smoke testing, dye testing, visual inspection, and flow monitoring) can be costly and time-consuming. Site-specific factors, such as the level of impervious area, the density and ages of buildings, and type of land use will determine the level of investigation necessary. Supplemental Information Storm Drain Flushing Flushing is a common maintenance activity used to improve pipe hydraulics and to remove pollutants in storm drainage systems. Flushing may be designed to hydraulically convey accumulated material to strategic locations, such as an open channel, another point where flushing will be initiated, or the sanitary sewer and the treatment facilities, thus preventing re-suspension and overflow of a portion of the solids during storm events. Flushing prevents “plug flow” discharges of concentrated pollutant loadings and sediments. Deposits can hinder the designed conveyance capacity of the storm drain system and potentially cause backwater conditions in severe cases of clogging. Storm drain flushing usually takes place along segments of pipe with grades that are too flat to maintain adequate velocity to keep particles in suspension. An upstream manhole is selected to place an inflatable device that temporarily plugs the pipe. Further upstream, water is pumped into the line to create a flushing wave. When the upstream reach of pipe is sufficiently full to cause a flushing wave, the inflated device is rapidly deflated with the assistance of a vacuum pump, thereby releasing the backed up water and resulting in the cleaning of the storm drain segment. To further reduce impacts of stormwater pollution, a second inflatable device placed well downstream may be used to recollect the water after the force of the flushing wave has dissipated. A pump may then be used to transfer the water and accumulated material to the sanitary sewer for treatment. In some cases, an interceptor structure may be more practical or required to recollect the flushed waters. It has been found that cleansing efficiency of periodic flush waves is dependent upon flush volume, flush discharge rate, sewer slope, sewer length, sewer flow rate, sewer diameter, and population density. As a rule of thumb, the length of line to be flushed should not exceed 700 feet. At this maximum recommended length, the percent removal efficiency ranges between 65-75% for organics and 55-65% for dry weather grit/inorganic material. The percent removal efficiency drops rapidly beyond that. Water is commonly supplied by a water truck, but fire hydrants can also supply water. To make the best use of water, it is recommended that reclaimed water be used if allowed or that fire hydrant line flushing coincide with storm sewer flushing. Drainage System Maintenance SC-44 September 2014 California Stormwater BMP Handbook 7 of 7 Industrial and Commercial www.casqa.org References and Resources City of Seattle, Seattle Public Utilities Department of Planning and Development, 2009. Stormwater Manual Vol. 1 Source Control Technical Requirements Manual. Knox County Tennessee Stormwater Management Manual Chapter 5 Drainage System Maintenance, 2008. Available online at: http://www.knoxcounty.org/stormwater/manual/Volume%201/knoxco_swmm_v1_cha p5_jan2008.pdf. US EPA. Storm Drain System Cleaning, 2012. Available online at: http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm?action=browse&Rbut ton=detail&bmp=102. Efficient Irrigation SD-12 January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com Description Irrigation water provided to landscaped areas may result in excess irrigation water being conveyed into stormwater drainage systems. Approach Project plan designs for development and redevelopment should include application methods of irrigation water that minimize runoff of excess irrigation water into the stormwater conveyance system. Suitable Applications Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.) Design Considerations Designing New Installations The following methods to reduce excessive irrigation runoff should be considered, and incorporated and implemented where determined applicable and feasible by the Permittee: Employ rain-triggered shutoff devices to prevent irrigation after precipitation. Design irrigation systems to each landscape area’s specific water requirements. Include design featuring flow reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines. Implement landscape plans consistent with County or City water conservation resolutions, which may include provision of water sensors, programmable irrigation times (for short cycles), etc. Design Objectives ; Maximize Infiltration ; Provide Retention ; Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials Contain Pollutants Collect and Convey SD-12 Efficient Irrigation 2 of 2 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Design timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water drainage system. Group plants with similar water requirements in order to reduce excess irrigation runoff and promote surface filtration. Choose plants with low irrigation requirements (for example, native or drought tolerant species). Consider design features such as: - Using mulches (such as wood chips or bar) in planter areas without ground cover to minimize sediment in runoff - Installing appropriate plant materials for the location, in accordance with amount of sunlight and climate, and use native plant materials where possible and/or as recommended by the landscape architect - Leaving a vegetative barrier along the property boundary and interior watercourses, to act as a pollutant filter, where appropriate and feasible - Choosing plants that minimize or eliminate the use of fertilizer or pesticides to sustain growth Employ other comparable, equally effective methods to reduce irrigation water runoff. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define “redevelopment” in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of “ redevelopment” must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under “designing new installations” above should be followed. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002. Storm Drain Signage SD-13 January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com Description Waste materials dumped into storm drain inlets can have severe impacts on receiving and ground waters. Posting notices regarding discharge prohibitions at storm drain inlets can prevent waste dumping. Storm drain signs and stencils are highly visible source controls that are typically placed directly adjacent to storm drain inlets. Approach The stencil or affixed sign contains a brief statement that prohibits dumping of improper materials into the urban runoff conveyance system. Storm drain messages have become a popular method of alerting the public about the effects of and the prohibitions against waste disposal. Suitable Applications Stencils and signs alert the public to the destination of pollutants discharged to the storm drain. Signs are appropriate in residential, commercial, and industrial areas, as well as any other area where contributions or dumping to storm drains is likely. Design Considerations Storm drain message markers or placards are recommended at all storm drain inlets within the boundary of a development project. The marker should be placed in clear sight facing toward anyone approaching the inlet from either side. All storm drain inlet locations should be identified on the development site map. Designing New Installations The following methods should be considered for inclusion in the project design and show on project plans: Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified, within the project area with prohibitive language. Examples include “NO DUMPING Design Objectives Maximize Infiltration Provide Retention Slow Runoff Minimize Impervious Land Coverage ; Prohibit Dumping of Improper Materials Contain Pollutants Collect and Convey SD-13 Storm Drain Signage 2 of 2 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com – DRAINS TO OCEAN” and/or other graphical icons to discourage illegal dumping. Post signs with prohibitive language and/or graphical icons, which prohibit illegal dumping at public access points along channels and creeks within the project area. Note - Some local agencies have approved specific signage and/or storm drain message placards for use. Consult local agency stormwater staff to determine specific requirements for placard types and methods of application. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define “redevelopment” in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. If the project meets the definition of “redevelopment”, then the requirements stated under “ designing new installations” above should be included in all project design plans. Additional Information Maintenance Considerations Legibility of markers and signs should be maintained. If required by the agency with jurisdiction over the project, the owner/operator or homeowner’s association should enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards or signs. Placement Signage on top of curbs tends to weather and fade. Signage on face of curbs tends to be worn by contact with vehicle tires and sweeper brooms. Supplemental Information Examples Most MS4 programs have storm drain signage programs. Some MS4 programs will provide stencils, or arrange for volunteers to stencil storm drains as part of their outreach program. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002. Trash Storage Areas SD-32 January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com Description Trash storage areas are areas where a trash receptacle (s) are located for use as a repository for solid wastes. Stormwater runoff from areas where trash is stored or disposed of can be polluted. In addition, loose trash and debris can be easily transported by water or wind into nearby storm drain inlets, channels, and/or creeks. Waste handling operations that may be sources of stormwater pollution include dumpsters, litter control, and waste piles. Approach This fact sheet contains details on the specific measures required to prevent or reduce pollutants in stormwater runoff associated with trash storage and handling. Preventative measures including enclosures, containment structures, and impervious pavements to mitigate spills, should be used to reduce the likelihood of contamination. Suitable Applications Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.) Design Considerations Design requirements for waste handling areas are governed by Building and Fire Codes, and by current local agency ordinances and zoning requirements. The design criteria described in this fact sheet are meant to enhance and be consistent with these code and ordinance requirements. Hazardous waste should be handled in accordance with legal requirements established in Title 22, California Code of Regulation. Wastes from commercial and industrial sites are typically hauled by either public or commercial carriers that may have design or access requirements for waste storage areas. The design criteria in this fact sheet are recommendations and are not intended to be in conflict with requirements established by the waste hauler. The waste hauler should be contacted prior to the design of your site trash collection areas. Conflicts or issues should be discussed with the local agency. Designing New Installations Trash storage areas should be designed to consider the following structural or treatment control BMPs: Design trash container areas so that drainage from adjoining roofs and pavement is diverted around the area(s) to avoid run-on. This might include berming or grading the waste handling area to prevent run-on of stormwater. Make sure trash container areas are screened or walled to prevent off-site transport of trash. Design Objectives Maximize Infiltration Provide Retention Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials ; Contain Pollutants Collect and Convey SD-32 Trash Storage Areas 2 of 2 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Use lined bins or dumpsters to reduce leaking of liquid waste. Provide roofs, awnings, or attached lids on all trash containers to minimize direct precipitation and prevent rainfall from entering containers. Pave trash storage areas with an impervious surface to mitigate spills. Do not locate storm drains in immediate vicinity of the trash storage area. Post signs on all dumpsters informing users that hazardous materials are not to be disposed of therein. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define “redevelopment” in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of “ redevelopment” must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under “designing new installations” above should be followed. Additional Information Maintenance Considerations The integrity of structural elements that are subject to damage (i.e., screens, covers, and signs) must be maintained by the owner/operator. Maintenance agreements between the local agency and the owner/operator may be required. Some agencies will require maintenance deed restrictions to be recorded of the property title. If required by the local agency, maintenance agreements or deed restrictions must be executed by the owner/operator before improvement plans are approved. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002. Attachment F Geotechnical Report November 24, 2025 Project No. 25-8074 DLJ Fontana LLC 9895 Double R Blvd. Reno, NV 89521 Subject: Supplemental Letter, Proposed Almond Avenue Trailer Yard, 9822 Almond Ave (APN 0234-061-04), Fontana, California. References: TGR Geotechnical Inc. (2023), Geotechnical Report, Proposed Almond Avenue Trailer Yard, 9822 Almond Ave (APN 0234-061-04), Fontana, California, dated September 9, 2025 Matt, In accordance with your request, TGR Geotechnical, Inc. (TGR) is providing this letter regarding infiltration of stormwater at the subject site. Per our review of previous geotechnical reports and maps, the subject site is underlain by up to 28 feet of compacted fill (afc) within the eastern portion of the subject site and up to 60 feet of uncontrolled fill (afu) within the western portion associated with former quarry. Fill materials compacted to 90 percent relative compaction have typically low infiltration rates and are not suitable for stormwater infiltration. Infiltration of storm water into the uncontrolled fill could cause significant ground settlement. As such, stormwater infiltration is considered infeasible at the site with the existing compacted fill as well as the uncontrolled fill area. If you have any questions regarding this letter, please do not hesitate to contact this office. We appreciate this opportunity to be of service. Respectfully submitted, TGR GEOTECHNICAL, INC. Prakash Khanal, MS, PE C 94431 Project Engineer Sanjay Govil, PhD, PE, GE 2382 Edward L Burrows, MS, PG, CEG 1750 Principal Geotechnical Engineer Principal Engineering Geologist Distribution: (1) Addressee September 9, 2025 Project No. 25-8074 DLJ Fontana LLC 9895 Double R Blvd. Reno, NV 89521 Attention: Matt Englhard, President Subject: Geotechnical Report, Proposed Almond Avenue Trailer Yard, 9822 Almond Ave (APN 0234-061-04), Fontana, California. Matt, In accordance with your request and authorization, TGR Geotechnical, Inc. (TGR) has completed our geotechnical report for the proposed development at the subject site. SITE DESCRIPTION AND PROPOSED PROJECT DEVELOPMENT The subject site is located at west side of Almond Avenue, approximately 700 feet south of intersection of Almond Avenue and San Bernardino Avenue (Figure 1) in City of Fontana, California. The area of the proposed trailer yard is an unimproved parcel of land, approximately 9.49 acres in size. The proposed development consists of a graded base trailer yard, an approximately 1,248 sq ft prefabricated office building, trash enclosure etc. SCOPE OF SERVICES Our scope of work included performing the following tasks: • Review of readily available geotechnical documents for the site. • Site visit to observe current site conditions. • Preparation of this pavement recommendation report. SITE RECONNAISSANCE A site reconnaissance was performed on February 21, 2025 by members of our firm who observed current site conditions. The site is covered in most areas by aggregate base and is currently occupied by few concrete debris stockpiles, concrete “K” rails and other miscellaneous items. 25-8074 Page 2 DOCUMENT REVIEW The following previous geotechnical reports were reviewed for the subject site. Richard Mills Associates (1986) The subsurface evaluation consisted of six (6) test holes to a maximum depth of 11 feet with a backhoe using a 24-inch-wide bucket. The test holes were excavated into alluvium at the base of the quarry. The report indicates that the site contained a closed depression and that the property had been used as a borrow site during construction of the nearby I-10 Freeway (circa 1955). Richard Mills Associates (1988) A Soil Grading Report prepared by Richard Mills Associates documents placement of compacted fill within the eastern side of the quarry extending from Almond Avenue to about 250 feet to the west. A descending slope is shown on a map in the report extending from 250 to 292 feet west of Almond Avenue. The maximum depth of fill placed during grading was reported to be 28 feet. The Mills report states that fill soils consisted of onsite and imported soils. A table of field density tests shows that the fill was compacted to at least 90% relative compaction. RMA Group (2017) A geotechnical investigation was performed at the subject site to estimate depths of uncontrolled fill dumped in a former quarry. The investigation consisted of estimating depths of uncontrolled fill within the site using available information and geophysical methods. The seismic refraction data indicated that the contact between the uncontrolled fill and underlying geologic units slopes downward from all sides and that maximum depth of the uncontrolled fill within the site is on the order of 60 feet. Based on the results of the investigation, the uncontrolled fill in its current condition is not suitable for support of structures due to its method of placement, the type of materials placed and the potential for significant future ground settlement. FINDINGS Geology Regional Geologic Setting The project site is located in the northwest portion of the Fontana 7.5-minute quadrangle, Riverside and San Bernardino Counties, California (Morton, D.M., 2003). Per the Geologic Map, the site is underlain by young alluvial fan deposits consisting of unconsolidated cobbly and bouldery alluvium of Lytle Creek fan. Figure 2 presents the Regional Geology Map. Earth Units Based on the review of reference reports, the subject site is underlain by uncontrolled fill (afu), and compacted fill (afc). The approximate contact between afu and afc are shown on the enclosed Geotechnical Map (Plate 1). 25-8074 Page 3 Groundwater The project site has an approximate elevation of 1068 feet (NAVD 88). A review of the California Water Data Library groundwater data from wells indicates that the seasonal high groundwater in nearest Station 340935N1174885W001 (approximately 1 mile north of subject site) between 10/25/1925 to 03/01/2022 was 309.4 ft below ground surface elevation of 1164.7 ft above NAVD88. The seasonal high groundwater in Station 340481N1174911W001 recorded between 01/07/2000 to 03/26/2025 was 225.15 feet below ground surface elevation (NAVD88 ft) of 935 feet. This station is approximately 2 miles south from the site. Figure 3 presents the Groundwater Monitoring Well Location Map. Seasonal and long-term fluctuations in the groundwater may occur as a result of variations in subsurface conditions, rainfall, run-off conditions and other factors. Therefore, variations from our observations may occur. Static groundwater is not anticipated to impact the proposed development. Static groundwater is not anticipated to impact the proposed development. Seismic Review Faulting and Seismicity The subject site, like the rest of Southern California, is located within a seismically active region as a result of being located near the active margin between the North American and Pacific tectonic plates. The principal source of seismic activity is movement along the northwest- trending regional faults such as the San Andreas, San Jacinto and Elsinore fault zones. These fault systems produce approximately 5 to 35 millimeters per year of slip between the plates. We consider the most significant geologic hazard to be the potential for moderate to strong seismic shaking that is likely to occur at the subject site. The subject site is located in the highly seismic Southern California region within the influence of several faults that are considered to be Holocene-active, pre-Holocene or age-undetermined faults. A Holocene-active fault is defined by the State of California as a fault that has exhibited surface displacement within the Holocene time (about the last 11,700 years). A pre-Holocene fault is defined by the State as a fault whose history of past movement is older than 11,700 years ago and does not meet the criteria for a Holocene-active fault. An age-undetermined fault is defined by the State as a fault where the recency of fault movement has not been determined. These Holocene-active, pre-Holocene and age-undetermined faults are capable of producing potentially damaging seismic shaking at the site. It is anticipated that the subject site will periodically experience ground acceleration as the result of small to moderate magnitude earthquakes. Other Holocene-active, pre-Holocene and age-undetermined faults without surface expression (blind faults) that are not currently zoned and may be capable of generating an earthquake are known to be present in the region. The subject site is not included within any Earthquake Fault Zones as created by the Alquist - Priolo Earthquake Fault Zoning Act (CGS, 2018). Our review of geologic literature pertaining to the site area indicates that there are no Holocene-active, pre-Holocene or age-undetermined faults located within or immediately adjacent to the subject property. 25-8074 Page 4 The nearest fault to the subject site is an unnamed inferred fault near Fontana mapped approximately 0.6 miles southeast of the site. Other nearby faults include the Red Hill-Etiwanda Avenue fault mapped approximately 5.4 miles to the northwest of the site, the Sierra Madre fault zone (Cucamonga section) mapped approximately 5.9 miles to the northeast of the site, the San Jacinto fault (San Bernardino Valley section) mapped approximately 6.8 miles to the southeast of the site. The Regional Fault Map, Figure 4, shows the location of the subject site in respect to the regional faults. Secondary Seismic Hazards Surface Fault Rupture and Ground Shaking Since no known faults are located within the site, surface fault rupture is not anticipated. However, due to the proximity of Holocene-active, pre-Holocene or age-undetermined faults, severe ground shaking should be expected during the life of the proposed structures. Liquefaction Liquefaction is a seismic phenomenon in which loose, saturated, fine-grained granular soils behave similarly to a fluid when subjected to high-intensity ground shaking. Liquefaction occurs when these ground conditions exist: 1) Shallow groundwater; 2) Low density, fine, clean sandy soils; and 3) High-intensity ground motion. Effects of liquefaction can include sand boils, settlement and bearing capacity failures below foundations. A review of the Geologic Hazard Overlay Map, San Bernardino County Land Use Plan (Figure 5) indicates that the subject site is not located in an area identified as having a potential for soil liquefaction. Seismically Induced Settlement Ground accelerations generated from a seismic event can produce settlements in sands or in granular earth materials both above and below the groundwater table. This phenomenon is often referred to as seismic settlement and is most common in relatively clean sands, although it can also occur in other soil materials. Due to the absence of shallow groundwater, the potential for seismic settlement is negligible. Earthquake Induced Landsliding Earthquake induced landsliding involve downhill motion of earth materials during or subsequent to earth shaking. Historically, landslides triggered by earthquakes have been a significant cause of damage. Areas that are most susceptible to earthquake-induced landslides are areas with steep slopes in poorly cemented or highly fractured bedrock, areas underlain by loose, weak soil, and areas on or adjacent to existing landslide deposits. Based on a review of the Geologic Hazard Overlay Map, San Bernardino County Land Use Plan, this property is not located within a mapped zone of landsliding (Figure 5). Based on the above and the relatively flat topography of the surrounding area, the general landslide susceptibility is considered to be negligible. 25-8074 Page 5 Lateral Spreading Seismically induced lateral spreading involves primarily movement of earth materials due to earth shaking. Lateral spreading is demonstrated by near-vertical cracks with predominantly horizontal movement of the soil mass involved. The topography in the vicinity of the subject site is relatively flat. Therefore, the potential for lateral spreading at the subject site is considered very low. RECOMMENDATIONS Seismic Design Parameters When reviewing the 2022 CBC the following parameters should be incorporated into the design. The Site Class is based on site soil conditions per Section 11.4.3 of the ASCE 7-16. It is our opinion Site Class D- Stiff is the most appropriate based on-site soil conditions. Parameter Value Latitude (degree) 34.07288 Longitude (degree) -117.49415 Site Class (ASCE 7-16 Section 11.4.3) D- Stiff Site Coefficient, Fa (CBC Table 1613A.2.3 (1)) 1.0 Site Coefficient, Fv (CBC Table 1613A.2.3 (1)) 1.7 Mapped Spectral Acceleration at 0.2-sec Period, Ss (CBC Section 1613A.2.1) 1.781 g Mapped Spectral Acceleration at 1.0-sec Period, S1 (CBC Section 1613A.2.1) 0.664 g Spectral Acceleration at 0.2-sec Period Adjusted for Site Class, SMS (CBC Section 1613A.2.3) 1.781 g Spectral Acceleration at 1.0-sec Period Adjusted for Site Class, SM1 (CBC Section 1613A.2.3) 1.129 g Design Spectral Acceleration at 0.2-sec Period, SDS (CBC Section 1613A.2.4) 1.187 g Design Spectral Acceleration at 1.0-sec Period, SD1 (CBC Section 1613A.2.4) 0.753 g Seismic Response Coefficient (Cs) ASCE 7-16 Per 12.8-6 Mapped MCEG, Peak Ground Acceleration, PGA 0.759 g Site Coefficient for Mapped MCEG, FPGA 1.1 Site Modified Peak Ground Acceleration, PGAM 0.834 g In general, ASCE 7-16 Section 11.4.8 requires site-specific hazard analysis for structures on Site Class D for values of S1 greater than or equal to 0.2 g. When using Equivalent lateral Force (ELF) and Modal Response Spectrum Analysis (MRSA), the ASCE 7-16 Section 11.4.8 Item 1 exception shall be utilized. Increasing SM1 by 50% in Eq. (11.4-2) results in an increase in the 25-8074 Page 6 value of SD1 determined by Eq. (11.4-4) by 50%. These increased values of SM1 and SD1 are to be used for all applications of these parameters throughout the Standard, including for the formulation of the design response spectrum where a design response spectrum is needed per this standard. It should be noted that the 50% increase in SD1 also increases Ts by 50% resulting in an extension of the acceleration-controlled plateau of the design response spectrum. Cs is determined in accordance with Eq. (12.8-6). Conformance to the criteria presented in the above table for seismic design does not constitute any type of guarantee or assurance that significant structural damage or ground failure will not occur during a large earthquake event. The intent of the code is “life safety” and not to completely prevent damage of the structure, since such design may be economically prohibitive. Foundation Design Recommendations The proposed office building may be supported on continuous and/or spread footings. An allowable bearing pressure of 2000 pounds per square foot may be used in the design. These recommendations assume that the footings will be supported on a minimum of three (3) foot of engineered fill below the bottoms of footings and shall be observed by TGR. The exposed bottom shall be approved by the geotechnical engineer prior to placement of fill. All shallow foundations should extend a minimum of twenty-four (24) inches below the lowest adjacent grade. The minimum recommended footing width is twelve (12) inches for continuous footing and twenty-four (24) for pad footings. A minimum reinforcement of two (2) No. 4 steel bar top and two (2) No. 4 steel bar bottom is required for continuous footings from a geotechnical viewpoint. Foundation design details such as concrete strength, reinforcements, etc should be established by the Structural Engineer. A one-third (1/3) increase on the aforementioned bearing pressure may be used in design for short-term wind or seismic loads. The total and differential static settlement is anticipated to be 1 inch and 0.5 inch or less over 60 feet, respectively. Resistance to lateral loads including wind and seismic forces may be provided by frictional resistance between the bottom of concrete and the underlying fill soils and by passive pressure against the sides of the foundations. A coefficient of friction of 0.4 may be used between concrete foundation and underlying soil. The recommended passive pressure of the engineered fill may be taken as an equivalent fluid pressure of 280 pounds per cubic foot (2,800 psf max). Footing located near property lines where the lateral removal cannot be achieved shall be designed for a reduced bearing capacity of 1,500 pounds per square foot and the passive resistance shall be ignored. Slab-On-Grade The thickness and reinforcement of the slab shall be designed by the structural engineer per the 2022 California Building Code and should include the anticipated loading condition (forklift etc.), the anticipated use of the building and the expansion index of the soil. The subgrade material should be compacted to a minimum of ninety (90) percent of the maximum laboratory dry density at near optimum moisture content to a minimum depth of three (3) feet. 25-8074 Page 7 For moisture sensitive flooring, the floor slab should be underlain by minimum 15-mil impermeable polyethylene membrane (Stego Wrap, Moistop Plus, or any equivalent meeting the requirements of ASTM E1745, Class A rating) as a capillary break. Sand may be placed above and below the impermeable polyethylene membrane at the discretion of the project structural engineer/concrete contractor for proper curing and finish of the concrete slab-on- grade and protection of the membrane and is considered outside the scope of geotechnical engineering. Preliminary Pavement Design The Caltrans method of design was utilized to develop the following pavement section. The section was developed based on an assumed “R-Value” of 50 for compacted site subgrade soils. Traffic indices of 6.5 were assumed for use in developing graded base pavement section. The traffic indices are subject to approval by controlling authorities and shall be approved by the project civil engineer. Pavement Utilization Traffic Index Aggregate Base (Inch) Truck Parking-CAB 6.5 12.0 Truck Parking-CMB 6.5 14.0 Aggregate base material for Asphalt Pavement should consist of CAB/CMB complying with the specifications in Section 200.2.2/200.2.4 of the current “Standard Specifications for Public Works Construction” and should be compacted to at least ninety-five (95) percent of the maximum dry density per ASTM D1557. The surface of the base should exhibit a firm and unyielding condition just prior to the placement of asphalt concrete paving. The pavement subgrade shall be compacted to a minimum depth of two (2) feet at a minimum of ninety-five (95) percent relative compaction at near optimum moisture content per ASTM D1577. The R-value and the associated pavement section should be confirmed at the completion of site grading. Long-Term Site Settlement General The limits of the undocumented fill presented on Plate 1 may undergo significant settlement over time. Paving The presence of the undocumented fill, which will continue to consolidate and/or decompose over time will result in short pavement life and the need to provide regular maintenance. 25-8074 Page 8 Utilities It is anticipated that, due to the likelihood of significant settlement of the site surface due to consolidation and decomposition of the undocumented fill materials, the gravity flow utilities, such as sewer, storm drain pipes as well as other utility lines, such as water, gas, and electric lines shall be designed with sufficient flexibility to accept potentially large differential settlement over a period of time. Site Development Recommendations General During earthwork construction, all site preparation and the general procedures of the contractor should be observed, and the fill selectively tested by a representative of TGR. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. During demolition of the existing buildings, large concrete slab and associated site work, voids created from removal of buried elements (footings, pipelines, septic pits, etc.) shall be backfilled with engineered fill (minimum 90% relative compaction per ASTM D1557) under the observation of TGR. Grading All grading should conform to the guidelines presented in the California Building Code (2022 edition), except where specifically superseded in the text of this report. Prior to grading, TGR’s representative should be present at the pre-construction meeting to provide grading guidelines, if needed, and review any earthwork. Oversize particles may be encountered during grading. All particles greater than 4-inches shall be removed and disposed offsite. It is recommended that the upper 3 feet of onsite soils within the proposed prefabricated building and 2 feet of onsite soils within the pavement areas be removed and recompacted to 90 percent relative compaction as determined by ASTM D1557. Site soils could be reused as engineered fill provided they are free of oversized particles and the recommendations presented in this report are implemented. Exposed bottoms should be scarified a minimum of 6-inches, moisture conditioned to near optimum moisture and compacted to a minimum ninety (90) percent relative compaction. Subsequently, site fill soils should be re-compacted to a minimum of ninety (90) percent relative compaction at near optimum moisture content. The lateral extent of removals beyond the footing limits should be equal to at least 2 feet, where possible. During earthwork construction, all site preparation and the general procedures of the contractor should be observed, and the fill and base selectively tested by a representative of TGR. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. Fill Placement Prior to any fill placement TGR should observe the exposed surface soils. The site soils may be re-used as engineered fill provided, they are free of organic content and particle size greater than 4-inches. All particles greater than 4-inches shall be removed and disposed offsite. Fill shall be moisture-conditioned to near optimum moisture content and compacted to a minimum relative compaction of ninety (90) percent in accordance with ASTM D1557. Any import soils shall be non-expansive and approved by TGR Geotechnical Inc. 25-8074 Page 9 Compaction Prior to fill placement, the exposed surface should be scarified to a minimum depth of six (6) inches, fill placed in six (6) inch loose lifts, moisture conditioned to near optimum moisture content, and compacted to a minimum relative compaction of ninety (90) percent in accordance with ASTM D 1557. Geotechnical Observation/Testing During Construction Per sections 1705.6 and table 1705.6 of the 2022 California Building Code, periodic special inspection shall be performed to: • Verify excavations are extended to the proper depth and have reached proper material; • Verify classification and test compacted materials; and • Prior to placement of compacted fill, inspect subgrade and verify that the site has been prepared properly Per sections 1705.6 and table 1705.6 of the 2022 California Building Code, continuous special inspection shall be performed to: • Verify use of proper materials, densities and lift thickness during placement and compaction of compacted fill. The geotechnical consultant should also perform observation and/or testing at the following stages: • During any grading and fill placement; • During placement of aggregate base; • When any unusual soil conditions are encountered during any construction operation subsequent to issuance of this report. CLOSURE This report has been prepared for the exclusive use of the specific client and their design consultants. No portion of this report may be used by other parties or for other purposes. The findings contained in this report are based upon our site visit and review of the referenced reports. As part of the engineering analysis, it has been assumed, and is expected, that the geotechnical conditions, which exist across the site, are similar to those presented in the referenced report. Our findings were obtained in accordance with currently accepted professional engineering principles and local practice in the field of geotechnical engineering and reflect our best professional judgment. We make no other warranty, either express of implied. If you have any questions regarding this report, please do not hesitate to contact this office. We appreciate this opportunity to be of service. 25-8074 Page 10 Respectfully submitted, TGR GEOTECHNICAL, INC. Prakash Khanal, MS, PE C 94431 Project Engineer Sanjay Govil, PhD, PE, GE 2382 Edward L Burrows, MS, PG, CEG 1750 Principal Geotechnical Engineer Principal Engineering Geologist Attachments: Plate 1 –Geotechnical Map Figure 1 – Site Location Map Figure 2 – Regional Geology Map Figure 3 – Groundwater Monitoring Well Location Map Figure 4 – Regional Fault Map Figure 5 – Geologic Hazard Overlay Map Appendix A – References Distribution: (1) Addressee afu: uncontrolled fill GEOTECHNICAL MAP 9822 ALMOND AVENUE (APN 0234-061-004) FONTANA, CALIFORNIA PLATE 1 PROJECT NO. 25-8074 afc afc afu afu afc: compacted fill Approximate geologic contact 60 60 28 28 EXPLAINATION 28 Approximate depth of Compacted fill 60 Approximate depth of Undocumented fill SITE LOCATION MAP 9822 ALMOND AVENUE (APN 0234-061-004) FONTANA, CALIFORNIA FIGURE 1 PROJECT NO. 25-8074 SITE APN 0234- 061-004 Morton, D.M., 2003, Preliminary geologic map of the Fontana 7.5' quadrangle, Riverside and San Bernardino Counties, Californi a, U.S. Geological Survey, Open-File Report OF-2003-418, 1:24,000. FIGURE 2 PROJECT NO. 25-8074REGIONAL GEOLOGY MAP 9822 ALMOND AVENUE (APN 0234-061-004) FONTANA, CALIFORNIA SITE FIGURE 3 PROJECT NO. 25-8074GROUNDWATER MONITORING WELL LOCATION MAP 9822 ALMOND AVENUE (APN 0234-061-004) FONTANA, CALIFORNIA SITE ~ 1 mile ~ 2 mile 1 Mile FIGURE 4 PROJECT NO. 25-8074 Modified From: Jennings, C. W., 2010, Fault Activity Map of California and Adjacent Areas, California Division of Mines and Geology, Geologic Data Map Series, No. 6, Scale 1:750,000. REGIONAL FAULT MAP 9822 ALMOND AVENUE (APN 0234-061-004) FONTANA, CALIFORNIA SITE FIGURE 5 PROJECT NO. 25-8074 Modified From: San Bernardino County Land Use Plan, 2007, General Plan, Geologic Hazard Overlay, Map No. FH29 -C, plotted May 30, 2007. GEOLOGIC HAZARD OVERLAY MAP 9822 ALMOND AVENUE (APN 0234-061-004) FONTANA, CALIFORNIA SITE SITE 25-8074 Page 11 APPENDIX A References Morton, D.M., 2003, Preliminary geologic map of the Fontana 7.5' quadrangle, Riverside and San Bernardino Counties, California, U.S. Geological Survey, Open-File Report OF-2003-418, 1:24,000. International Code Council (ICC), California Building Code, 2022 Edition San Bernardino Land Use Plan, 2010, General Plan, Geologic Hazard Overlay, Map No. FH29- C, plotted May 30, 2007. J.F. Davidson, 1986, Topographic Map and Grading Plan, Almond Avenue Quarry, Fontana, CA. Richard Mills Associates, 1986, Soil Engineering Investigation, Easterly ½ of 20 Acre Site between Banana Street and Almond Street, Fontana Area, San Bernardino County, California, dated October 21, 1986 (Job No. 86-264- 11). Richard Mills Associates, 1988a, Interim Soil Grading Report, Almond Avenue North of Valley Boulevard, Fontana Area, California, dated February 1, 1988 (Job No. 86- 264-21). Richard Mills Associates, 1988b, Soil Engineering Report, 8 Acre Parcel West of Almond Avenue, Fontana, and California, dated June 22, 1988 (Job No. 86-264- 31). RMA Group, Geotechnical Investigation of Former Almond Avenue Quarry, Phases 1 and 2- Estimation of Uncontrolled Fill Depths Using Available Information and Geophysical Methods, 9822 Almond Avenue (APN 0234-061-04-0000), Fontana, California, Project No: 17-0207-01, dated May 12, 2017