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HomeMy WebLinkAboutParcel Map 20668 WQMP Marriot Fairfield Inn and Suites Project Specific Water Quality Management Plan For: Marriott Fairfield Inn and Suites DEVELOPMENT NO. DESIGN REVIEW NO. PA 05-0232 Prepared for; a+RSJGrCuMG 7S5'Ra3ratr�gpr�ue • C-0-43 8-66C d� F 92DD9 760-4361 Prepared by: - , Massor�randAss&ates'"1 . t frree aw.�,r� 2"'?'3aw ub,.csa�„ems-•tea.._ 29995��rethnology Dr�ue,r'Su�e�� Mina e'ta�°Ca°�e9�363 93���495�30D Michael D. Schweitzer - Engineer of Work RCE 59658, exp. 12-31-07 WQ1v2 Preparatiou/Revision Date: 3uiy 17, 2006, 2006 RATER QUALITY"MANAGEMENT PLAN CHECKLIST • pb ,` Public Works Department NPDES Program �9rro� "t 43200 Business Park Drive, Temecula, CA. The purpose of this checklist is to provide a format for uniform, comprehensive, and well-documented . reviews of project-specific Water Quality Management Plans (WQMPs) submitted by project owners.. The completed checklist should accompany the WQMP and submitted to the City of Temecula. Applicant Name: WRSJG. LLC Parcel/Tract Map Number: 20668 Planning Application Number: PA05-0232 Project Name: Marriott Fairfield Inn and Suites SUMMARY OF WOMP REQUIREMENTS • (PLEASE LIST THE FOLLOWING INFORMATION) Section I. Watershed and Sub-Watershed: Santa Margarita Section H. Land-Use Category (from Initial Checklist): Commercial Section III. Pollutants (expected and potential): Sediment/Turbity' Nutrients; Organic Compounds Trash Oil & Grease Pesticides: Metals Section IV. Exemption Category(A,B,C, or Not Exempt): Category A Section V. Treatment BMP Category(ies): Detention with percolation system Section VI. Party(ies) responsible for BMP maintenance: The Superintendent. WRSJG, LLC Section V L Funding source(s) for BMP maintenance: The Superintendent.WRSJG, LLC NOTES: (a) The WQMP will NOT be accepted unless all of the items requested above and throughout this checklist are completed. (b) Sfy; • Requirement Satisfied? WOMP REQUIREMENT Yes No Not Title'Page Applicable Name of project with Tract.Parcel, or other I.D. number Owner/Developer name, address&telephone number - Consulting/Engineering firm, address&phone number Pre arer's Registered Professional Engineers' Stamp and Signature Date WQMP was prepared Owner's Certification Signed certification statement Table of Contents Complete and includes all figures, Appendices (A-H),and design worksheets Section!1. Project Description (in narrative form Project location � Project size (to the nearest 1/10 acre) Standard Industrial Classification(SIC) Code Description and location of facilities V/ Activities, locations of activities, materials and products to be used and stored for each activity and at each facility, delivery areas, and what kinds of wastes will be enerated • Project watershed and sub-watershed Formation of a Home Owner's Association or Property Owner's Association Additional permits/approvals required for the project including: • State Department of Fish and Game, 1601 Streambed Alteration Agreement; • State Water Resources Control Board, Clean Water Act(CWA) section 401 Water Quality Certification; • US Army Corps of Engineers, CWA section 404 permit; • US Fish and Wildlife,Endangered Species Act section 7 biological opinion; • Municipal Conditions of Approval (Appendix A). Section 11. Site Characterization(in narrative form Land use designation or zoning Current and proposed property use Soils report(Appendix E). (Note: A soils report is required if infiltration BMPs are utilized) Phase 1 Site Assessment or summaries of assessment or remediation (Appendix H) Identification of Receiving waters (including 303(d) listed waters,Designated ✓ beneficial uses, and any RARE beneficial use waters) and their existing impairments • Requirement Satisfied? WQMP REQUIREMENT Yes No Not Applicable Section III. Pollutants of Concern (in narrative form) Potential and expected pollutants from the proposed project ✓ Presence of legacy pesticides,nutrients, or hazardous substances in the site's soils as a ✓ result of past uses Section IV. Hydrologic Conditions of Concern in narrative form) Conditions A, B, or C exempt the WQMP from this section ✓ If the project is not exempt, evaluation of impacts to downstream erosion or stream habitat discharge flow rates, velocities, durations, and volumes from a 2-year and 10- ✓ year,24-hour rainfall event is included Section V. Best Management Practices VI. Site Design BMPsr., �t. m Table 1. Site Design BMPs is complete ✓ Narrative describing the site design BMPs proposed for the project ✓ Narrative describing the site design BMPs that were not applicable and why they ✓ cannot be implemented Narrative describing how each individual BMP proposed for the project will be implemented and maintained, including- inspection and maintenance frequency, ✓ inspection criteria, and the responsible entity or party Site Design BMPs shown on the WQMP Site Plan(Appendix B) V2. Source Control BMPs Oil ars �. Table 2. Source Control BMPs is complete ✓ Narrative describing the source control BMPs proposed for the project ✓ Narrative describing the source control BMPs that were not applicable and why ✓ they cannot be implemented Narrative describing how each individual BMP proposed for the project will be implemented and maintained, including inspection and maintenance frequency, ✓ inspection criteria, and the responsible entity or party Structural source control BMPs shown on the WQMP Site Plan (Appendix B) Copies of Educational Materials (Appendix D) V3. Treatment Control BMPs +� ra:.M � Table 3. Treatment Control BMPs is complete ✓ Narrative describing the treatment control BMPs of medium or high effectiveness proposed for the project ✓ • • WQMP REQUIREMENT Requirement Satisfied? Yes No Not Applicable Narrative describing how each individual treatment control BMP proposed for the project will be implemented and maintained, including locations, sizing criteria, ✓ inspection and maintenance frequency, inspection criteria, long-term 0&M,and the responsible entity or party Treatment Control BMPs shown on the WQMP Site Plan(Appendix B) Copy of the property/project soils report (Appendix E). (Note: This requirement applies only if infiltration-based Treatment Control BMPs are utilized) Calculations for Treatment Control BMPs (Appendix F) V4. Equivalent Treatment Control Alternatives i`3"'r�'� r,.. � i „tik:i Narrative describing equivalent treatment control alternatives ✓ Calculations for Equivalent Treatment Control Alternatives (Appendix F) ✓ V5. Regionally-Based Treatment Control BMPs ` y& MOM Narrative describing regionally-based treatment control BMPs ✓ Calculations for Regionally-Based Treatment Control BMPs(.Appendix F) ✓ Section A.Operation and'Maintenance(O&M)Responsibility for Treatment Control BMPs BMPs requiring 0&M are identified ✓ • Description of O&M activities, the O&M process, and the handling and placement of anv wastes ✓ BMP start-up dates ✓ Schedule of the frequency of O&M for each BMP ✓ Parties responsible for O&M ✓ Notarized proof of the entities responsible for O&M(.Appendix G) ✓ Inspection and record-keeping requirements for BMPs including responsible parties. ✓ Description of water quality monitoring, if required ✓ Section VII. Funding Notarized proof of the funding source(s)for the O&M of each Treatment Control BMP ✓ Appendix A (Section 1) Complete copy of the final Municipal Conditions of Approval Appendix B (Sections l and V) Vicinity Map identifying the project site and surrounding planning areas ✓ Site Plan depicting the following project features: ! 1ww Nnma 05, �ttx' Location and identification of all structural BMPs, including Treatment Control BMPs. Landscaped areas. • Paved areas and intended uses. • Requirement Satisfied? WQMP REQUIREMENT Yes No Not Applicable Number and type of structures and intended uses. (ie: buildings,tenant spaces, dwelling units, community facilites such as pools,recreations facilities, tot lots, etc.) Infrastructure (ie: streets, storm drains,etc.) that will revert to public agency ownership and operation. Location of existing and proposed public and private storm drainage facilities including catch basins and other inlet/outlet structures. (Existing and proposed drainage facilities should be clearly differentiated.) Receiving Waters locations that the project directly or indirectly discharges into. Discharge points where onsite or tributary offsite flows exit the site. Proposed drainage areas boundaries, including tributary offsite areas, for each ✓ location where flows exit the site. (Each tributary area should be clearly denoted.) Pre- and post-project topography. Appendix C (Section IV) Supporting engineering studies,calculations, reports, etc. Appendix D (Section V) Educational materials proposed in implementing the project-specific WQMP Appendix E (Sections Il and V) " • Summary of Soils Report information if infiltration BMPs are proposed Appendix F (Section V) Treatment Control BMP sizing calculations and design details Appendix G (Sections I and VI) CC&Rs, Covenant and Agreements, or other mechanisms used to ensure the ongoing operation, maintenance, funding, and transfer of the WQMP requirements Appendix H (Section 11) Summary of Environmental Site Assessment,Remediation,and Use Restrictions. (End of Checklist) • Water Quality Management Plan (WQMP) MARRIOTT FAMFIELD INN AND SUITES OWNER'S CERTIFICATION This project-specific Water Quality Management Plan (WQMP)has been prepared for: WRSJG, LLC. by Masson and Associates, Inc, for the project known as Marriott Fairfield Inn and Suites. This WQMP is intended to comply with the requirements of The City of Temecula for Development No. PA05-0232 , which includes the requirement for the preparation and implementation of a project-specific WQMP. The undersigned, while owning the property/project described in the preceding paragraph, shall be responsible for the implementation of this WQMP and will ensure that this WQMP is amended as appropriate to reflect up-to-date conditions on the site. This WQMP will be reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and service contractors, or any other party (or parties) having responsibility for implementing portions of this WQMP. At least one copy of this WQMP will be maintained at the project site or project office in perpetuity, The undersigned is authorized to certify and to approve implementation of this WQMP. The undersigned is aware that implementation of this WQMP is enforceable under The City of Temecula's NPDES Ordinance (Municipal Code Section 8.28.500). If the undersigned transfers its interest in the subject property/project, its successor in interest the • undersigned shall notify the successor in interest of its responsibility to implement this WQMP. "I certify under penalty of law that the provision of this WQMP have been reviewed and accepted and that the WQMP will be transferred to future successors in interest." OwneSignaNre Date WR81G.LLC r,4C!7 Owner's Printed Name Owner's Title/Position 756 40j tiee' uC 760-438-6661 • July 17,2006 I ' d 9961 ' �P auk oossy uosseW W,jg9 : 6 900Z ' 61 I CRAWFOI,D O SUITES July 21, 2006 Temecula Water District Temecula, CA 92589 Re: BMPs in Perpetuity To Whom It May Concern: WRSJG, LLC owner and operator of the Marriott Fairfield Inn & Suites, located at 27416 Jefferson Avenue, Temecula, CA. will be responsible for the operation & maintenance of The BMPs. Sincerely, William C. Herrick CEO • 755 Raintree Drive,Suite 200 Carlsbad,CA 92009 ■ (760)438-6661 ■ Fax: (760)431-9212 • JURAT State of California County of 401-,1a _ Subscribed and sworn to (or affirmed) before me on this to day of .20 06 by personally known to me tte€astery+ evk[em-k to be the person(2r) who appeared before me. AMdNE .1E61 t ' Commhgon i 14502E6 • Nofty Pu6Eo CONDMib _ !WI Olepo CourNy @,MVC&=.b"ftDW23,2W (seal) Signature �« Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Contents Section Page I PROJECT DESCRIPTION A-1 II SITE CHARACTERIZATION A-4 III POLLUTANTS OF CONCERN A-5 IV HYDROLOGIC CONDITIONS OF CONCERN A-6 V BEST MANAGEMENT PRACTICES V.1 Site Design BMPs A-7 V.2 Source Control BMPs A-11 V.3 Treatment Control BMPs A-12 V.4 Equivalent Treatment Control Alternatives A-15 V.5 Regionally-Based Treatment Control BMPs A-15 VI OPERATION AND MAINTENANCE RESPONSIBILITY FOR TREATMENT A-16 • CONTROL BMPs VII FUNDING A-17 APPENDICES A. CONDITIONS OF APPROVAL B. VICINITY MAP AND SITE PLAN C. SUPPORTING DETAIL RELATED TO HYDRAULIC CONDITIONS OF CONCERN (IF APPLICABLE) D. EDUCATIONAL MATERIALS E. SOILS REPORT (IF APPLICABLE) F. TREATMENT CONTROL BMP SIZING CALCULATIONS AND DESIGN DETAILS G. AGREEMENTS — CC&RS, COVENANT AND AGREEMENTS AND/OR OTHER MECHANISMS FOR ENSURING ONGOING OPERATION, MAINTENANCE, FUNDING AND TRANSFER OF REQUIREMENTS FOR THIS PROJECT-SPECIFIC WQMP • A-i July 17, 2006 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • L Project Description The City of Temecula's Water Quality Management Plan and Discharge Control Ordinance (Temecula Municipal Code Chapter 8.28, amended), provides for the regulation and reduction of pollutants discharged into the waters of the United States by extending the National Pollutant Discharge Elimination System (NPDES) requirements to storm water and urban runoff discharged into municipal storm drain systems. This project-specific Water Quality Management Plan (WQMP) has been developed to demonstrate and assure compliance with the City and National requirements from the proposed improvements for the Marriott Fairfield Inn and Suites. Best Management Practices (BMPs) will be implemented to address immediate and perpetual issues of storm water quality. The plan for this project is also intended to ensure the effectiveness of the BMPs through proper maintenance that is based on long-term fiscal planning. This WQMP is subject to revisions as needed by the engineer. The proposed project development is to construct and operate a three story, 47,897 s.f. hotel with'94 units, on a vacant 1.71 acres (see Site Plan on Appendix 'B�. The project will consist of asphalt pavement (approximately 30,492 s.f.), 75 parking stalls, 7 motorcycle stalls, curb and gutter, excavation, re-compaction and miscellaneous grading operations, storm drain, sewer and water installation, together with the installation of dry utilities. The project will be constructed in a developed area and approximately 225 feet east of Jefferson Avenue. The site • will generate oil, grease, nutrients, sediments, metals, trash & debris which will be captured by landscape (approximately 14,941 s.f.) trees, shrubs, vines, ground covers, gutters that will leads to the two (2) detention basins (see Site Plan on Appendix 'B�. Project Owner: WRSJG, LLC. 755 Raintree Drive Carlsbad, CA 92009 Telephone: 760-438-6661 WQMP Preparer. Masson andeAssociates; Inc: 29995 Tecl'nology�Driye, Suite;202 Murneta,,Ca 92563 951-445-4300 Ryan Waufle Project Designer Project Site Address: 27416 Jefferson Ave. • Planning Area/ Community Name: COMMERCIAL 1 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • APN Number(s): 910-310-011 Thomas Bros, Map: Page 958, Grid No. G-4, 2006 Edition Project Watershed: Santa Margarita River Hydrologic Unit — Region 9, hydro Unit 02 Sub-watershed: Hydrologic Subarea — HSA 902.51 Project Site Size: 1.70 acres Standard Industrial Classification (SIC) Code: 7011 Formation of Home Owners' Association (HOA) or Property Owners Association (PDA): Y • Location of Facilities The proposed project is located at the SE corner of Winchester and Jefferson in Temecula, CA. The property consists of 1 lot with two access points along Jefferson. 80% of the site is currently undeveloped and contains a flat dirt pad. Activities and Location of Activities Operation and Maintenance: The arrival and exit of employees, customers, and deliveries of small packages will be the major activities on the site once the project is in full operation. These operations will be contained within the developed property. Materials Storage and Delivery Areas There will be no outside storage for this facility. Most of the deliveries will be done in the front desk of the hotel. Wastes Generated by Project Activities The following wastes are expected to be generated once the facility is in operation: sediment/turbidity, nutrients, trash, debris, pesticides, metals, oil and grease. • 2 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Additional Permits/Approvals required for the Project AGENCY Permit required (yes or no) State Department of Fish and Game, 1601 Streambed No Alteration Agreement State Water Resources Control Board, Clean Water Act No (CWA) section 401 Water Quality Certification US Army Corps of Engineers, CWA section 404 permit No US Fish and Wildlife, Endangered Species Act section 7 No biological opinion SWRCB General Construction Permit Yes City of Temecula Grading Permit Yes • City of Temecula Building Permit Yes • 3 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • At the conclusion of this report appear eight (8) appendices. The following paragraphs describe the contents of each appendix. Appendix A: 1. Complete copy of the final Conditions of Approval. Appendix B: 1. A Vicinity Map identifying the project site and surrounding planning areas in sufficient detail to allow the project site to be plotted on Co-Permittee base mapping; 2. A Site Plan for the construction phase of the project. The plan depicts the BMPs to be utilized during construction. 3. A Site Plan for the project. The Site Plan included depicts the following project features: • Location and identification of all structural BMPs, including Treatment Control BMPs; • Landscaped areas; • Paved areas and intended uses (i.e., parking, outdoor work area, outdoor • material storage area, sidewalks, patios, tennis courts, etc.); • Number and type of structures and intended uses (i.e., buildings, tenant spaces, dwelling units, community facilities such as pools, recreation facilities, tot lots, etc.); • Infrastructure (i.e., streets, storm drains, etc.) that will revert to public agency ownership and operation; • Location of existing and proposed public and private storm drainage facilities (i.e., storm drains, channels, basins, etc.), including catch basins and other inlets/outlet structures. Existing and proposed drainage facilities should be clearly differentiated; • Location(s) of Receiving Waters to which the project directly or indirectly discharges; • Location of points where onsite (or tributary offsite) flows exit the property/project site; • Proposed drainage areas boundaries, including tributary offsite areas, for each location where flows exits the property/project site; (NOT APPLICABLE) • Pre- and post-project topography. • 4 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Appendix C: 1. Hydraulic Conditions of Concern — Supporting detail Appendix D: 1. Educational Materials Appendix E: 1. Soils Report Appendix F: 1. Treatment Control BMP sizing calculations and design details Appendix G: 1. Copies of CC&Rs, Covenant and Agreements, and/or other mechanisms used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project-specific WQMP requirements. • • 5 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES II. Site Characterization Land Use Designation or Zoning: Current: Commercial Proposed: Commercial Current Property Use: Undeveloped Proposed Property Use: Commercial Availability of Soils Report: Yes Phase 1 Site Assessment: Yes Receiving Waters for Urban Runoff from Site Receiving Waters 303(d) List Designated Beneficial Proximity to RARE Impairments Uses Beneficial Use MUN AGR IND PRO• Murrieta Creek Phosphorus GWR GWR N/A REC-2 WARM WILD MUN AGR IND PROC Upper Santa phosphorus GWRREC- 10 Miles from Murrieta Margarita REC-2 Creek WARM COLD WILD RARE • 6 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • MUN AGR IND Lower Santa PROC 20 Miles from upper Margarita Phosphorus REC-1 SMR REC-2 WARM WILD RARE REC-1 REC-2 EST Santa Margarita Eutrophic WILD 28 Miles from Lower River Estuary RARE SMR MAR MIGR SPWN • • 7 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES III. Pollutants of Concern Potential pollutants associated with Urban Runoff from the proposed project have been identified using Exhibit B of the Riverside County WQMP. Pertinent pages from this reference have been included in Appendix C and serve as sources of brief descriptions of typical pollutants associated with Urban Runoff for given types of development (land use). This project is considered for use of the reference information to be classified as "Commercial/Industrial Development Project". Phosphorus is the Pollutants of Concern, the presence of legacy pesticides, nutrients, or hazardous substances in the site's soils as a result of past uses and their potential for exposure to Urban Runoff are addressed in this project-specific WQMP. In referring to the website noted in the WQMP guide (www.swrcb.calgov/tmdl/303d lists.html) the Santa Margarita River upper/lower — both impaired were identified for the Receiving Water (copy of 2002 CWA SECTION 303(d) LIST OF WATER QUALITY LIMITED SEGMENTT included in Appendix C as reference). Urban Runoff Pollutants: Receiving Water: Murrieta Creek: 902.52 Commercial/Industrial Development Project • 303(d) Pollutants Land Use Type Listing Expected Potential Trash & Debris Sediment/Turbidity Landscape N Area/Open Area Oil & Grease Hazardous Substance Parking lot and N Commercial Building Nutrients Landscape Area/Open Y Area Organic Compound Landscape N Area/Open Area Oxygen Demanding Landscape N Substances Area/Open Area Bacteria &Viruses Animal Waste N Pesticides Landscape N Area/Open Area Metal Parking lot and N Commercial Building • 0 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES IV. Hydrologic Conditions of Concern Without the institution and maintenance of BMPs, impacts to the hydrologic regime resulting from the Project may include increased runoff volume and velocity; reduced infiltration; increased flow frequency, duration, and peaks; faster time to reach peak flow; and water quality degradation. Additionally, changes could also result in the reduction in the amount of available sediment for transport; and storm flows could fill this sediment-carrying capacity by eroding the downstream channel. These changes have the potential to permanently impact downstream channels and habitat integrity. A change to the hydrologic regime of a Project's site would be considered a hydrologic condition of concern if the change would have a significant impact on downstream erosion compared to the pre-development condition or have significant impacts on stream habitat, alone or as part of a cumulative impact from development in the watershed. However, runoff from this Project will be treated on-site and then discharged directly to a publicly-owned, operated and maintained MS4. The discharge will be in full compliance with Co-Permittee requirements for connections and discharges to the MS4 (including both quality and quantity requirements). Hence, the discharge will not significantly impact stream habitat in proximate Receiving Waters; and the discharge is authorized by the Co-Permittee. In summary, this Project meets the following condition of exemption: CONDITION A; thus, this project-specific WQMP will not address the issue of Hydrologic Conditions of Concern in any • more depth. 2 YEAR 10 YEAR 100 YEAR PRE POST PRE POST PRE POST Q cfs 11.60 0.04 12 0.04 16 0.07 V ft/sec 2.64 0.01 2.72 0.01 3.63 0.02 Area—Ac-ft. 12.1 2.66 12.1 2.66 12.1 2.66 Tc 2.65 0.58 2.75 0.60 3.86 0.85 • 9 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • V. Best Management Practices VA SITE DESIGN BMPS General Discussion The project design minimizes the use of directly connected impervious areas and includes permeable materials as shown on Site Plan. Rooftops, driveway and other impervious surfaces are designed to drain into adjacent landscaping. Rip-rap energy dissipaters will be placed at outlets of culverts and down drains to minimize erosion. In general, the concepts of site design 3MPs have not only been considered in this design but also applied in a practical manner. In accordance with the following table, project proponents have implemented Site Design concepts that achieve each of the following: 1. Minimize Urban Runoff 2. Minimize Impervious Footprint 3. Conserve Natural Areas 4. Minimize Directly Connected Impervious Areas (DCIAs) • In addition, this project has been designed to minimize the potential for erosion. Slopes will be permanently stabilized with landscaping consisting of both native and non-native plants; with native or drought tolerant vegetation as shown on Site Plan. The goal is to achieve plant establishment expeditiously to reduce erosion. The irrigation system for these landscaped areas will be monitored to reduce over irrigation and drainage has been included in the site drainage plan. Pad grading will divert runoff away from buildings toward landscaped areas or curbs. • Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Table I. Site Design BMPs Included Design Technique Specific BMP yes no Concept Site Design Minimize Urban Runoff Conceptf Maximize the permeable area (See Section 4.5.1 of the X WQMP . Incorporate landscaped buffer areas between X sidewalks and streets. Maximize canopy interception and water conservation X by preserving existing native trees and shrubs, and planting additional native or drought tolerant trees and large shrubs. Use natural drainage systems. X Where soils conditions are suitable, use perforated X pipe or gravel filtration pits for low flow infiltration. Construct onsite ponding areas or retention facilities to X increase opportunities for infiltration consistent with vector control objectives. Other comparable and equally effective site design None • concepts as approved by the Co-Permittee (Note: Additional narrative required to describe BMP and how it addresses Site Design concept), • 12 Water Quality Management Plan (WQMP) - MARRIOTT FAIRFIELD Inn AND SUITES Table I. Site Design BMPs (Cont.) Included Design Technique Specific BMP yes no Concept Site Design Minimize Impervious Concept 1 Footprint Maximize the permeable area (See Section 4.5.1 of the X WQMP . Construct walkways, trails, patios, overnow parking X lots, alleys, driveways, low-traffic streets and other low -traffic areas with open-jointed paving materials or permeable surfaces, such as pervious concrete, porous asphalt, unit pavers, and granular materials (see Site Plan). Construct streets, sidewalks and parking lot aisles to X the minimum widths necessary, provided that public safety and a walk able environment for pedestrians are not compromised. Reduce widths of street where off-street parking is N/A available. Minimize the use of impervious surfaces, such as X • decorative concrete, in the landscape design. Other comparable and equally effective site design N/A concepts as approved by the Co-Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept). Site Design Conserve Natural Areas Concept 1 Conserve natural areas (See WQMP Section 4.5.1). N/A Maximize canopy interception and water conservation X by preserving existing native trees and shrubs, and planting additional native or drought tolerant trees and large shrubs. Use natural drainage systems. X Other comparable and equally effective site design N/A concepts as approved by the Co-Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept), • 13 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES Table 1. Site Design BMPs (Cont.) Included Design Technique Specific BMP yes no Concept Site Design Minimize Directly Concept 2 Connected Impervious Areas (DCIAS) Residential and commercial sites must be designed to X contain and infiltrate roof runoff, or direct roof runoff to vegetative swales or buffer areas, where feasible. Where landscaping is proposed, drain impervious X sidewalks, walkways, trails, and patios into adjacent landscaping. Increase the use of vegetated drainage swales in lieu N/A of underground piping or imperviously lined swales. Rural swale system: street sheet flows to vegetated N/A Swale or gravel shoulder, curbs at street corners, culverts under driveways and street crossings. Urban curb/swale system: street slopes to curb; N/A periodic swale inlets drain to vegetated swale/biofilter. Dual drainage system: First flush captured in street N/A catch basins and discharged to adjacent vegetated swale or gravel shoulder, high flows connect directly to • MS4s. Design driveways with shared access, flared (single X lane at street) or wheel strips (paving only under tires); or, drain into landscaping prior to discharging to the MS4. Uncovered temporary or guest parking on private N/A residential lots may be paved with a permeable surface, or designed to drain into landscaping prior to discharging to the MS4. Where landscaping is proposed in parking areas, X incorporate landscape areas into the drainage design. Overflow parking (parking stalls provided in excess of X the Co-Permittee's minimum parking requirements) may be constructed with permeable paving (see Site Plan). Other comparable and equally effective design N/A concepts as approved by the Co-Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept). • 14 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • The specific BMPs implemented to achieve each Site Design concept and a brief explanation for those Site Design concepts follows. 1. Minimize Urban Runoff 1. Maximize the Permeable Area The site plan included in Appendix B demonstrates that this project includes minimized building footprints, porous landscape materials and the addition of drought tolerant trees and shrubs. All of these techniques are considered methods to increase permeability of the area. It will be the responsibility of the property manager to maintain these areas and assure that no trash, debris or other deleterious materials accumulate and hinder the porosity. 2. Landscaped Buffer Areas Buffers have been provided between the parking areas and perimeter sidewalks with grassed/landscaped areas. Additional buffering is provided through the use of landscaped parking medians. All landscaped areas will be maintained by the property manager in a timely manner to assure the health of the plants. • 3. Maximize Canopy Interception The site is currently covered by field grasses and low brush. The development plan includes the addition of drought tolerant trees and large shrubs. As stated above, these plants will be cared for and maintained by the property manager to assure the health and welfare of the site. 4. Natural Drainage Natural drainage systems will not be utilized on this project. , The intent is to best protect the hydrologic zone from run-off of potential pollutants. Drainage will ultimately be taken off-site through the Municipal Separate Storm Sewer System (MS4). 5. Gravel Filtration and Ponding Areas Gravel Filtration will be utilized in the landscape/detention areas. 2. Minimize Impervious Footprint 1. Maximize Permeable Area Please refer to the discussion in item no. 1 above. • 2. Construct Hardscape of Permeable Materials None 15 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 3. Minimize Width of Sidewalks and Parking Aisles Without compromising the safety of customers, pedestrians and shop keepers, the sidewalks and parking areas have been kept as narrow as building codes will permit. The property manager will understand that with such minimized zones it will be imperative that the areas remain free of debris, stored materials or other obstructions. Additionally, the manager will assure that all areas are properly maintained to provide safe and unimpeded access. 4. Reduce Width of Streets No street work is included in this project. 5. Minimize Use of Impervious Surfaces The landscape design for this project maximizes the usage of vegetated area. Moreover, the plan includes the addition of trees and shrubs; items not currently found on the property. 6'. Other In an effort to break up the impervious surface of the parking lots, the medians within the • parking lot have been designed to include landscape zones. As described above, these zones will contain trees, shrubs and other plantings. 3. Conserve Natural Areas 1. Conserve Natural Areas The natural areas will be preserved through the implementation and maintenance of all of the planned BMPs. 2. Maximize Canopy Interception Please'refer to the discussion above regarding this topic. 3. Natural Drainage Please refer to the discussion above regarding this topic. 4. Minimize Directly Connected Impervious Areas 1. Roof Runoff • All roof drainage will be directed to landscaping areas prior to draining to paved surfaces. As discussed in other paragraphs above, the property manager will maintain both the landscaped and paved surfaces on a continuing and frequent basis to assure proper operation of all systems. 16 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 2. Drain Sidewalks Impervious hardscape materials within this project are designed to drain toward landscaped areas and to concrete gutters towards the detention basins. 3. Vegetated Swales Vegetated swales have not been selected for use on this project. Site layout and flow constraints do not allow room for their application. 4. Rural Swales No improvements within the roadway system are included in this project; hence, no use of rural swales has been included. 5. Urban Swales Throughout the project, where impervious materials are used, sheet flows are directed toward curbs and then flow to detention/gravel filtration. The property manager will assure that curb flows and detention/gravel filtration, are not impeded by deleterious • items. 6. Dual Drainage System Dual Drainage Systems will not be utilized on this project. 7. Driveways This is not applicable due to lot layout and existing commercial development S. Temporary Parking This is not applicable since this will be a commercial project. 9. Landscaping in Parking Areas Landscaping planned within the parking areas has been included in the drainage design for the project. 10. Overflow Parking The parking design for this project does not extend beyond the requirements of the City • of Temecula and hence no overflow parking has been included. 17 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • The location of each Site Design BMP is shown on the WQMP Site Plan included in Appendix B. V.2 SOURCE CONTROL BMPs General Discussion Source control BMPs will consist of measures to prevent pollution of site runoff. Landscape design will incorporate native or drought tolerant vegetation where practicable. Trash enclosures will be paved with impervious surfaces, walled and designed not to allow infiltration from adjoining areas. All trash containers will have attached lids to exclude rain. The project will include an irrigation system designed to provide the water requirements for each specific area and employ shut-off devices to prevent over-irrigation during or following rain events. Additionally, flow reducers or shut- off valves triggered by a pressure drop will be employed on all systems to control water loss in the event of a broken sprinkler head or irrigation line. The overall program for the project will include an educational component directed at the contractors during construction and the shop merchants and plaza owner for the operational phase. The owner, contractors and merchants will receive a set of brochures and data sheets explaining the processes and implementations to be utilized to best protect the water quality. Examples of these educational materials appear in Appendix D. Table 2. Source Control BMPs Check One Not If not applicable, state BMP Name Included Applicable brief reason Non-Structural Source Control BMPs Education for Property Owners, Operators, Tenants, Occupants, or Employees X Activity Restrictions X Irrigation System and Landscape Maintenance X Common Area Litter Control X Street Sweeping Private Streets and Parking Lots X Drainage Facility Inspection and Maintenance X Structural Source Control BMPs MS4 Stenciling and Si na e X No MS4 Landscape and Irrigation System Design X Protect Slopes and Channels X Provide Community Car Wash Racks X No such use ex ected Properly Design: • Fueling Areas X No such use expected Air/Water Supply Area Drainage X No such area Trash Storage Areas X Loading Docks X 18 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD ITN AND SUITES . Maintenance Bays X No such area Vehicle and Equipment Wash Areas X No such area Outdoor Material Storage Areas X None designated/expected Outdoor Work Areas or Processing Areas X None designated/expected Provide Wash Water Controls for Food Pre aration Areas X None designated/expected Non-Structural Source Control BMPs • Education: As described briefly above, the owner, contractors and shop merchants will receive educational materials and operation instructions regarding not only the necessary procedures for the BMPs but also the importance of these items. Examples of the materials to be provided are included in Appendix D. • Activity Restrictions: In keeping the establishment a clean environment, vehicle fueling, car washing, and maintenance is strictly prohibited on the area. • Irrigation System: Serving as part of the structure control BMP system, the irrigation and landscaping of the project have been designed to not only provide beauty but also to break up impermeable surfaces while conserving, protecting and treating site water. The owner will be trained in the operation and maintenance of the irrigation system as well as the care and feeding of trees, plants, and shrubs. To be maintained and operated by the service manager. • Common Area Litter Control: Walkway areas within the Marriott Fairfield Inn & Suites will be equipped with trash receptacles. Daily emptying of the receptacles and weekly maintenance of the hard and landscaped areas, customers and employees alike will be provided the impetus to properly dispose of their waste products. To be maintained and operated by bldg. management. • Street Sweeping: Part of the maintenance program for the common and parking areas of the hotel will be sweeping and general clean-up. It will be stressed to the owner that to keep the drainage system working properly, it will be imperative to sweep up the dirt and dust commonly found on pavements and sidewalks by hiring a contractor to do the work in a daily basis. To be maintained and operated by bldg. management. • 19 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Drainage Inspection and Maintenance: During the site training to the owner the inspection and maintenance of the drainage system will be explained. This training will include the recommended inspection frequencies and materials to be used for maintenance. To be maintained and operated by bldg management Structural Source Control BMPs • MS4 Stenciling and Signage: Connection points from the site system to the existing MS4 will be labeled in accordance with the requirements of the City of Temecula. (There is no connection to be done to the MS4 in this project). • Landscape and Irrigation System: Design of these important systems is being performed by licensed professionals. A state of the art system providing plantings of natural and indigenous species as well as an efficient irrigation and drainage system is the goal. Once complete, the owner will receive full instruction in the operation and maintenance of the systems. • Protect Slopes and Channels: • Slopes and channels will be protected throughout the life of the development. The use of porous and vegetative materials will be maximized in the design and construction of these structures. The importance of keeping these items well maintained and groomed will be explained to the owner. • Community Car Wash: The purpose of this project is to,develop a hotel. It is not expected that cars will be washed or maintenance performed within the project area. Hence, no community car was racks are planned. Additionally, car washing will be added to the list of restricted activities, • Trash Storage and Loading Docks: Both of these types of areas are designed to contain any pollutants that may be produced within them and to provide controlled drainage of storm water. Operation and maintenance of these areas will be explained to the owner and to clean the area in a daily basis. • Other Areas: The other areas included in Table 2 such as Fueling Areas and Outdoor Processing Areas are not discussed separately herein as none are planned for this project. Any of these items that • include activities such as vehicle maintenance will be recommended to the owner to be restricted. 20 Water Quality Management Plan (_W QMP) MARRIOTT FAIRFIELD INN AND SUITES • V.3 TREATMENT CONTROL$NIPS General Discussion All runoff in paved areas will seep through impervious paving (Please refer to the Site Plan on Appendix B), flow through landscaped areas prior to permeate to the pavement towards the gutter and all roof drainage will be directed to landscaping areas that will eventually leads to the detention basins. • • 21 Water Quality Management Plan (WQMP) BUTTERFIELD SHOPPING CENTER Table 3: Treatment Control BMP Selection Matrix Treatment Control BMP Categories(9) Vag. Swale Detention Infiltration Basins Wet Sand Water Hydrodynamic Manufactured/ IVeg. Filter Basins(2) & Ponds or Filter or Quality Separator Proprietary Pollutant of Concern Strips Trenches/Porous Wetlands Filtration Inlets Systems(4I Devices Pavement(3)(10) Sediment/Turbidity HIM M HIM HIM HIM L HIM U L for turbidity) Yes/No? Yes X X X Nutrients (Phosphorus) L M HIM HIM LIM L L U Yes/No? I Yes X X X Organic Compounds U U U U HIM L L U Yes/No? Yes X X X Trash & Debris L M U U HIM M HIM U Yes/No? Yes X X X Oxygen Demanding Substances L M HIM HIM HIM L L U Yes/No? Yes X X X Bacteria&Viruses U U HIM U HIM - L L U Yes/No? Yes j. Oils &Grease HIM M U U HIM M LIM U Yes/No? Yes X X X Pesticides (non-soil bound) U U U U U L L U Yes/No? Yes ffmannummmm Metals HIM M I H H H L L U Yes/No? Yes X X X 22 Abbreviations: • L: Low removal efficiency H/M: High or medium removal efficiency U: Unknown removal efficiency Notes, (1) Periodic performance assessment and updating of the guidance provided by this table may be necessary. (2) Includes grass swales,grass strips,wetland vegetation swales, and bioretention. (3) Includes extended/dry detention basins with grass lining and extended/dry detention basins with impervious lining. Effectiveness based upon minimum 36-48-hour drawdown time. (4) Includes infiltration basins, infiltration trenches, and porous pavements, (5) Includes permanent pool wet ponds and constructed wetlands, (6) Includes sand filters and media filters. (7) Also known as hydrodynamic devices, baffle boxes, swirl concentrators,or cyclone separators. (8) Includes proprietary stormwater treatment devices as listed in the CASQA Stormwater Best Management Practices Handbooks, other stormwater treatment BMPs not specifically listed in this WQMP, or newly developed/emerging stormwater treatment technologies. (9) Project proponents should base BMP designs on the Riverside County Stormwater Quality Best Management Practice Design Handbook, However, project proponents may also wish to reference the California Stormwater BMP Handbook — New Development and Redevelopment (www.cabmohandbooks.com). The Handbook contains additional information on BMP operation and maintenance. (10) Note: Projects that will utilize infiltration-based Treatment Control BMPs (e.g., Infiltration Basins, Infiltration Trenches, Porous Pavement) must include a copy of the property/project soils report as Appendix E to the project-specific WQMP. The selection of a Treatment Control BMP (or BMPs) for the project must specifically consider the effectiveness of the Treatment Control BMP for pollutants identified as causing an impairment of Receiving Waters to which the project will discharge Urban Runoff. • Supporting engineering calculations for QBMp and/or VBMP, and Treatment Control BMP design details are included in Appendix F. Treatment Control BMP's • Detention: Grass lined detention • Gravel Filtration: 4" CMP with 3/4 holes 6" c.c. with a 1' thick perimeter backfilled with 3/4" rock aggregate wrapped in Mirafi fabric. This will filter and percolate the run-off effectively and efficiently. • Manufactured Devices: • Not applicable VA EQUIVALENT TREATMENT CONTROL ALTERNATIVES As discussed in the foregoing paragraphs above, BMPs to be utilized for this project will be installed on-site with final drainage exiting through the MS4. Hence, no equivalent treatment control alternatives are proposed or warranted. V.5 REGIONALLY-BASED TREATMENT CONTROL BMPS NOT APPLICABLE. • • VI . Operation and Maintenance Responsibility for Treatment Control BMPs Landscaping: Maintenance of the landscaped areas adjacent to rooftops, hotel entrances, parking and any other impervious surfaces will be maintained in a weekly basis as a BMP. The grass and ground cover areas will be maintained to ensure growth is kept below 12 inches. The site owner will be responsible for all on site maintenance. Detention areas: Detention areas will be serviced as needed to remove sediment and debris. The sediment and debris can be quickly vacuumed out. Under normal operating conditions, the detention basins will be cleaned a minimum of three times per year. Debris and Sediment Disposal: Disposal of sediment, debris, and trash will be contracted out in accordance with local, county, state, and federal waste control programs. • Hazardous Wastes: Suspected hazardous wastes will be analyzed to determine disposal options. Hazardous materials generated on site will be handled and disposed in accordance with local, state, and federal regulations. A solid or liquid waste is considered a hazardous waste if it exceeds the criteria listed in the California Code of Federal Regulations, Title 22, Article it (State of California, 1985). • VII. Funding • Fiscal Resources: The owner is responsible for all maintenance and repair of site BMP's. Larryr�True tw.. . 755;Raintree:Drive Carlsbad CA 92009 760-438-6661 • Maintenance Costs: SEE TABLE TABLE Source &Treatment Capital Cost Routine Operation O & M O & M Structural BMP's Maintenance Frequency By Who Detention/Infiltration $900.00 $400.00/Quarterly Basin uarterl Owners Landscaping for Roof $300.00 $150.00/Annualy Quarterly Owners Runoff • • Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES Appendix A Conditions of Approval Planning Commission Resolution: PA05-0232 Dated: December 14. 2005 • L:A05\5124\PRODAReports\WQMP\05124-WQMP-07-17-06(nv).doc 28 Water Quality Management Plan (WQMP) NIARRIOTT FAIRFIELD INN AND SUITES • EXHIBIT A 1.1 CITY OF TEMECULA FINAL CONDITIONS OF APPROVAL Planning Application No.: PA05-0232 - Project Description: A Development Plan to construct and operate a three-story, 47,897 square foot hotel with 94 units on a vacant 1.71 acre parcel, generally located on the south side of Winchester Road, approximately 225 feet east of Jefferson Avenue. 1.1.1 Assessor's Parcel No.: 910-310-011 MSHCP Category: Commercial DIF Category: Service Commercial • TUMF Category: Service Commercial/Office Approval Date: December 14,2005 Expiration Date: December 14,2007 - WITHIN FORTY-EIGHT(48) HOURS OF THE APPROVAL OF THIS PROJECT Planning Department 1. The applicanddeveloper shall deliver to the Planning Department a cashier's check or money order made payable to the County Clerk in the amount of Sixty-Four Dollars ($64.00) for the County administrative fee; to enable the City to file the Notice of Exemption as provided under Public Resources Code Section 21152 and California Code of Regulations Section 15062. If within said forty-eight (48) hour period the . applicant/developer has not delivered to the Planning Department the check as required above, the approval for the project granted shall be void by reason of failure of condition(Fish and Game Code Section 711.4(c)). 2. The applicant shall sign both copies of the final conditions of approval that will be provided by the Planning Department staff;and return one signed set to the Planning Department for their files. • L:\05\5124TROD\Reports\WQMP\05124-WQMP-07-17-06(rev).doc 29 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • GENERAL REQUIREMENTS • • L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(rey).doc 30 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Planning Department 3. The applicant and owner of the real property subject to this condition shall hereby agree to indemnify, protect, hold harmless, and defend the City with Legal Counsel of the City's own selection from any and all claims, actions, awards, judgments, or proceedings against the City to attack, set aside, annul, or seek monetary damages resulting, directly or indirectly, from any action in furtherance of and the approval of the City, or any agency or instrumentality thereof, advisory agency, appeal board or legislative body including actions approved by the voters of the City, concerning the Planning Application. The City shall be deemed for purposes of this condition, to include any agency or instrumentality thereof, or any of its elected or appointed officials, officers, employees, consultants, contractors, legal counsel, and agents. City shall promptly notify both the applicant and landowner of any claim, action, or proceeding to which this condition is applicable and shall further cooperate fully in the defense of the action. The City reserves the right to take any and all action the City deems to be in the best interest of the City and its citizens in regards to such defense. 4. The permittee shall obtain City approval for any modifications or revisions to the approval of this development plan. 5. This approval shall be used within two (2) years of the approval date; otherwise, it shall become null and void. By use is meant the beginning of substantial construction contemplated by this approval within the two (2) year period, which is thereafter diligently pursued to completion, or the beginning of substantial utilization contemplated by this • approval. 6. The Director of Planning may, upon an application being filed within thirty days prior to expiration, and for good cause, grant a time extension of up to three one-year extensions of time, one year at a time. 7. A separate building permit shall be required for all signage. 8. The development of the premises shall substantially conform to the approved site plan and elevations contained on file with the Planning Department. 9. The conditions of approval specified in this resolution, to the extent specific items, materials, equipment, techniques, finishes or similar matters are specified, shall be deemed satisfied by staffs prior approval of the use or utilization of an item, material, equipment, finish or technique that City staff determines to be the substantial equivalent of that required by the condition of approval. Staff may elect to reject the request to substitute, in which case the real party in interest may appeal, after payment of the regular cost of an appeal, the decision to the Planning Commission for its decision. Material Color Drivit Finish (walls) — Main Body Vista Paint #49 Vista White Drivit Finish (walls) — Base Band Vista Paint #97 Mesquite Drivit Finish (walls) — Trim Vista Paint #51 Vista Tan • Decorative Balconies Vista Paint#51 Vista Tan L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(rev).doc 31 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Eaves & Brackets Vista Paint #51 Vista Tan Rain Gutters Vista Paint #49 Vista White Window Frames Painted Aluminum (Beige) Window Glazing Clear Roofing U.S. Tile — Mission Blend "S" Tile with 20% Boosting 10. The applicant will install landscaping on the adjacent property directly to the north of his site between his property line and Winchester Road. The applicant and the adjacent property owner have entered into a maintenance agreement which will allow for the site to be landscaped and maintained by the applicant of Marriott Fairfield Inn and Suites. 11. Landscaping installed for the project shall be continuously maintained to the reasonable satisfaction of the Planning Director. If it is determined that the landscaping is not being maintained, the Planning Director shall have the authority to require the property owner to bring the landscaping into conformance with the approved landscape plan. The continued maintenance of all landscaped areas shall be the responsibility of the developer or any successors in interest. Public Works Department 12. Unless otherwise noted, all conditions shall be completed by the Developer at no cost to • any Government Agency. It is understood that the Developer correctly shows on the site plan all existing and proposed property lines, easements, traveled ways, improvement constraints and drainage courses, and their omission may require the project to be resubmitted for further review and revision. 13, A Grading Permit for precise grading, including all on-site flat work and improvements, shall be obtained from the Department of Public Works prior to commencement of any construction outside of the City-maintained street right-of-way. 14. An Encroachment Permit shall be obtained from the Department of Public Works prior to commencement of any construction within an existing or proposed City right-of-way. 15. All improvement plans, grading plans, and raised landscaped median plans shall be coordinated for consistency with adjacent projects and existing improvements contiguous to the site and shall be submitted on standard 24" x 36" City of Temecula mylars. 16. The project shall include construction-phase pollution prevention controls and permanent post-construction water quality protection measures into the design of the project to prevent non-permitted runoff from discharging offsite or entering any storm drain system or receiving water. 17. A Water Quality Management Plan (WQMP) shall be submitted to the City. The WQMP will include site design BMPs (Best Management Practices),source controls,and treatment mechanisms. 18. The northerly driveway on Jefferson Avenue will be restricted to a right-in/right-out movement. • L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(rev).doc 32 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 19. The southerly driveway on Jefferson Avenue will be restricted to a right-in/right-out/left-in movement. Building and Safety Department 20. Submit at time of plan review, a complete exterior site lighting plans showing compliance with Ordinance No. 655 for the regulation of light pollution. All street lights and other outdoor lighting shall be shown on electrical plans submitted to the Department of Building and .Safety. Any outside lighting shall be hooded and directed so as not to shine directly upon adjoining property or public rights-of-way. 21. Obtain all building plans and permit approvals prior to commencement of any construction work. 22. Obtain street addressing for all proposed buildings prior to submittal for plan review. 23. Provide precise grading plan at plan check submittal to check accessibility for persons with disabilities. 24. Trash enclosures, patio covers, light standards, and any block walls if not on the approved building plans, will require separate approvals and permits. 25. Signage shall be posted conspicuously at the entrance to the project that indicates the hours of construction, shown below, as allowed by the City of Temecula Ordinance No. • 94-25, specifically Section G (1) of Riverside County Ordinance No. 457.73, for any site within one-quarter mile of an occupied residence. Monday-Friday 6:30 a.m.—6:30 p.m. Saturday 7:00 a.m. —6:30 p.m. No work is permitted on Sundays or Government Holidays Fire Prevention 26. Final fire and life safety conditions will be addressed when building plans are reviewed by the Fire Prevention Bureau. These conditions will be based on occupancy, use, the California Building Code (CBC), California Fire Code (CFC), and related codes which are in force at the time of building plan submittal. 27. The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or construction of all commercial buildings per CFC Appendix III.A, Table A-III-A-1 . The developer shall provide for this project, a water system capable of delivering 3750 GPM at 20 PSI residual operating pressure, plus an assumed sprinkler demand of 400 GPM for a total fire flow of 4150 GPM with a 3 hour duration. The required fire flow may be adjusted during the approval process to reflect changes in design, construction type, or automatic fire protection measures as approved by the Fire Prevention Bureau. The Fire Flow as given above has taken into account all information as provided. (CFC 903.2, Appendix III-A) • 28. The Fire Prevention Bureau is required to set minimum fire hydrant distances per L:A05\5124VPRODAReports\WQMPA05124-WQMP-07-17-06(rev).doc 33 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • CFC Appendix III-B, Table A-III-B-1 . A minimum of 3 hydrants, in a combination of on-site and off-site (6" x 4" x 2-2 1/2" outlets) shall be located on Fire Department access roads and adjacent public streets. Hydrants shall be spaced at 400 feet apart, at each intersection and shall be located no more than 225 feet from any point on the street or Fire Department access road(s) frontage to a hydrant. The required fire flow shall be available from any adjacent hydrant(s) in the system. The upgrade of existing fire hydrants may be required. (CFC 903.2, 903.4.2, and Appendix III-B) 29. As required by the California Fire Code, when any portion of the facility is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided. For this project on site fire hydrants are required. (CFC 903.2) 30. If construction is phased, each phase shall provide approved access and fire protection prior to any building construction. (CFC 8704.2 and 902.2.2) 31 . Fire Department vehicle access roads shall have an unobstructed width of not less than twenty-four (24) feet and an unobstructed vertical clearance of not less than thirteen (13) feet six (6) inches. (CFC 902.2.2.1 ) • 32. All manual and electronic gates on required Fire Department access roads or gates obstructing Fire Department building access shall be provided with the Knox Rapid entry system for emergency access by fire fighting personnel. (CFC 902.4) 33. Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating Fire Lanes with appropriate lane painting and or signs. 34. If there are changes to underlying maps then prior to map recordation the applicant shall submit to the Fire Prevention Bureau a georectified (pursuant to Riverside County standards) digital version of the map including parcel and street centerline information. The electronic file will be provided in an ESRI Arcinfo/ArcView compatible format and projected in a State Plane NAD 83 (California Zone VI) coordinate system. The Bureau must accept the data as to completeness, accuracy and format prior to satisfaction of this condition. 35. The applicant shall comply with the requirements of the Fire Code permit process and update any changes in the items and quantities approved as part of their Fire Code permit. These changes shall be submitted to the Fire Prevention Bureau for review and approval per the Fire Code and is subject to inspection. (CFC 105) 36. The applicant shall submit for review and approval by the Riverside County Department of Environmental Health and City Fire Department an update to the Hazardous Material Inventory Statement and Fire Department Technical Report on file at the City; should any quantities used or stored onsite increase or should changes to operation introduce • any additional hazardous material not listed in existing reports. (CFC Appendix II-E) L:\05\5124\PROD\Repons\WQMP\05124-WQMP-07-17-06(rev).doc 34 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Community Services Department 37. The trash enclosures shall be large enough to accommodate a recycling bin, as well as, regular solid waste containers. 38. The developer shall contact the City's franchised solid waste hauler for disposal of construction debris. Only the City's franchisee may haul construction debris. 39. All parkways, landscaping, fencing and on site lighting shall be maintained by the property owner or maintenance association. 40: Construction of the future TCSD maintained landscaped median on Jefferson Avenue shall commence pursuant to a pre-construction meeting with the developer and TCSD Maintenance Superintendent. Failure to comply with the TCSD review and inspection process may preclude acceptance of these areas into the TCSD maintenance programs. 41. The developer, the developer's successor or assignee, shall be responsible for the maintenance of the landscaped median until such time as those responsibilities are accepted by the TCSD or other responsible Party. 42. The Applicant shall comply with the Public All Ordinance. • • L:A05\5124VPRODAReports\WQMPA05124-WQMP-07-17-06(rcv).doc 35 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • • PRIOR TO ISSUANCE OF GRADING PERMITS • L:A05\5124\PRODAReports\WQMPA05124-WQMP-07-17-06(rev).doc 36 Water Quality Management Plan (WQMP) MARRIOTT FAI .FIELD INN AND SUITES Planning Department 43. The site plan and grading plan shall indicate the provision of five handicap parking spaces. 44. Provide the Planning Department with a copy of the underground water plans and electrical plans for verification of proper placement of transformer(s) and double detector check prior to final agreement with the utility companies. 45. The applicant shall comply with the provisions of Chapter 8.24 of the Temecula Municipal Code (Habitat Conservation) by paying the appropriate fee set forth in that Ordinance or by providing documented evidence that the fees have already been paid. 46. The following shall be included in the Notes Section of the Grading Plan: "If at any time during excavation/construction of the site, archaeological/cultural resources, or any artifacts or other objects which reasonably appears to be evidence of cultural or archaeological resource are discovered, the property owner shall immediately advise the City of such and the City shall cause all further excavation or other disturbance of the affected area to immediately cease. The Director of Planning at his/her sole discretion may require the property to deposit a sum of money it deems reasonably necessary to allow the City to consult and/or authorize an independent, fully qualified specialist to inspect the site at no cost to the City, in order to assess the significance of the find. Upon determining that the discovery is not an archaeological/cultural resource, the • Director of Planning shall notify the property owner of such determination and shall authorize the resumption of work. Upon determining that the discovery is an archaeological/cultural resource, the Director of Planning shall notify the property owner that no further excavation or development may take place until a mitigation plan or other corrective measures have been approved by the Director of Planning." 47. The following shall be completed and shall be included in the Notes Section of the Grading Plan: "Prior to the issuance of grading permits, the Project Applicant/Developer is required to enter into a Pre-Excavation Agreement with the Pechanga Band of Luiseno Indians. This Agreement will address the treatment and disposition of cultural resources and human remains that may be uncovered during construction as well as provisions for tribal monitors." 48. The following shall be included in the Notes Section of the Grading Plan: "Tribal monitors from the Pechanga Band of Luiseno Indians shall be allowed to monitor all grading, excavation, and ground-breaking activities within native soils in the Tribe's aboriginal territory, including further surveys, to be compensated by the Project Applicant/Developer. The Pechanga Tribal monitors will have the authority to temporarily stop and redirect grading activities to evaluate the significance of any archaeological resources discovered on the property, in conjunction with the archeologist and the Lead Agency." 49. The following shall be included in the Notes Section of the Grading Plan: "The land owner agrees to relinquish ownership of all cultural resources, including all Luiseno • sacred items, burial goods, and all archeological artifacts that are found on the Project area to the Pechanga Band of Luiseno Indians for proper treatment and disp'osition." L:A05\5124\PRODARepom\WQMPA05124-WQMP-07-17-06(rev).doc 37 Water Quality•Management Plan (WQMP) NIARRIOTT FAIRFIELD INN AND SUITES • 50. The following shall be included in the Notes Section of the Grading Plan: "All sacred sites within the Project area are to be avoided and preserved." 51. The following shall be included in the Notes Section of the Grading Plan: "If, during any ground-disturbing activities, any archeological or cultural resources are uncovered, the Project Applicant/Developer must contact the City and the Pechanga Band of Luiseno Indians for the purposes of determining appropriate treatment of such resources. If any such resources are encountered, no further disturbance shall occur until the Tribe, the City, and the Project Applicant/Developer can come to an agreement concerning appropriate treatment of such resources. 52. The following shall be included in the Notes Section of the Grading Plan: "If human remains are encountered, no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to CA Health and Safety Code Section 7050.5 and CA PRC Section 5097.98. The County Coroner must be notified of the find immediately by the Project Applicant/Developer. If the remains are determined to be Native American, the Coroner will notify the Native American Heritage Commission (NAHC), which will determine and notify a Most Likely Descendant (MLD). The MLD will be allowed to inspect the site of the discovery. The MILD shall complete the inspection and make recommendations for treatment within 24 hours of notification of the HAHC. Public Works Department • 53. A Grading Plan shall be prepared by a registered Civil Engineer and shall be reviewed and approved by the Department of Public Works. The grading plan shall include all necessary erosion control measures needed to adequately protect adjacent public and private property. 54. The Developer shall post security and enter into an agreement guaranteeing the grading and erosion control improvements in conformance with applicable City Standards and subject to approval by the Department of Public Works. 55. A Soil Report shall be prepared by a registered Soil or Civil Engineer and submitted to the Director of the Department of Public Works with the initial grading plan check. The report shall address all soils conditions of the site, and provide recommendations for the construction of engineered structures and pavement sections. 56. The Developer shall have a Drainage Study prepared by a registered Civil Engineer in accordance with City Standards identifying storm water runoff expected from this site and upstream of this site. The study shall identify all existing or proposed public or private drainage facilities intended to discharge this runoff. The study shall also analyze and identify impacts to downstream properties and provide specific recommendations to protect the properties and mitigate any impacts. Any upgrading or upsizing of downstream facilities, including acquisition of drainage or access easements necessary to make required improvements, shall be provided by the Developer. 57. Construction-phase pollution prevention controls shall be consistent with the City's Grading, Erosion R • Sediment Control Ordinance and associated technical manual, and the City's standard notes for Erosion and Sediment Control. L:A05\5124VPRODAReports\WQMPA05124-WQMP-07-17-06(rev).doc 38 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 58.. The project shall demonstrate coverage under the State NPDES General Permit for Construction .Activities by providing a copy of the Waste Discharge Identification number (WDID) issued by the State Water Resources Control Board (SWRCB). A Stormwater Pollution Prevention Plan (SWPPP) shall be available at the site throughout the duration of construction activities. 59. As deemed necessary by the Director of the Department of Public Works, the Developer shall receive written clearance from the following agencies: a. San Diego Regional Water Quality Control Board b. Riverside County Flood Control and Water Conservation District C. Planning Department d. Department of Public Works 60. The Developer shall comply with all constraints which may be shown upon an Environmental Constraint Sheet (ECS) recorded with any underlying maps related to the subject property. 61. A flood mitigation charge shall be paid. The Area Drainage Plan fee is payable to the Riverside County Flood Control and Water Conservation District by either cashier's check or money order, prior to issuance of permits, based on the prevailing area drainage plan fee. If the full Area Drainage Plan fee or mitigation charge has already been credited to this property, no new charge needs to be paid. • L:\05\5124\PROD\Repons\WQMP\05124-WQMP-07-17-06(rev).doc 39 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • PRIOR TO ISSUANCE OF BUILDING PERMIT • • LA05\5124VPRODAReports\WQMPA05124-WQMP-07-17-06(rev).doc 40 Water Quality, Management Plan (WQMP) NIARRIOTT FAIRFIELD Inn ADD SUITES • Planning Department 62, A Reciprocal Use and Maintenance Agreement ensuring access to adjacent parcels and defining maintenance responsibilities for all roads, drives, and parking areas shall be provided and shall be recorded. 63. The applicant shall submit a photometric plan, including the parking lot to the Planning Department, which meets the requirements of the Development Code and the Palomar Lighting Ordinance. The parking lot light standards shall be placed in such a way as to not adversely impact the growth potential of the parking lot trees. 64. The applicant shall submit to the Planning Department for permanent filing two (2) 8" X 10" glossy photographic color prints of the approved Color and Materials Board and the colored architectural elevations. All labels on the Color and Materials Board and Elevations shall be readable on the photographic prints. 65. Trash enclosures shall be provided to house all trash receptacles utilized on the site. These shall be clearly labeled on site plan. _ 66. All downspouts shall be internalized. 67. Three (3) copies of Construction Landscaping and Irrigation Plans shall be reviewed and approved by the Planning Department. These plans shall conform to the approved conceptual landscape plan, or as amended by these conditions. The location, number, genus, species, and container size of the plants shall be shown. The plans shall be consistent with the Water Efficient Ordinance. The plans shall be accompanied by the following items: a. Appropriate filing fee (per the City of Temecula Fee Schedule at time of submittal). b. Provide a minimum five foot wide planter to be installed at the perimeter of all parking areas. Curbs, walkways, etc. are not to infringe on this area. C. Provide an agronomic soils report with the construction landscape plans. d. One (1) copy of the approved grading plan. e. Water usage calculations per Chapter 17.32 of the Development Code (Water Efficient Ordinance). f. Total cost estimate of plantings and irrigation (in accordance with approved plan). g. A landscape maintenance program shall be submitted for approval, which details the proper maintenance of all proposed plant materials to assure proper growth and landscape development for the long-term esthetics of the property. The approved maintenance program shall be provided to the landscape maintenance contractor who shall be responsible to carry out the detailed program. 68. All utilities shall be screened from public view. Landscape construction drawings shall show and label all utilities and provide appropriate screening. Provide a 3' clear zone around fire check detectors as required by the Fire Department before starting the • screen. Group utilities together in order to reduce intrusion. Screening of utilities is not L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(reN)Aoc 41 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • to look like an after-thought. Plan planting beds and design around utilities. Locate all light poles on plans and insure that there are no conflicts with trees. 69. Building plans shall indicate that windows shall be recessed a minimum of 3.5 inches on the ground floor and from 1 to 2 inches on the second and third floors. Public Works Department 70. Improvement plans and/or precise grading plans shall conform to applicable City of Temecula Standards subject to approval by the Director of the Department of Public Works. The following design criteria shall be observed: a. Flowline grades shall be 0.5% minimum over P.C.C. and 1.00% minimum over A.C. paving. b. Driveways shall conform to the applicable City of Temecula Standard No. 207A. 71. The Developer shall construct the following public improvements to City of Temecula General Plan standards unless otherwise noted. Plans shall be reviewed and approved by the Director of the Department of Public Works: a. Improve Jefferson Avenue from Winchester Road to the southerly driveway on Jefferson Avenue (Major Highway Standards - 100' R/W) to include installation of drainage facilities, utilities (including but not limited to water and sewer), raised landscaped median. The Developer may apply for Development Impact Fee • credit. 72. The Developer shall construct the following public improvements in conformance with applicable City Standards and subject to approval by the Director of the Department of Public Works. a. Street improvements, which may include, but not limited to: pavement, curb and gutter, medians, sidewalks, drive approaches, signing, and striping. b. Storm drain facilities. C. Sewer and domestic water systems. d. Under grounding of proposed utility distribution lines. 73. A construction area Traffic Control Plan shall be designed by a registered Civil or Traffic Engineer and reviewed by the Director of the Department of Public Works for any street closure and detour or other disruption to traffic circulation as required by the Department of Public Works. 74. The building pad shall be certified to have been substantially constructed in accordance with the approved Precise Grading Plan by a registered Civil Engineer, and the Soil Engineer shall issue a Final Soil Report addressing compaction and site conditions. 75. The Developer shall pay to the City the Public Facilities Development Impact Fee as required by, and in accordance with, Chapter 15.06 of the Temecula Municipal Code and all Resolutions implementing Chapter 15.06. • L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(rev).dnc 42 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 76. The Developer shall pay to the City the Western Riverside County Transportation Uniform Mitigation Fee (TUMF) Program as required by, and in accordance with, Chapter 15.08 of the Temecula Municipal Code and all Resolutions implementing Chapter 15.08. Building and Safety Department 77. All design components shall comply with applicable provisions of the 2001 edition of the California Building, Plumbing and Mechanical Codes; 2004 California Electrical Code; California Administrative Code, Title 24 Energy Code, California Title 24 Disabled Access Regulations, and the Temecula Municipal Code. 78. The City of Temecula has adopted an ordinance to collect fees for a Riverside County area wide Transportation Uniform Mitigation Fee (TUMF). Upon the adoption of this ordinance on March 31, 2003, this project will be subject to payment of these fees at the time of building permit issuance. The fees shall be subject to the provisions of Ordinance 03-01 and the fee schedule in effect at the time of building permit issuance. 79. All building and facilities must comply with applicable disabled access regulations. Provide all details on plans. (California Disabled Access Regulations effective April 1, 1998) • 80. Provide disabled access from the public way to the main entrance of the building. 81. Provide van accessible parking located as close as possible to the main entry. 82. The handicapped ramp at the north end accessible parking place is not permitted to encroach into the required loading area as provide in Section 1129B.4 of the California Building Code (CBC). Plans shall be revised to reflect this code requirement and reviewed during the plan check process. 83. The swimming pool and spa shall have provisions installed in their respective decks for the installation of a lift mechanism for the use of the disabled. Such mechanism shall be kept readily available on site at all times. 84. A sound transmission control study shall be prepared and submitted at time of plan review in accordance with the provisions of Appendix Chapter 12, Section 1208A, of the 2001 edition of the California Building Code. 85. Truss calculations that are stamped by the engineer of record and the truss manufacturer engineer are required for plan review submittal. 86. Provide house electrical meter provisions for power for the operation of exterior lighting, fire alarm systems. For developments with multiple buildings, each separate building shall be provided with a house meter. • 87. Restroom fixtures, number and type, to be in accordance with the provisions of the 2001 edition of the California Building Code Appendix 29. L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(rcv).doc 43 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 88. Provide an approved automatic fire sprinkler system. 89. Provide appropriate stamp of a registered professional with original signature on plans prior to permit issuance. 90. Provide electrical plan including load calculations and panel schedule, plumbing schematic and mechanical plan for plan review. 91. A pre-construction meeting is required with the building inspector prior to the start of the building construction. 92. Show all building setbacks on plot plan. Fire Prevention 93. Prior to building construction, all locations where structures are to be built shall have approved temporary Fire Department vehicle access roads for use until permanent roads are installed. Temporary Fire Department access roads shall be an all weather surface for 80,000 lbs. GVW. (CFC 8704.2 and 902.2.2.2) 94. Prior to building construction, this development shall have two (2) points of access, via all-weather surface roads, as approved by the Fire Prevention Bureau. (CFC • 902.2.1 ) 95. Prior to issuance of building permits, the developer shall furnish one copy of the water system plans to the Fire Prevention Bureau for approval prior to installation. Plans shall be signed by a registered civil engineer; contain a Fire Prevention Bureau approval signature block; and conform to hydrant type, location, spacing and minimum fire flow standards. After the plans are signed by the local water company, the originals shall be presented to the Fire Prevention Bureau for signatures. The required water system including fire hydrants shall be installed and accepted by the appropriate water agency prior to any combustible building materials being placed on an individual lot. (CFC 8704.3, 901 .2.2.2 and National Fire Protection Association 24 1-4.1 ) Community Services Department 96, The developer shall provide TCSD verification of arrangements made with the City's franchise solid waste hauler for disposal of construction debris. 97. Landscape construction drawings for the landscaped median on Jefferson Avenue shall be reviewed and approved by the Director of Community Services. 98, The developer shall post security and enter into an agreement to install the landscaped median on Jefferson Avenue. • L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(rev).doc 44 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • PRIOR TO RELEASE OF POWER, BUILDING OCCUPANCY OR ANY USE ALLOWED BY • THIS PERMIT • L:A05\5124VPRODAReports\WQMPA05124-WQMP-07-17-06(rev).doc 45 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Planning Department 99. Prior to the release of power, occupancy, or any use allowed by this permit, the applicant shall be required to screen all loading areas and roof mounted mechanical equipment from view of the adjacent residences and public right-of-ways. If upon final inspection it is determined that any mechanical equipment, roof equipment or backs of building parapet walls are visible from any portion of the public right-of-way adjacent to the project site, the developer shall provide screening by constructing a sloping tile covered mansard roof element or other screening if reviewed and approved by the Director of Planning. 100. All required landscape planting and irrigation shall have been installed consistent with the approved construction plans and shall be in-a condition acceptable to the Director of Planning. The plants shall be healthy and free of weeds, disease, or pests. The irrigation system shall be properly constructed and in good working order. 101. Performance securities, in amounts to be determined by the Director of Planning, to guarantee the maintenance of the plantings in accordance with the approved construction landscape and irrigation plan shall be filed with the Planning Department for a period of one year from final certificate of occupancy. After that year, if the landscaping and irrigation system have been maintained in a condition satisfactory to the Director of Planning, the bond shall be released upon request by the applicant. 102. Each parking space reserved for the handicapped shall be identified by a permanently affixed reflectorized sign constructed of porcelain on steel, beaded text or equal, displaying the International Symbol of Accessibility. The sign shall not be smaller than • 70 square inches in area and shall be centered at the interior end of the parking space at a minimum height of 80 inches from the bottom of the sign to the parking space finished grade, or centered at a minimum height of 36 inches from the parking space finished grade, ground, or sidewalk. A sign shall also be posted in a conspicuous place, at each entrance to the off-street parking facility, not less than 17 inches by 22 inches, clearly and conspicuously stating the following: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed by telephoning 951 696-3000." 103. In addition to the above requirements, the surface of each parking place shall have a surface identification sign duplicating the Symbol of Accessibility in blue paint of at least 3 square feet in size. 104. All site improvements including but not limited to parking areas and striping shall be installed prior to occupancy or any use allowed by this permit. 105. All of the foregoing conditions shall be complied with prior to occupancy or any use allowed by this permit. Public Works Department 106. All public improvements, including the raised landscaped median, shall be constructed • and completed per the approved plans and City standards to the satisfaction of the Director of the Department of Public Works. L905\5124VPRODARepons\WQMPA05124-WQMP-07-17-06(rev).doc 46 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 107. The existing improvements shall be reviewed. Any appurtenance damaged or broken shall be repaired or removed and replaced to the satisfaction of the Director of the Department of Public Works, 108. The project shall demonstrate that the pollution prevention BMPs outlined in the WQMP have been constructed and installed in conformance with approved plans and are ready for immediate implementation. 109. As deemed necessary by the Department of Public Works, the Developer shall receive written clearance from the following agencies: a. Rancho California Water District b. Eastern Municipal Water District C. Department of Public Works Fire Prevention 110. Prior to building final, all locations where structures are to be built shall have approved Fire Department vehicle access roads to within 150 feet to any portion of the facility or any portion of an exterior wall of the building(s). Fire Department access roads shall be an all weather surface designed for 80,000 lbs. GVW with a minimum AC thickness of .25 feet. (CFC sec 902) • 111 . Prior to issuance of a Certificate of Occupancy or building final, "Blue Reflective Markers" shall be installed to identify fire hydrant locations. (CFC 901 .4.3) 112. Prior to issuance of a Certificate of Occupancy or building final, approved numbers or addresses shall be provided on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall be of a contrasting color to their background. Commercial, multi- family residential and industrial buildings shall have a minimum twelve (12) inches numbers with suite numbers a minimum of six (6) inches in size. All suites shall gave a minimum of six (6) inch high letters and/or numbers on both the front and rear doors. Single family residences and multi-family residential units shall have four (4) inch letters and /or numbers, as approved by the Fire Prevention Bureau. (CFC 901 .4.4) 113. Prior to issuance of Certificate of Occupancy or building final, based on square footage and type of construction, occupancy or use, the developer shall install a fire sprinkler system. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for approval prior to installation. (CFC Article 10, CBC Chapter 9) 114. Prior to issuance of Certificate of Occupancy or building final, based on a requirement for monitoring the sprinkler system, occupancy or use, the developer shall install an fire alarm system monitored by an approved Underwriters Laboratory listed central station. Plans shall be submitted to the Fire Prevention Bureau for • approval prior to installation. (CFC Article 10) L:\0515124\PROD\Reports\WQMP\05124-WQMP-07-17-06(rev).doc 47 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • 115. Prior to the issuance of a Certificate of Occupancy or building final, a "Knox-Box" shall be provided. The Knox-Box shall be installed_ a minimum of six (6) feet in height and be located to the right side of the fire sprinkler riser door. (CFC 902.4) 116. Prior to issuance of a Certificate of Occupancy or building final a simple plot plan and a simple floor plan, each as an electronic file of the .DWG format must be submitted to the Fire Prevention Bureau. Alternative file formats may be acceptable, contact fire prevention for approval. Community Services Department 117. The landscaped median on Jefferson Avenue shall be completed, including the maintenance period, and accepted by TCSD. • • L-V05\5124VPRODAReports\WQMPA05124-WQMP-07-17-06(rev).doc 48 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • OUTSIDE AGENCIES • • L:\05\5124\PROD\Reports\WQMP\05124-WQMP-07-17-06(mv).doc 49 Water Quality Management Plan (WQMP) NLUMOTT FAIRFIELD INN AND SUITES Appendix B Vicinity Map and Site Plan B-1 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • ES�R SITE p�RIANp pR1VE y s • � r R NCHO CALIFORNIAROAD Po STATE ROUTE 79 - • VICINITY MAP s-z WQMP-MARRIOTT FAIRFIELD INN & SUITES TEMECULA, CALIFORNIA ,t - INC11E5TER ROAD ..- i� I nrtrc w�vnpa.[fm.,lw�vm��d xa rc�w rtx - ' i I I `Wr___ --- -- 11 0 1 2ol mt I �amll 1 I aw,a E UIC IN IV APPENDIX-C _ SITE PLAN �y�'Y I'S•S 0'Nv 6•.A'S S,Y fvIAi CS, IN1:. .... WQMP� MARRIOT I T FAIRFIELDS INN SUITES TEMECULA, CALIFORNIA I � x ;, - . 4, fJJIV `,•...b Y ® a ;5o. aie" tiitl[cvir, 5 ':°k:'"!""".16t'vftlifnl9': Y@=tail?.+Yae:Fra..aiaatfruwn*tu -r.:-µM.r,,., ------ 140 .4 k SUBBASIN DESIGNATION NUMBER 1 ,50) SUBBASIN AREA (ACRES) 1 .00 r I t 1.60 \ 1.001 .� 1 I I EL-44.o 1cp # 1.0 CONCENTRATION POINT NUMBER r I I , '..f Q1oo =10.5 r I I mi \ 100—YEAR FREQUENCY DISCHARGE (CFS) MAJOR BASIN BOUNDARY r , ---.... - _ -- . t \ -----------ift- 00-0-....... �P # 1.0 _ SUBBASIN BOUNDARY 10 5ms T �� 01 PROJECT BOUNDARY M y r r y r r r r r r r�'•r 1.002 E L=40.6 I _ FLOW PATH 2. 00 NODES I � 2.00 EL43- 6 Q01 E L= a W I i I I I040 \. IF J2.001 EL W . . - 4 -- I C o Q100 =5.5 1 ~ I I I I I I 1 1 I I I I 1 i I I I 1 I 1 I I 1 I I i I I I I I I 1 I I I I I I I I 1 30 15 0 30 60 90 i I I I i I SCALE IN FEET GRAPHIC SCALE APPENDIX.�A PRE DEVELOPMENT DATE: Jul 19, 06 1:26pm by.fbitango FILE:L:\05\5124\PROD\Reports\WQMP\AP PEN DIX A.dwg MASSON & ASSOCIATESi INC. PLANNING • ENGINEERING • SURVEYING 200 E. WASHINGTON AVE. • SUITE 200 v ESCONDIDO . CA 92025-1816 TEL (760) 741---3570 • FAX (760) 741--1786 . www.mossonr--assoc.com WQMP- MARRIOTT FAIRFIELD INN & SUITES TEMECULA, CALIFORNIA x _ WINCHESIER � . _ T ROJECT LANDSCAPING YELL INCORPORATE - — p - NAIVE OR DROUGHT TOLERANT IEGITATION rl � DETENTION FACIU T WILL WERE PRACTICABLE. (TYP.) RLTER WATER RUNOFF BEFORE GONG OUT OF THE SIZE m SEE DETAIL HEREIN I TIT III - - - a— oo Z� 1, NPA 7 I ROOF RUNOFF N1LL BE DIRECTED C v \ 1 WZ TO THE LANDSCAPE AREAS PRIM > TO BE PICKUP IN THE GRAIN SYSTEM \ \ j Qli PROJECT LANDSCAPING WILL INCORPORATE ` 1\ NATIVE OR DROUGHT TOLERANT IEGITATON \ WHERE PRACTICABLE. (TYP.) 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S ) �� � i .wr , I y, 3 Coa,6.e 1F- P � , .wa' e"n'NrI �•� 9DUp Claude HAk a mo auy F 1 Mx LANEA �,.` I, - be I i ' a _ - 7 j �' -- } .' �!Ad1n rvzA eeRREco DESERT` ?�� ay Tandy Onto ASIA 1 W be REED 4,61 Sod EPA HSI filie 4,52 C �. SN ?S r ZS '� y .all 3 xu KEY TO REGION YA I T d 4 .'. r x. ` ` � y� STAiE P R k, 1i CA, IT LDS S ao VASIA cux3 J S .`aM e t o 0 Sa.»erSI Ad xsa A P 1 ti � .. ,�. � d k 4 t , x `°'^M. - 1 R.n a April Is]a a . w s 1 l t + am w'_ ...w "a, a ` , �. a p P I wax. . ' w. o A P .xo «.ea.S Sod �p o`o R.wa.a 3mr nc A A'-..a P y _ j MA r A . / I nbas szl Dd ,A A o' O r _m .^s, a _� _ Rn - e. eea. May r .. x .S. p 533 moan HSA ? ti ` P p saran. e<. - at-:- 1 4 ♦ _ ( II. T, I 1 .,(5," "n ? 0 0 o Rralara. Adaral 1906 ( in+ Y j x '4. ] --.x'AeR .L n -` .L,I.�....eJr Hr`B°.w -�T \�- { 5 24 ill.,NSAO p0 p0 O Starr walla. Reta.drpaa Control a ..A \ "'" ( �W}� wW _ "�i:•}P ;I �..I r-� } vm xsA ppe a10 a�0 atop SMAGIR.Raa .,a maalladxa aa.tmn 3 e o F }+''�-�.^ P rya ""°'N '.._� 'I-�-1 V/g+. n� 1 .4 Me' IT, ,n L __. y 4 rE UP A. 'M ` ✓iX1.- „Y r N I ; r _ _ BOB 1 s ("a" ¢k.R.,' .p�1 w.wd.�3w .d.3.... j � di S3 son R.woa «A "A- . 1 Highland ASIA o.: 3 < a ; +6'e a L..LdmwM. 4d ' IMP, Reed Hs. ` .35 Hod"Mlito NSA 9 a] 4 R6dbaa: AMl lade T r " p er°,v�i' ." 4 ( {� L yl-E� �k\A. 1 l l ` /F 3T R iv ,/ l�- I do' 635 Geld H64 Rrplpnel raper balmldill era Digs Np1aR , wa - �� mr I j ^ 6,. r' II • '� YDRRFBb RI I,4r"i Edison sfow HNSA NSA nr xal.9r a, n a Y e r l / STATE I$, m vrxva,a NSA wau. o:.mr al.eaono unu ,{(k AM Mon. Valley HAS Suit Romano Hs4 'ma _i -Q" ' m fE � .�`� " A,x Id ! SAT f I, 8 c (I� L. �n a _ $.4: _ p _ Ie r a x I /f 6,43 woo.Nobw NSA '' `F P CIF \ D °® iv; a kR / / ' ' i ZJ ATy<.•",."3. ' 51" Apy,x.xea HER51" Mal Sell, Anall NSA w ¢vat r Y 5.47 SIM Santa Toronto NSA en I } rvr':.y a x�mteye eo �, w T W `d w..A aYx� a�OYo Ii�Tdn L,I $.sz State of California e 13a� "� a-r . �y `" , '- "' 4, - I rt \ Flat . „ a HS Z w 5153 _t _ 906 �a��=SOD,AD<AxT 11 REGIONAL SpnDiegoEQUALITY ON�TROLBOARD . Ia� l s S.«,.a,«San r +tti.�`""'+w. � i; _1�` o' I - ,f%1" w, r Sony o a Region906 AT A ♦ 21 To 906bD den < _ -` ' I 1I \ ' - _R � ^ am ­uL , , s14, AD 907 Ad 6 mD A SAN DIEGO HYDROLOGIC BASIN PLANNING AREA ( SD ) • >' N� ,D us 1 , .'; \ - ` - �'- ,_\ �y ;�. 5 ; " '(( ;.o_ ,. i E Cidd NSA.7 11 Mellon San Null S c g e 2 5 0, O 0 O VI l v aAN he � 1" / rt enll . A `ReNet < ed rV\ of ll 1, . .F - nk i6 EWall"ED e. m .." } \ w swr ` I % wrn L- 'I'f Cal Fo�ok NSA zzx ._. s } Y]r. ' 3 - rtmal r, � eC� t =1m {a a v s.n v.xR. O 'l �) Furnized NSA ci NSA. .A I: o 3 � * v. 1 J'..n erw �w. ANa 7.23 Onex,NSA a av { \ , 7 13 More. NSA x Ti 0].301 SCenei® Crnl H6P MLv1w r T it y l _ 1 �i t 1�.. . v all, 1_ 4 gay _e. �l 7.32 San Ortn NSA mr Iamr yin: \ i ITT ']" \ 5 NSA 40 b.0 na HA SAD. o _ as n vy xm mperi. ew x` h SA'(� YS I a I'n ^m, yn u 1` cna "" ] s3 SoNal ASA l+ E�!\mod, I�] ISIS l 1 . v. �n LIN Col HSA AN l� e I Ir. . 3 ' C `O 'law I - Do °aE xW p -ba3� I Water Quality Management Plan (R'QMP) MARRIOTT FAIRFIELD INN AND SUITES Appendix C Supporting Detail Related to Hydraulic Conditions of Concern C-1 2002 CWA SECTION 303(d) LIST OF WATER QUALITY LIMITED SEGMENT ApprovedbyusRPA. hdr 2003 SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD ... .. ..„5 .. ..._: PR'I _ k1,.w ,S7,E+SE}T;AtPMI+AIT ei,y0E TFD rs, -��* OM§ ND+. A � bT U PRRONCTx WATFRm OR4U 9 E Los Penasclahos Lagoon 90610000 Sedlmenlalion/Siltation Low 469 Acres NonpoinUPoinl Source 9 B Mission Bay 90640000 Iineterin Indicalors Medium 2032 Acre, bnpatrment located along enure bav shorelaw, Nonpoinl/Point Source Eutrophic Low 2032 Acres Ti.sourated area ofinrpairutent of 0.5 act es located at nunnh of Rose Geekand 0.5 awes located at nrmah of lecolote Creek Nonpoinl/Point Source Lead Low 2032 Acres F,stimated area of impairment of 0.5 acres located of rrwudr of Rose Creek and 0.5 acres located al rnmah of Tecolole Creek NonpoinUPoinl Snarce 9--c.�R"'"'Mnirieln C?eekl � � 90252000 Zhospko�rrt-w Low 12 Miles Urban Runoff/Sloan Sewers Unknown Nonpoinl Source I lnknms'n point source ,9.. . C Pacific Ocean Shoreline,Aliso HSA - �90113000 Bacteria Indicator., Medium 0.65 Miles Impairment located at lagana Reach at lagunha Place/Blue Lagoon Place,Abso Beaclr. Nonpoinl/Point Source ..9.. C Pacific Ocean Shoreline,Buena Vista Creek 90421000 IIA Bacteria Indicators Low 1.2 Miles hapairment located at Buena Visla Creek,CarLcbad CiO Beaclr a[Carlsbad Village Orire,Carlshad State Beach at Pine Avenue. - Nonpoint/Point Source 9 - C Pacific Ocean Shoreline,Dana Point IISA 90114000 - - Baclerin Indicalors Medium 2 Miles Impairnrent located ar ARso Reach at Nest SO'eel,Aliso Beach at Table Rock Dr'tce. 1000 Stepp Beach al Pocifrc Coast Hwy (hospital.9th Are).Salt Creek(large outlet),Salt Creek Reach of Salt Creek septic¢mad,Sall Creek Beach at liana Strand Road. Nonpoint/Point Source Page 5 of 16 2002 CWA SECTION 303(d) LIST OF WATER QUALITY LIMITED SEGMENT Approved by U.SEPA: July 2603 SAN DIEGOs�REGIONAL WATER QUALITY CONTROL BOARD � �� v RIaCCI N?71,VPE M,:...,.v.. 'I olal Dissolved Solids Low 19 Miles Industrial Point Sources Agriculnre-slor n runoff Urban Runoff/Storm Sewers Surface Mining Flow Regulation/Modification Natural Sources Golf course activities Unknown Nonpoint Source Unknown point source 9 __. .It Sandia Creek. 90222000 'Pula]Dissolved Solids Lov, 1.5 Miles Urban Runoff/Storm Sewers Floor Regulation/Modification Natural Sources Unknown Nonpoint Source Unknown point source 9` "@ ..'.Santa Margarita.Lagoon. 90211000 IEulrophteo Low 28 Acres Nonpoin Ul'oinl Source —9�-.11 San_fa:MargSrita'.River.(lJpper) 90222000 . Phosphorus^ Low 18 Miles Urban Runoff/Sturm Sewers Unknown Nonpoint Source Unknown point source 9 It Segundo Deshecha Creek 90130000 Phosphorus Low 0.92 Miles Urban Ruoff/S(orm Sewers Unknown Nonpoint Source Unknown point source urbidit) _ Low 0.92 Miles Construction/Land Development Urban Runoff/Sloan Sewers Channeliralion Flow Regulation/Modification Unknown Nonpoint Source Unknown point source Page 13 of 16 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES Appendix D Educational Materials D-1 < (n 1 0 -4 m W V) -,-6 �v W w, O Pi 0 6 fo A P r fil unit-f -F a c ul 0 -70 ID > 6 M (D 0 cl 1p 0 m w 10 5 o 'NI -1 ��w ro M m i. 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Tna l^ C1?Edi Y Fs x..'v qu; ._c, iaa i•'s cr32i4rc e,J..,(.:u%ai..YfieJ'rY 2.is z 1ha,is .._^-'."Yt`,'tc: i• E• The f a :5tv mut submit iR is . -smcfna G^<fax -Y"c'r'v_1,. } I, an a;� i a .,?Use . al i idj'a s Pry, r2zC.0 -.- its f'i.'S" ft')t'n'z oara"1. i I A Non-Storm Wafer Disc,�arc7e is... a::y A BMP is €ysc.: -x- tv c .._..ir:i, J.,ram or st ..C"`_;r' 'L:Ser._:'aju--r "-:s JJ?t, a ca-'Io c;haposrec a-uh t Of Sf.a=r Wa".:.--.: !'i... , !(Jldtlrl:_+ .nr., r::=r._f m"*:R:,.iG t, TT✓'.:= /r,:?v n-5.1-S m'rm water a ': c Dy tint Cerie,'ai PPrni t .. '�;'.ut3r A va R�� r+61 Fa? g9^afar ^D Yt, ..y f .J vf'x- z;'sb;e t-vaTer 'c. rnay rrr J'f6 o,Itsstingof C- ,azn wate—r hV .t'-S fnki-n9 9ct,rot's r sr' bol, z vuci9' .B.t_2 atiar" ...._P� '1*_`ds„c. S-.p c'.'•; .. �. ,.f.,si air 3t7t:nL:n t"", a:')`' mmar'»?f l r RS.a. -ms-•a,' i r Lr 7 7Cs-- '>e S Ai i- J/S +rnn 0.3 e7 G4 1•rsr bo to 7a, O t� �ea wa��'S P-on be FeS m" WARNING: ilie,e a,_ si,a,mDcari o_,rrafzi-S lo-nrir-cam.,-:a Ica: ,irr,-;i:ann 'jnE of Sf'09 .-i, .aiiia; to obPai- ceaeans an�,� f.,_,_s��a _✓,per, ref a'p��sl-;,_, �a(or,� as�=?a>a M;:e� .+uGgaTans. - 1\• aI MMsoutd know P ;fe.sago County nas tvio drainage rste 3s - sanitary sewers 2,-ld storm I dams. This storr'i dram sysism is l~.e Jig ed to help prevent floco.li' ISM. by cairyin 7 excess rainwater away from streets. Since this storm 3`ain system does not pr ovioe for wcitei treatment. it also serves the ) f nintanded' function O arcs..: i °g Pollutants directly to car waterways Unlike sanitary sewers, storm drains are not connected to a treatment Alart - fttey flow directly tD dur local streams, rivers any = . {apes. In re-cient years, awareness of the need to pratect -water quality has Ir+ �s2ad. ,• As a i J1 i dc�:2.f tie, and local _ programs have been established to reduce polluted pohuted sto in a er disc ,an s to e � our vv to-v ys The e emphasis of these � programs is to prevent storr'water Doff on since it's much easur, and less costly; than lea-iing up 'a-fte, the iacY _ � t arge� iiiafic�n System (NPQES) !in %",1, ih . , taderal Clean i 'vVaIerAct was ai nend d to es,.abil sh a fT?"-I�w'_irk for 'u:l °lLtn�u, I I o..'s :ia..r, s`ormVva'Lw,: "fiSC"'2i-ge5 under the N.=D,_'C G iri!- 'i program.. in Cantor r'iia, NPIDES permits are issued by the S� ate Waller Res'ou'r vs '=oar=i. Control (S CE), and .lie nine ,"1 'Alatei QLc.RY Como! Ekoards (FtrM B).. in general, ..., t2!':Ii industrial facilities and manufacturing., opsI-ations I'r??si ;o.r%-:cin .aos _ d: l the ?.'7dustrl_' rcti sties Sion- i W2ter enleia! 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U) � � r9 ) ir} i !. j 6 . fa a iba iu m ul m It) I_ OilC71 �G ry rl, � '� . tt�tl c� r� t�,�cu ro C. 11 c ilia i�i 1� a 4 ^" F '1) >y�"%nf,i ,� w ' m {i n I,1• (�`fii �d' I x.= � r�l� �{t✓ r � Cti � � m � r r 4, f k U> r� if `'3 � --ter»`''' 17J t } �. 9 < rr C r 17 r n 11 U 'u a In •C ( c ? ( f3 j1 � 'i s_ n,_ UA �nf�+"'dtt7t" �? CS �a t5 GP tt Qi `3'iSf "r d 9i 5� !Sf 't7 6 n�. G CJ tint;K 3 i (J P rt rn lit 4y ' 0 u t F " " n i) T, it t � — �° t t7< � oa ui » `• � i e � r i nQ t 9i e7 r Q) f' (6 eti ttr 11 £ 'i¢ l�M1 � '� { 9,t r t17 lu �— 3rf=r +, r r i t t o ii CU i " piY °a ) (o �: tti v to qi ti �� r .... i 47 N ( _� � t0 G7 9 CS Ch U1 r r r p1. ti 61 U r) fl) (l) `t I-, 0fil u d o iIS x m ni r s u p� {R x ras m cl h ix ? rYy �o drxr 9i :�' t = u2 ), i5 (i Q i1 a tYa a ii u} O ^ to R r9 a =iy N m r.i- 'Ell" P" t{r1 f_ r r, n1 Ci = gam it..., rr Y t3 \ ct ry^ t i t >1 r.lCL to f()) \,1. 1 �U''k � vY�� II � LL n §rd 4Uto m r, Ci_ a-+ i n �i�- i t n f� m Ei sa F K5, �ss i Ca ( t4 ^r�'" t1 ES ��� .s. t] Si1 � ili 71 f1 fi „i `�'- tl1 Cl) {{� C� niu itar q £ `r' n �� c, �;_ tU r; C_ CL 0 .._ to 0 .a t e t be and uks: x VV^ r F AGENCY LISTUT Dznmn: a umort !o 1 69'4J.2 r'3vOr o15t1re o 6161 �m a' .ta n_ila 760 39& 35G2 Coachella Ja icy[Water Dsirict ,Deser, rater, USE t n@,i2 3233 OUTDOOR Eastem Mun i; l Water Disirkl '9°1 77 cis or Ilw !vtar a a _a ACTT, T . -air Mutual4'k4at_ ..,Qmaarg i9.`r 2C-"41 a6 @R ES AND uin Of Hemel ! 76'5-3712 i�moz or � 7 ,a 69-5,_3 -POINT Jura.,..Gonv�nuniiJ S..r+�iG.�s Dsfrii:, t9 � 36�-97u5 � :�• SOURCE Laka Hemet r,7WD. fq.5 58 32= „ LeeaC- Naier Di cl f 14 d Nia Sir°orce Base Ica �5 -760G DISCHARGES Mis+or,SDrinos Water Districi ,7bD. aZ9-64=E Ct ai psir- 3 nnes (76C� 23-8253 4 G 4 i. calla-'o to 1) 760 SZ72 Fean * atitv`nia Water Dist=,, 296 9CG lb" Ript } C p r a t° a 495 i City o roeslJa 4uDina x Ccmrnunity S_-mce_D s:riat o 58 7550 � x Silas rallry Clun, one Galley sariwr,�DI t IC I9 1 347 2353 " MM VV�i n Ftuni'm a Wa_r D'istn i [� >789 S)un MIN, Y'Laat a Vall,,y Wale Dist[ic: c rerso._ itie al dunpi y r-o sto¢,M draim or clogged storm crrins, pid;asa 1 800-566-2555 SM a:r e resources and ua_: Eiv side CDuntv Floot C:cntrol Dls i , ou'each [ ralcr �� :;-ace: } .703c1'T3� ..�.,'Ya-2i,G*T3xf ry�fiLBta='>751 `d`" r u'•nw oad < c c -rversvae ._ ,..„. �, ^�'�?.,... '-wss.'a• %=, may'i'�'Ts� *;i '. J 5�'�1.7?.`.4�'ST4cLi}}xS34��2'�3'' r' x`• `' •. Ca(ranz Sz -r 'NaZaT Q,airn Assn iatior a ` "�' ^•".a"`a" '..: st° - v.'tipA .o O LJV' :(,'en f"13`' n r�..fli'^^ Sale Ojai , Resources-Gxom u 5oarcL Vvate uGli+V -` ' sti^s•be�tw. ., cx.a�rrser:-mv. �n ... .#-tl .. J "CLt�+�2T�����'-9 � a��3 `�` � S. a ronrn o i rAaelncy *+ `'x-. a -t. c `at...,.z s.tx, -z 3c• _^'�, + ,>v.i xS 1, "n: *4•"4 "Cy"-"y., 2x *r .use. aye �' a_#(^��s�+ha`R "4yK ••'iCt3' � ryRy�. +y. `n RMi..'v Y �ni NOT C1SpCac of Wci:er DO NOT Uspose of, icivv`F'f con-ainlno soap or, any other type 04 •deaiilii g aeons into the gutter. smrm drain cleanin_, agent into 8 sikc) i drain a wafer Of sanitary sewer. body This is a direct violation of state a;aPor local egiii tions. Because wash water from - Do _ urrders and that wash�� Water 1 cleaning parking areas may mritaln metallic (witht3'u-, scar?) used to remove d°us,from a i brake pad dust, oil and Other automotive dean vahi e may be discharged to a sheet Nu ids, {i�ief, ACu tv'?SC2S 3rtd OTiSer Or dram. 'trEias+i"1 14•"stem i?'::rri S4devCalii; plaza; i TtB f alS i should never be discharged t0 and bidding surtaoe cleaning may go into o a j a st ee- gutter or stow drain. street or storm drain IF ALL of .`te foliowing € conditions are i ilc'i': o . . . dispose of small amounts of The su lace being vvashed is free of • wash water from cleaning building x reSitlk.ia! OI{, debris and Ov.`ler t7laue'13{s � extenors, sidewalks or plazas onto {arlis..Ca-ped Or unpaved surfaces- pro+4;d'ed t`rV using dry- C{caa'7UrJ methods ti'lD,r..S {l c.: swewa-pnCg and clearing any cxl Or You have the ar✓net's permission and the chemical spills wit rags or other discha ge will not,cause nuisance problems absorbent mai�efia)s before using or flout into a street or storm drain, tiaieC}. J cnecx vith you; sanitary sewer Washing is done wit-;i ,water only net agein{"`es policies and requirements with soap Or Other cleaning rn-terlals. - conceming wash wazer disposal. rash 3• YD--, have not used the water to remove water l&om Outdoor Gleaming activities mi ay paint Irom sun-aces.during cleaning be ac eatabo for disposal to the sanitary c� n rn �C sewer With specific Oermision See tilt list CALL 1 -80t}_505'2555 on the buck of, this flyer for phone numbers C'i-:'To sariita7y see.ver agencies it 7 your area. TO REPOP.l iL L=GrAiL POLLU(INC- OF Car= STORM DRAWS DO . . . iUndersiarid that mobile auto a de toilers should diven wash water is f taznCSCa78'u or dll i areal. 3e aW'ai 2 u rat `�.� sca'r'y Mash War may damage -.x•-! landscap rg. Residuaf Wash water may rerna ri on paved surfaces to e,,.•apora':.e. Residues should be svvepi up and disposed Or visit of- ^t It you must use soap, use biodegradaNe p,iosphate-firee of ijt"�.,E-m' , rz WASH WATER TER noritoxic 6eaning products is gly tnat these rtena e;ncoLva.aed, do understand, A thorough d.1 cleanup before washing pnoducts can deo�ade water ouaiity. The er suiiao°ss such as bus{dine and seeks �,*i hou# loose paint sidewalks, or laza discharge Of etheserJ'rJdIJGiS !r iiU ins SiBet, p areas, should be sufficient to protect guPe�s, scorn arairy sys#em or v�tervays is +n prohibited by local ordinances and the State receiving waters- HOtNEJER, f, any debris Water Code.. Avoid use of petroleu,n-biased ,Solyds)could enter storm drains or remain li cleaning products- 4he Ouaer or Street after cleaning, wash water should fist pass through a "2 i mesh"or finer screen to catch the soli, mamlals, the -mesh should ter be disposed of in the trash. ® ® q was, f E lam.w.3h' IM-FT Pr C: C,lf3i+k/C`Jhi'FAt;�T�vv': 0 Sand ':aoc can be'used to'Create a Sbami er around SrOrrn d,air-,inlers. 0 Plugs or rubber mats Can be used t f tempo,ariry sea;sto,m d ain openings- 3 16 Con, tainme, : pads, ten, oo a y bar,,s o; vacuum brooms can be used to contain and collect Wash water. Sp Cial a:i iat� ai� such, as a.^Sort�"Jer1.iS, StO�;T drain plug's and, seam small sump punrps, When cleaning-siinaCes With a high-pi i ensure and vacuum booms are available to"7 ri ran1+ washet or steam cleaning methods, vendors. For more information. check aOG3IicRas precautions ShOUId be taken to taiogs such as New Pig f8gg-=O8-1 7, prevent the discharge of poliutan+.s into the wAvv.n&A,Dq,com„ i_b safety Suoply (<3GiJ- StaA. , drain system. These ?Wo ,methods of ('--'o^' 3u0-J/ust, C&;� W'J 5S-gg0 j, and 'ir-V'ttJ. surface cleaning, as ComPareJ tc tric Lse of, a Gratincer t'800-9,4-a1 `4,-, or Cali icw-nressu!-'c noSe, can remove additional r,. - - Deaninll Eiquipment.Trade r`zsDc tion !W0- i laiS -@i :ail CQMaMlFla .', lD' ail 44,-'0,111j or the Power Wasners of wader v=y s. Ame,ica (800-393-P`,NPN.A. . { Storm Drains are not Connected to sanitary sewer systems and treatment plants! T'ne primary purpose of storm drains is to cart\/ Fain Araier away fio i deVelooed areas to ^rfe'vent tiGudinG. Pollutants discharged-mbo sionT d ains are eontev_d Hire-c Iv tnit5 Five-S lakes and StFea„s.. Soaps, degreasers, alitorn, ctIve fii..il Jl_a.' and a: host Ji other :a -hals vvcashec off buildings, i . . - t Sif�etA'a{N.B..pJa=.aS, },ar-Ki,'1C 8r-,''.a5, vehicles and „GJ4��� iE i'f'�:.�5:`Jc*r3Gor ELi�File(IaCJBC I a!',.\a;d, r.ile nOII'J loii:of rive lakes and Sc'car:�.S. i rev ent-ing tollutioFi is to bes"waJ to Diot `ct LI env! J n--.e m. IF abdifti on, it Is rnuc^aasieF and lass stiy than cleaning ulo"are;the fact." • �+t�����r ak,� ' '�`�'`� a,�BARaIF�l��r}®�� �{f���E$ �E�1H>'d�icTl�S7` s y �•� ,�.c 3 � .. �'f{ { "pp{(gg�� .}�..y(s�}y�(@ T�pppv.z^.+}['�e�e y!y¢gp��/ii■pip[_ �@y¢ yg A WATERSHED is an area ulf Jana' t a: c otdnes P23d and snow, then dull of seeds ir"m a :ilal-5hi.. S.i.earn,.river, Jake or groundwater. '4tateelji:.w"'C's come in. all shapes and sizes. ,ossinG rc-,au?q,state, and ha tin iai'JOu dad,ias,(`I a ref u!'2^anv or of _ctivItias at ho: ta,work or D12V alr--Ct 1-re 0U2J3t),''Cif 0;:7:' i watersheds. In accordanc= wit state and te-cie+ai isv ea' C!o'at i oUr watersneds Lhe l!1�-� ':VC' � �� I% �r F fVERSIDE have adoaterd ordinances for StoiTt;vater maliagarnent aid dis barge coTf:al tC jµmhibil. ti12 discharge of wastes into -the st r;n dF'alri system or bcai surface waters. This INCLUDES dlscha.-II tit Wash 'A2ier t,3M 6utdOI bea�nl to ac:ivri es ili c�h ma,V con e„i i PCIlu ants SUG'+as.ell; grease,detergent.degreasers,Cray,,• Pat waSle o(nther fi at6ri3lS. FILE r.,v-G jYi{,)TF: Check bYt::'. jr,+ur 'S_JfG! o. �YaLeF GU sT�" - on of 5Oarc. local ?iJhi�tuai r3V t !^eEr:2'li W a:Fa'a. rCSBs Q, N^at inn ..-S,GC.Voi a: :.h?lvou, a7ea. 1• Gnc' . ..rTiCi:�?1, 2ieC52 4'isiY ^e =oflowingwebs as,� 3 ate A"cler Qua71 c ;Zesaurces Cori7rol r rn;. J�t✓+✓stt4 jW.0 C70Yt'?a ,aM1STrJ t K 4a c rnai; us ct; Oti ml cur TL � r i .G . HOT,one ri`no a- i 9%G-5O' c 55 c eac^ n«a,' + t ,. sT O T, d,-Cin a,3 sa?, or v s . our wars te at ' P1V RSiDE CJL'NTY r ANIMA-1 Sr:E;_TtR ?OCR.; C3KIS: g \ r i3i YTri= .6 4 50 W''=-s- Ho sor, Way ;Iy;he, CA ?2.25 14 'r I ., � S FOR 0� e��h 5 >-reersan re- e-, 409:925 &025 HEAL THY PC� mtl.:O. Indio, CA k,20.7 HEALTHIER 5e5 , �fi ernes= �veri e p�y s� � '�ilV C _ �2'3J- El f FOR ALL O T':={CR ARE.AS .� k t Ot fyEVEizLnIOSEVEI,1 1 :1 It'll v.0 i�4•:0 Yire Many Communii-Tes have '5C00P, the poop' street or gutter,i er. USE A-BSODE3E-?v I " 1OWS 7)1CT govern lei west MA I t nR_ALJ sucf is cc.ccrt, i.i er i0 clean- "" Gie"ri13p. .SO ile a', -these iaw's rim spills- SU'd fF-p rJr :!seu a✓SJrbenfi RN spe f-Icall4 reqjire anyone MC criCIS and piaCe it, in t ne rash_ who wall,> an animal off 1'�<_Jk'w�; ,,,. `'. Ofi .h_.lr {x'Operty to x o T sna;e enough to awn e horse or 3"1Carry 0 bag snovei, lives+Dck? You, 00, Can picsv c Darfi In .TOP, pr^t eC r i'l9 'Srafi s_ieai"fiYt w^5l a le 7 T Dy 1++ r^. C ' r Vc ^ + 2 r r aniriel musi' be reSa^Li ces. 1 ne {°^F*''�IrR„ Cleaned u 37t,medicteiy CALL YOUR e�r�mg• & p i i 011owiiia are C s.A �l1FQr^CcML1tiT �FFr CER few simple 2es.� LOCAL CODE r TO find out r[are about pet wasie Managemlenr ni L1CTic,., I'w \• regubtior's. 1C:`v't PS) SpocifiCaNy Giesioned for horse pets Cie only One of i lne mcny fixtures of Owners am landowners x suburban America inct cod -to water Wit In r orses.. 011utio,c: Law , fertilizers, rinse wafter 01 w P �T�..� your manure properly. Do not from driveways and motor oil clsO Spore JnprOT''_":.fieC p6es 0f ,ilCi!'ti.!?'e in comm, vnly end Jp in s,, earns anc' hikes, pL'aces where runoff may enfier CALL 1-S 5C6-2v,.^ =Qi r- s reems; and wash the manure awrv, T 0 L .^,A7Y R r,0 U S Y6' A S T Puce a cover or iarp over t he pile Tv C0i L E CTI0N dLOCA.1 't:ONIS ANib keep r0in1AtCTer OLiT D i:`s to cispese Of your le;tlover CHECK W3'fli y=7:Sr I3CCl C`3'UerV::'.io••n nczardoL,s me erials, M.ai'ntoin v0�ur als rict to design manure storage cutoritc,aile to avoid leaks: Di pose Of acili'ies O prolec7 water quality, used Vehicle �[J4i' propei,ly. Your pe.Ts i hese structures usually COrs+ST of u can be poisonea if tney inces'I gas, Oil 0r COiiCreTe iriorJ iL• p.^G e.c�, around VdifieT' ani i, ac- that drips Qr fo i Yie pavener,fi 3 G shO;i t4reli n one or s Wo s'7tie5 'iO or, Is storec in'open COn a7rie^s. make am+<e 3 lino easier, t-?^�^'±.."�3.ati "mw+``F.a se W-' IT � ..'�.�'" u+�+-v"`Y,T�f�e-`. .,d�c-�"i-,•� T _?..�.rs '"Y,'.TM+�:+ a. Hr:* S r rY ENV-i�`+'r':�3�i�L,V i in !_f}a:: 3r G +'•iv your home by j��'If.^,4'L+?••C.{. , :�t'ie5esi pie e" ; cctice5. )gutr 'i+w, w iA : ,'. .„ m , D i rt ' arty h2.tc.?'. OrS Witi Gpp, e .in 35"`': E'9{.riJ Sci- z3 : i^e doo into :^E env romne t i hev Can �e 'YVE ail love D•Jr pe-S DL- oe.` wcsl e is C cc ied by flies onc!^.-her I,'t5c!'T5, wine, Criv p.:blie:_ ?,Aervane likc5 to OVGio'- ='e 'WL'-f.•e ri'CSi. left on irons-, Siaeualks, Sir'eets, cm grassy areas Cre : tme'ai -ey zill '!e(7 if%iiC SY12 Flies a'ls GT:'12r ,p•'.-:57 iP.Sc_i5 rvC also nearest weterwe tNhe^ if -nins, Evens 1't You iiiir Ease when i?2:' NJa=re L d+S7CSeCi 6T can See :.i'_Ter near voL, -:he -air, Cr WvS-e t"�p+ .�per4y :+e'GOa llKca C rIJ!SG?1Ce -.'ttl:: 0.3'�i(i.^�,• 4Arf�Ter WAJrHP 5 TO i h'at PET WASTE ?ti��"S T E _z/ d VC-, afoul recto, or•&52n5e rQ"15`it:5Si0'^.: •2':.�,4 1 L-;ZI 1 T iV THE S where it '1"r Cve is I o vat+,^ neiahtf3,nc�oC� cr eek '�`yrHAT P.:'r"NI Your or Icke UnTrEC CG. These cnimc; � drD„iC'i'iGS. , , 5COOp L1 }iei {pv-rc i e ?tt'3' flush .� EXiM+t? olsa contain nu r+erri5 that cct, ?, orrtc ie r"ie. T iEt Clle+ Dt1 aT alociz, in our 5Tr eons cric' la',e5. � `I "J_mfER "m' +Attp �D_+ cucs=e into e 5,ir rh T h E risk of STGR1.4 '✓ A;c Etr;or catcr. 7e5in: L•ON !AMi NA 1 TOE if P?.7- _ Ua_ Tine compfime'Tai y ^A6 r G ,nests VdCrSE is QilGirJe.6 toflC r�rluh iE Ire C!iSti1G1 Ret'4 . U T iS Gs i ePel'li iri 6ispensers CT Ioccl areas R lei i or, Si''ew"clks, si,-CUTS, . Or park c=ivewncy5 where rsnc, ; can carry -hem., t CP;2;K5' rX i uA S.=,6s wrYeri wekiFra your � STPr ,itSeWi'v;^5. :_l:oc snd :i cke ?heIT! cvail-±�e Jo other De T,'Wrlers who are wi7!'oult. ,orne c-s the t.:TSE SE 3 AT Jt a"Au f7oro PET 1Ni.s72 are cDli ;? 4a..=� i.:"iT r`Zi. .i how To vi ODel-!i � 7aeiZri6 + h a071 Cif++Se ';Secsia and r _ Ci Carl U ,'e^cpeT. coli, „ m o + ia, uhi n i spr ead E ;juyr � t 5 AND h /� " � C Crt`C� v-{_S`-2 ?7eLes. Do,s Cis ccrn , ` L I I C+ T + ` he EhV ^ `t1�, T i Jr.g� rocnlsms c=sirwrhese oiseces n ve-rGi e Them TO C!eumn a P a ar pe iS. 9i �I� vynt9 ' t ':t t2._ ...ate OG.T. p=^252„+a tGi s, c11C. �rce y^ ,=SSCy `�y if;T3P i+..`.)ffh. Q:7Cs i.• l� �r ��f �r' i'=���,aY" �ut5mu�3`-�r ,�`.y ,�=rt.; .r__` .:•. .rv-� `+n:- -, w �'.-^ a. i Ki` Co"�'1�05'kriO - �, vege.r�_i iVe iv Ye,^ S".+w`-,-�"n-.'? `.e . 1 =�_:;^_' : r''ss ploceC• Many j,i the 'r-ienmcnis ou d in 3D:.^,i':^.- o o steeper sic e� ''u �.�,� v y' ec ire care I U� �i�rs I1C1G and 3 Offer .._isocs+'. 1� hen usi iCJ inzse he'"�iCCtis, . be cei ai - es.... nut ien'1> while •+ � � sen>e 4uideflnes' i?nproviri� theyin,„ .: t acoea^ance of `fie R £ z:P. y nttr Vr+JrtGa"T V, ka '#,,e - .. f rea, soi(is oil h o1r olds Re aVe uei On' � k S�,:;.ii vtE. > it y �{ Er 0 SouK tip Lo�qe tat,Ive Covers will . T19E oil ❑!"o ' ISpOse.n* it in C 1t7+'iTVV. ri^OVC.�i2 onmcJs wl Dei e. Trc`tz:, io'n taring wet or icy Condit iors. sF`Cleu PiCstic bog, CH Y anu-nubs out i;i stec,ni s Desianez Store pesiicides in o �^..k -d• di Su e-am C ossiilos 7a ovt3e £ SOLE, eICSY wf`i� Vefl IioTE�oTe'o. way for horses o d Hvestiock To streams, .. r , nYrOioCt sT-Ot aaiil Ge!' r en--+re en-uraces he L?Se o f I . 'ici6es s�r'foCe crossing instead of the stre=bed to r�E':Si "ro r1 rain and -ncvi�cte sirecros, nis will cl#ow w+v;zr. Je(JEie'i•tO+n -10a s'CiiJIiiZ2 ncttur3i SY:rea,:,�, 3.-aor,ai_«5:4.-27555 t Soca-,e w1jr . 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IJ(.t l.f()I Il illld de cool WWr ittµF{+t57'fj�� f7i fi+S,',�''•v��fC�l: to a process that removes oxygc':n horn to{ �� 0:4 . ' a. ,_} !6 r'adyA„ tylj+li. Iho wafer Fish rincl olllc't ac�uallr olgantsrn, Can't exist nl Wain WiOl low dissolved oxygen levels. l� J;,,, I Jutcliaandolhcrpathogcn;, canwl. h S�tt k •� "7 E . t r a 9 yx uy ' t 't1 nto swlrnuung sea and eroFllc he Ilth r `Y A, Now i - Words, oftunnawngfaahclo�utcs c Gzrrt +� ty�qx , tx 4 U! blis - pl Ise Ie bags Ix'-pack Iings bo.11c.9 aild �¢ v. clLttlelle butt washed lnlo wrielbodle call choke, .,ulfocalr„ of dls.lhle afplahC life like duc4 , tech lulflcs and bids I lousehofd hawdou, wa;Les like. in ecliudc s r,esncides, waist . I l olvcnC , a„cd rnolot oil, and ofhc t .lino flouts can poison t,c n aUc Inc'. .` ssAlk land animals and people can become sick or die from eating dvamsed ¢sli and shellfish or ulgr etlug poUutexl water. Polluted stormwalet often ;1olntwaler can pick IIp deblis, chemicals: (flit, and 'oilier affects dtnddlif! vai el pollw ania and flow Into a ,Loth sew0l ysr.em.or dltectly.to ' ' ' i+°ly x�at` .t '°�""rk Sl>Ci �<n"l z" ,q fi:, r <L fiisr ay. orIcQs This, Ill Win. car I tbc . (seam, rivet w Iland ,n c oasLal twatra: Rtlyllunp, filaraikct hlnuan la'allll and c � 5 # 't fi '8aa,, t s y ntc n.; a tons s€'vn I } .le:m is dlscfaarged tnlCre�ale^d Into: . �u ku-s�. � � q�- �� increase cbin,L lnt;c�raCer , the wnictbc,nc� s lac II c^ rot-swi swimming h,,hulg, and plovlding I ,f '� �` "§ ', � `! h<aiulc:nl costs. dlulkingwnla- t'la$ 4aa t .i°a� 44:uaY 1941'c 3`� �'r. ��t4 TI�.� d;f, �4: ����7 )�S� J a �r� ,✓ ��aY,�fiY a��vv, '� �� Yet_ . :i`7.,. . �� ��� _a � W,fAr�_A4AN.«B"NiaNkf?�+X.a�'A> C.�tu:�{dnEY.. Wa"t illR y alsLooul ! �Ills af.f`lonle �v. � i, � curt(in++rl, M cdduitlnf la,rlrntt 1 vr` 5kt, g P A ( gff)U7 1rFr;76nte (irNnuropY. Can send (IeLeligelll i al ld ot:hel ., +}'Ery jl.: ,1 f/�fGt awl fr mkitliA vmi,A(mm f11/!o itiaBit. 07�,{If ed! conlanunant, ihlnt#gh the > _ �a - fh, /Gal"fioltulaany,( clrtnraf 1Gf" elraiffh off 60, ra+nnicil „ strnrn iwel Sysl_cm I umpillg » - t`.� automotive Ilnld< Intn slornl nr+rrdlFrl ifla rr. Ev'm, rodhl)inrlq. f>e+c�rr nt, 7 oie (( didumr, Or",4,n(moifold un'ttleli Ilan" a dlanas-has dau Caine resnlb as Of 9I Cnrrlr'tbf, rGCrifieoA Arad, nd lfumtevlk pa8vid',1, pn(rtt, dnmpnlgthcanaleiidf,directly mLo a-vnu lbo,ly. ? 044,1li, (,It((/ wed, wd , od dwl uffm, ado �I1Ix/E. �@r{l(Ira f, �(, luliCrd� aml / �� yy 4 Use colnlner I it cal wash dlli ue^ats or Von, fl�lnf1N 11e11G 0lltp"tFl$t,((YO(llf/G B'rF il(lO'dlOQliG"dh(e nd; recycles it's lvrlslr woltm, of wash your car oil 1"fa rnCnl#le f'ilvPnwn4--It IdilionEJ <on( rele tend yolk yald so`t I wittei inliltrates into the aspliall.doll'[allow tJater to 5oal( iI lio nl( glound ound Inslaad Illese ulfa ( : lely oil rlolm dl nos to divrlt unwanted wrtr, t'c inclihle pave lnrnl. #s' Re Slid leaksand di;]�ose, uf used Auto fluids. - *` [ i. sstenls allow rain and gnI>mmrll Ica soak Ihrou rh, € and ballenasa4 lull naiad dlo off or. y g x( ry I( tUhmrr s§ g p' decles inp etgrulwaler mmaff uld pc ,III Idrt. � Iecyclln�,loeatlols. pplled In lawns Y Po 3 s� , rtl `✓S. pa ltsun ISarrels- Yuu can and g.nden,wash collect raulwaLcl Iroln - off and pollute t SC lfG P �PeIr waste xallo tti in mo5c uifo- j V ;IIPi11719. I1a "�aY { < a' Tat $ 4 f v }; s(/Stems m pro of,ontaincls I'he additlon; Yard r �M -ei,waste can lac - wat (an br n d I,I Inn clippings mid # � �" , f eakm� 1 � �. I u � e. Le a v "s Ina'or.,oulce o(. I - -e t' ` id �h 6 and I 7 ri f " , ,: Irlwn of garden areas, fps n le avice t an wash poorly 1 bactcua. Ind uahaslonlnrlrains and con ttlbulr '� �xcesSltutrlentN'mauvatned k g Unlit ( l dens and ea!.A r d nutrient and oI rani InaltEl to rlcams In Iocalwalels t st?pIIC '' � (i riacs} `wwnles ataccially ' Ikm I ove;rwotcl your lawn Crnlsldel syslrnl5 release nuUlents and v vVhen wa kinu . ry d(vlyned areas plvved palh ens I aCfClla flla l with IIaIIVe )lilll, can ploVldf, natmal pl ace"i fol using I sc�rlk(�t hoseinsCead of a g � yoru pet � I � I vifilses) Unit c n be Picked Up- Icnaenabel to"lick tipthe E _ , ralnwaler to collecl prnll h.l by sLolntwal-ei and dikhalged 1 and soak Into the waste:ancl difspn:>e of if' rrt,--- I, Ilse ncsllcldcs and fcltilirclr uilo nentby v✓alclbodlc o>erl Ilushin ?et gnaund. Kaln fr<,m I I Y g I ;pillnlgly Whin use Is rlecessnlyi use I a lhogells cart ('auk public waste IS Llne.besf disposal. arre�� � roof loll ll an n of paved llle e chemictils In the recoinmehced health plol)l_ems and meths Ldaving pet waste F, I' u(als con h« dlvowd a envuonmental conccilis. nulunl„ U;,e or{,utic nndch of safest I on Ilae ground increases �� Info llicsff isicas real hr;r peal (: nHrol methods n whenever ublk li0"alth nsk by than into torm rhalns. � II1 pact your yslaln Pvenr � r nossfble lllowif harmful-bacteua v an cars 3 > pump dqu r d Compoa l: )I Mulch yard waste, Don't, (anti as neces_,fuy (overy 3 I and nuLrledii ii and ual.o oal ei atsd Filter Sit ( wit I (tier 6n to u(. arc o of IhC'9CCiII Blain and. na nve gl as5 oI plants cratll ed along undw ays of Icavt a ul.Lhe su co6 qY'sweap lY into Lo S yeah}. _ I � sflolna Blahs of 911eallm. eventually Into local, sire mns- l'licy Will Ilse pollul mis ytorinw tle r # Don't dispose ell � walei dies, picks up as it: flows across dnv( ways and ,liee(s. 4 Covet pfe's of du t or nluld l being hoUSchol(HlalardUCl, used in landscaping plolerts. write ill siiall s of tollets oil, anddebris that cb ct rn Ci a controls I[wr arcn'tmaintained can cause fk; n' I ltlrl{f} r �` .'l p king lots and paved rheas cai,t t)c r���ceseive nn OuIlCs of sedlrnenl alai debrio-S to be }}�.h �� I t -.c �pre„rey?}y f S.� wayhod into the slrllrti sewci s stern d(lied into [lie.Slorinwat el, yS tCITr. ConsCrucCion `` ii tkya4� � #AIA.' 9 7i Y.:. - g4 x rt dF'FrtP ll rt� c `> l y U and eventuate ent i Ioaal vehicles can leak fuel, oil, and other harmful IlUids - y iass 6 ' 1'q� f' kr+)r ° a #i �a � walerbudres, that can be puked up by sConnwater and Swrcp up liuci and debris from deposited into local waterbodi sick rzalks, dilveways and parking lots. C`Divert storm wat,cr away (corn disUubcd or t ; '�`+"''s ;�.. �f Y', e,pcuallymound storm drains. exposed mcas of the ronstnrclron site. Cover giease Aoi age and dumpsters Install Sill, is nets, vehrcle'TrUd rc-VIOVA arras, � � a �r, and keep them clean to avoid le-ak;. ve�etanvc vwer, alrrl other[;edunt;nf euui �, v !` i ero Ion controls arrd properly marnlam Chem, l epoll,any.chunicatspill to theJocal, especinlly after iainstoi ms, huardrrrtswastccleanmricarn. "I'irey II know the rest way to keep +,I'tevcnt soil eto,ion by minimizing disim hed , r spills from hamrng Chi envilon ment. areas dming eonsnucUou prole c t, red seed rh and awlc h bare arc as a, soon as possible ag A Lack of vegct Aron on strearmbanks can lead to crosiun Cwerglned p rsl.LJICS can also conlrlbnte excervc amounts of s 'clunc I t:o local waGcilr files, f.xress ferfilver , and t t twc`F,. , pe.wrcides can poison acre me animal, tnxflc;ad to rlespucntrvc algae blooms. Livestock in stie,mis can cnntaminnte watermly"i wuh bo terra, urakintnlh4111-unsafe for human conlncl ;� p theiln'rrvosLock away rwatel soWmelawaysfromwatels and >rovicic iboclrer z # tk`,:Y ij'' I Store and a m pplyarnrie, awry from waterbodies and in Mfr ^` :r i".._PPU accordance wl.h a rrnWient riiarragemenl plan_ +t� .53 �n +rtey x 5 'rt ilb F �� 5 ti%Fd`�t tW '` •`.. t UPgf,t ace riparian fire rbEionEy;walcrways ine NI I. r •!gy m t Ss�' 'rtd %� 'f F"'1h3° JrF p, A, Rota Le.�Nrml grazjl g} to prevent"e0j] hrU51(1rl in holds, ., + Apply foI Uhzi I s and pesticide according to label to save ninney_and minimfYc pollutiO11. Uncovered fuckrig sr rlrolr allow pills lr, be tfv t „ e washed iriln r;torm c6 uus Cars W rrling.lo be epaned can look lac oil and olhrr hannlril fluids I.l'1st can Ira aic.kcrd a b, sto mwater. Improperly rtianagerl logging operations carr.residt in erasion and I� I 1 sedimcnintion x[x • l Ic an up spills immccli ely arrd pmpolly a n 4 Conduct piehmvest planning Ce prevent erosion and lower costs dispose of cleanup realcrinls. Use logging� method;, and cc ui arnent fhat,mi0kniz.e soil disLUrbancc. 4 I>Iov�ide cover over hie ling� t ilicxrsancl g6 g 7 } f design orrmrofiCf,u,rinu, ; lot ,rill yr lr n r + plan and desrtna skid trails yard areas and Uuck access roach; lc corrtui nelent minimize stremn _iossim's and avoid dlsturbing the forest floor. ♦ propcily m amlain fk c I vellicic,, to prevent k h # Construct sirnam clossm rs so that they minimize erosion and h sic aI oil, gas, and otlusr drs<h ri te hoar ere�t 6 5 Y Changes tq silednr3- Washed nuo local w itcnbadiE c , i�r n sr�~} �? ♦ L'.xpodrle revegelatlai of cleared areas, 4 Install ;and nralntani oil/w«rter „cat>arators. a"td�s` �eS e i jy�¥tAy U 'lI $„ -47 1 I C} I ip G, t? o �17 O r ' lac <'C r'. ." �) '� roaSrn3o j °,' je��jN, r " 'f5 ) to N zd a7 r1z n, c N J m iTl D O n .s o rp O ni 'l: �.� , a a n a, 9 l u (r� a II w to v a a m-d.: J e i & fl u.3 > TS m S� ,� ..N 7 .ZJ a' u lu > G) sS' (� � `a Np U i ;n a, a � 'rla r� �7 iq' C} y N (7'I m S iut5 r2 n h3 t1i to (,� r"U_ so u o iu Ur urIt r a kf15 0 Z. mrri 7. m ^ n} m rT, l I' 1 " to I IO I y to to I JtT KJ EZGcro Off qY O Ca CI -a OJ{3 CS m.C_t v, CD CJ ip 4) o t a� <.g m n il.to o n cn cn tr,<o 4n w w m u cu¢'s «i. U): a ,o (� '��,�, ru rz r� n Iwwan,m ro,r.JOmu310-..Iwwta oI m + a n r tg ry N it I cn�n n r rQ to w to r �zn <ti Slmn y� OR f'�� ra Itor� nrrnra q,to rp y> �- f r �J b`J C, -� CJ U fJ N rU �`4f n IJ h vl r I CA W N ro 1 {{�L �+ mn� P bt`ct». Iz tan, t�wtt� ..� oc-� Jc �y s, — d f � A.. i { `�k}_�z �..a�19€' al.',t`tc's$ 'F _�.` -' �,{al .: € �, 7 "J 'c. ". ,;.�'•-7 tg Y q -,t i's4 I e r tr 10 4�3 fxt'�� �lx��` S,,hrk•. ,'' ._:�'��� ',, 'r 4e.+tXSAa' �i��-s'afi�s�te$ ���st {� :: elk. � �' �i .*n ° v .. t��a�"t-�.'��P�d�+rv�n i g ) 1"�� Rive r^I< ''oun v has'we drainage sts ms -saaianr sewers and s,3r7r. sins. The storm d.ain GySiEm Is i �- jj/�"(( i ! designej to Nr v Ri flooding by 327rVing eXCeSS x M) �. -- -alnWa, awa) o s" e s J'.. Rotceslonectoo .a waste disposal system. Since Urte stor.n drain system does not Dro'vlde to, watei '.r ea$rlen ,.it ones serves the unintended function of transporting poiiutans directly Q our.va terv,+ays. 1 - Undke Sa-i ary _ev . sro;-rr brains are not a O fec-,e eatmernP&M—theotow Break, J' iDcal streems, v?r=and lakes. 1 er discnarce5 such as h on-starmwat., wastewater enAnated from outdoor t' Soaps,degreasers automotive fluids,litter,and a host cleaning oroiecs often transport. harmful polktan into storm drat -s and ou local of other materals washed of buildings. sidewalks, plaza=_ parking areas, vehicles,and e ,uipment can all \Nai"f tin?yS. ''OIIUteC run-off COrlia'"il la:eS local water 4lays and poses c il'edt tC �," Pollute Our W3LY:WcVS. groundwater resources ry t ` rsido r�q Sjn nr.evcnting is much eater ail;' Ess camw than Cleaning 'up "aver the faCi l the Wasand Cou i.v of Rive a,de Prcg=im3r,'s reslden.s and �I businesses✓1pol!utio' pr .r.., :act v,. ieS sucn as )SEC cc ib6.0 ir,this,.p;;mp iiei ' er The Was ant C.cjnty o .vertu£ have .. cpb ed c`dlnan es fo'Eior 3water T ragemen:and disc- arge cont cl In acco:da l ce -�itrn was and f_ce ai t.esE ;Goal st.;n;:`a1a r ordinances amh e'R to d sMarge .; � the storm craun system:) o�ai SU.,a...:watt s. This IRCh,.7eP norl-stoi mvNater csc� anges coi..anJ .tg w" grease. oemTants, t.eg easers, : at', or oter waste i rr 5 , t �i �as PLG=SE NOTE. hE ds„h a ae of oolluia, is ,c. i`re site, auto: a. storm drain s s;em. or .eater wars - wi` ro.,f .. Regional 4Vacsr Dua@y Co trci _oarc a „it drhaiver-Is s€ncliy arocrbieed by local ordinances and sit[=_and federal taw. • EVE;y 12J 'a irVla} S;r+ JCIr' 7 JT 1t cJ' C 17 �trvCi hB t1u3)1 Jr /vEi tf JiJ Wa? -he watershed c a s a 4 �ii�# Repair of U ar hci st *Y Cleanttng T • was-i cans on a lawn or i7.nbaVed sjrf2ce t`rai JispcsG C dlrt}'Gleart-r_sCI UStP..� dow'ni a sink will aysor s and help ntl i the water. Don't or toilet.Do not dispose or it i•the streetgut<er ai,ow polluted waste war f zo stow into the orstoirrdMinsystern. st,e.1,pu-t er or storm drain inlet. • Repair leaking, ve`is es P DMP i)' iU5e ,ty�s�} rl?la$e SLR c;7e 3rafoSSj0jna don' tMe absoFbantS like Ca.-diboar0, Cat I[ra_`, CIOLSS, he s orm drain to emppi-y heir tarka: ere i0 safely catch spills. Sweep Used Profassionals s.houid dispose of the Cleaning absorbent materia s and place in -the tras`i: s iuteoas down a sink or to&--t, or re ucrr to their NP`>rer dump oil or any alto dunes onm the - y-ary Aar disposal rm the sanitaar} sewer ground,or into a srorh drain inlet. h4ake sir=they don'[use the storm,a'rain! • If you chance y v,,r own oll or antfTeeze, be sureic recy8e is Call 1-fiDC-CtEANl3P-nor the nearest disposal location- YOU are: the Solution 1• (TiPS),Usa.a camrrer:.ia± Car wash. Gar waSf; to Std rni .ate ' Pollution' facilities ar-= designed to Capture sit waste grater if an ainc,service Center h a^,ti s tile.oil _ Wa ,„tea;. ..*, .. rsa rcYk2vdrr= water �vv y;. zr ? �t`Nr aTdsYard Care Si: '2t 7.7.!2B and storm cra'in rnlet.s. r . ...au 8 Dart use chemical pesticides or herbicides unless-yo,, ;eve a major, problem and never a aaDlt, if rair, is forecasted. o ad, laCbels r MIN ul?v, ndaasonryand Ply spa,rngly �M1 aW 2ss APiapplicationsOe 7CalE -1 paC ! v- weed killers and ietdfaerrs. tie sure that your Set it:) and, operate s..ia� 'n e;s on heavy lawn is appropnately watered . mowed { arpsa c-',apclofhsfo chain naarialsoilla `ha urea and ae ac- Try less-toxic al-a-naives for tIe ya d and, g mien. Cal; 0 dose'down miyerS,tJO.s, and trailer in a-der I 800-5G6-2555 for FEE coot/ Of a Home a"ea Where mise wan wort Mow il, 0 the Garden are i3 H p n'O:ract Our s reetourierorstom drain-syslem. En Yiro,intent. Clean, up with a broom, NL " -,Do E i ne G 'Don' blow or rat',e vard v ste in-to the ateei cr a tt es ma v rae was,ied Id,a ar,area bun gllue".Sweao 1p the leaves an iiDoings in e of into the s'ra gutter.n s'Orm dal-S}'stet�,, i aS��r rr r+ San a-Cr:rD Stolle.- 0 If YOL are r rlJ attnc voU 'ands avina think, T aIYS1 if the work is ccn -ed. C e )ICV« erosicrl t"^c, i�( Ft n_ dint and O bns t o!n core actor .bit sh a_ ° almse are. bsrore sfar:3rr-_c t<,= wJr;. Try to rr . aan_ze ram= Use of was,ting.i to SrorM❑.rains.. water in be ^i =r, L.P. ;era a-zircon=%ac#or s c a PiCV. ,Io Pot Vraste an.. C:sJcse i It r"n's ng trucks C equipir+?am in the atlas!ornea'' a < ;C`.?W a�.c i,.f"•ly"t ei to pick =t afie. vcO-Jr a sttor—drain 1s-ills, ai an:. :nda7"g ,s Wild{irai rC ave rh n 1. OOOw i2: wC is aVi'Hl.` L � '� `"c:a' '"Tr=b'�`�"3'��'�5.ea"'^' '��,^Fs^ Et+y#.-��-,as y_-" •*-�,. ��� --w�-^ "`�C n u ri �;'S,^�� �'`�r?!t£• ,'?`}t� l+ifi�.d�:''a�.fi+,.J .`?"t,t7h: Cs-+ar�(i�.'{.+t� C);?Iy ,+73dat'Jr..c'?"tJU:rt^SOZJvJrilic":� an S&-io �Sly,at, Czz our river's, lak-mS ani ct c r?7S. - 41 gedbM -'& Painting �' De : e the ,era in he pool w te-, use trour horr caul can :catty tes,. kit to Sena dir-tvcleantnowalerd7wtr a sink31' a!}Ei. `reir4 the peel water 's free 6" all nCi into the sireei Gu riier: or s<'a- t r'ri arair� system. Drain 7GcI avctet 'r_. l:c`1:7p^Sn.-cped a'c.c5, T r nor:-t x c a arnativEs.Cali ; 3CZ-S+t)6-2555 lawns, 'va Us, or ans area tihat.wili abso 1 pa w per a r1RE= vrox-hure on environmentally entally mbsv of the i'1ate7 You TnaY have.'to drain f iendlv G eanin,aall:"latives,—the home. f h a aoo1 w t8r CYer a?e 7ad of a Jew dc'V= to aflo , the lanaacaae a-eas to absorb Never clear, bru,. eS or ririse pain;oonzalners mos of the water. into the street. outter u, Storer drair) inlet- Cl--art iateh pair l;iPtir brushes 7 >a 5In'."i rI%Ef Avoid disc"arginC pool wa:er in:c -me anH reuse hinner5 ant, solven.m f rr oil dared G'uitQ,"Jr SiO;i'1 Gfa6'1. r>sms. Lliver tiiiE-ri^>4:teaier anc backwash into D:cpose of unusable ''paid-, thinners, t`;irner landscaped absorbent areas. cdut; and d=aninc a,xucts at a collection event Gall 909 °o8-5256orwww iv c eh:oro for the bate anc locatear o,the hext Household ONLY RAIN Hazamous lM`ase oel i-11_Velt- IN THE BRAIN (i PSj --Em.oty o4- dry pa^w cans mzy go in with regi da household garbage ramove Inds :IrStlm., " ., .i• beforecispcsa+ Let year blends rei>..r?sand �S k� bd�P 33'nteC1aClGe <ti7r'c?n:'_ Kr1 k5 r22a`J m drains``fJM'directly to 7c'ical rivet s, ?aloe and sip ea s withou" U You !use a Se+Jilc system mai;e sure it, is ir'2 furi.cttnlna prT+pef.N. 'OveT-fdwing fr51)+Jc Systems asesE raw sewage i'.i at car, fi-m ro rivers, lanes an- gruu-11le w+aler., cailsnc seriiausoar:} anaticn. Hon' o'en your tank, will need pumping 3 � a i3 £2 lance G o=_rds largely on ne s_e he 12nk, . a ,.. . nun-;per or aeocl= in the i10 se-o:d. anr; ins ID C.omrci 21g ae ay'-FigulattnC chlorine le'Vels. Do kinds of 'wastew .er discharain_ .olofia.nces not ruse copper-based alciae ce?L i p o carts. V'3u use. ri VDU net - lraln +aur #ooi i+taie,, '-all your Whe n.J ,i;l4 sail SB vtGe�:Gr•`aw i li...aa, r•'tired 1:152•: SP-W-'Pl_ 2ncncY to find Dui ti a 0 pump n ::,n_ contems a,-' theSeptic- will;. to +' J ri t -y Jewe, [line f.. lhev . 'S3 'ijrliKje a. 'conta as of app ov—c, allowed. ':11;_:_ in-orn-'a or" or, the reverse ozpcs2l n.:tes. Call .vi a `nine S{dej ?. ;lr SaWerITIP 20 nr-v T I i n t aC "t' Poot t JAt"c "tr.3✓T`J C Y and c ?3 r.? ! \+Jug a w2rer Y`u,.,., �air'."' 3L.:Bv`'S c w K S sS ,:, i_,ltD.;i'lew.QCie'81tri25 Gi'_SS 8a";�,r.r::c>:•L#_ cUif EL l?2�r.,''.�[cf rc -r: sub,'.si2^_r'S_ i• Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Bioretention TC-32 r •' ,� t Design Considerations gY ■ Sod for InStlra@an ■ Tributary Area x. # _ ■ Slope a Aesthetics ,- ■ Environmental Side-effects �eli rsf "yr�. a_s �t Description The bioretention best management practice(BMP)functions as a Targeted Constituents soil and plant-based filtration device that removes pollutants through a variety of physical,biological,and chemical treatment El Sediment processes. These facilities normally consist of a grass buffer El Nutrients • strip,sand bed,ponding area,organic layer or mulch layer, © Trash ■ planting soil,and plants. The runoffs velocity is reduced by kiefals ■ passing over or through buffer strip and subsequently distributed d Bacteria ■ evenly-along a ponding area. Exfiltration of the stored water in Oil and Grease ■ the bioretention area planting soil into the underlying soils El Organics E occurs over a period of days. - Legend(Removal EflecnvenersJ California Experience * Low ■ High None documented. Bioretention has been used as a stormNvater ♦ Medum BMP since 1902. In addition to Prince George's County,MD and Alexandria,V A bioretention has been used successfully at urban and suburban areas in Yfontgomery County,MD; Baltimore County,311);Chesterfield County,VA;Prince William County, VA; Smith?Mountain Lake State Park,VA;and Cary,NC. Advantages ■ Bioretention provides stormwater treatment that enhances the quality of downstream water bodies by temporarily storing runoff in the BMP and releasing it over a period of four days to the receiving water(EPA. J.999). ■ The vegetation provides shade and windbreaks,absorbs noise,and improves an area's landscape. Limitations ■ The bioretention BMP is not recommended for areas with slopes greater than 20%or where mature tree removal would + a January 2003 California Stormwater BMP Handbook i of 8 New Deveiopment and Redevelopment www.cabmphandbcoks.com D-10 Water Quality Management Plan (WQMP) MARMOTT FARUIELD INN AND SUITES • TC-32 Bioretention be required since clogging may result,particularly if the BMP receives runoff with high sediment loads(EPA,19go), ■ Bioretention is not a suitable BMP at locations where the Hater table is within 6 feet of the ground surface and where the surrounding soil stratum is unstable. ■ By design,bioretention BMPs have the potential to create very attractive habitats for mosquitoes and other vectors because of highly organic;often heavily vegetated areas mixed with shallow eater. ■ In cold climates the soil may freeze,preventing runoff from infiltrating into the planting soil. Design and Sizing Guidelines ■ The bioretention area should be sized to capture the design storm runoff. ■ In areas where the native soil permeability is less than o.5 in/hr an underdrain should be provided. ■ Reconmiended minimum dimensions are 15 feet by qo feet, although the preferred width is 25 feet.Excavated depth should be q feet. ■ .Area should drain completely within 72 hours. ■ Approximately 1 tree or shrub per 5o ft-ofbioreteution area should be included. • ■ Cover area xtith about 3 inches of mulch- Construction/Inspection Considerations Bioretention area should not be established until contributing watershed is stabilized. performance Bioretention removes stonmwater pollutants through physical and biological processes, including adsorption,filtration,plant uptake,microbial activity,decomposition;sedimentation and volatilization(EPA,1ggq). Adsorption is the process whereby particulate pollutants attach to soil(e.g.,clay)or vegetation surfaces. Adequate contact time between the surface and pollutant must be provided for in the design of the system for this removal process to occur. Thus,the infiltration rate of the soils must not exceed those specified in the design criteria or pollutant removal may decrease. Pollutants removed by adsorption include metals,phosphorus, and hydrocarbons. Filtration occurs as runoff passes through the bioretention area media,such as the sand bed,ground cover,and planting soil. Common particulates removed from stornawater include particulate organic matter, phosphorus,and suspended solids. Biological processes that occur in wetlands result in pollutant uptake by plants and microorganisms in the soil. Plant growth is sustained by the uptake of nutrients from the soils,with woody plants locking up these nutrients through the seasons. Microbial activity within the soil also contributes to the removal of nitrogen and organic platter. Nitrogen is removed by nitrifying and denitrifying bacteria,while aerobic bacteria are responsible for the decomposition of the organic matter. Microbial processes require oxygen and can result in depleted oxygen levels if the bioretention area is not adequately 2 of 8 California Stormwater 8b1P Handbook January 2003 • New Develcpnwnt and Redevelopment www.cabmphand 600ks.com D-11 Water Quality Management Plan(WQMP) MARRIOTT FAIRFIELD INN AND SUITES • Bioretention TC-32 aerated.Sedimentation occurs in the swale or ponding area as the velocity slows and solids fall out of suspension. The removal effectiveness of bioretention has been studied during field and laboratory studies conducted by the University of Maryland(Davis et al, 1998). During these experiments, synthetic stormwater runoff was pumped through several laboratory and field bioretention areas to simulate typical storm events in Prince George's County,MD. Removal rates for heavy metals and nutrients are shown in Table 1. Table 1 Laboratory and Estimated Bioretention Davis et al. (1998); PGDER (1993) Pollutant Removal Rate Total Phosphorus 70-83% Metals(C%Zn,Pb) 93-98% TKN 68-8o% Total Suspended Solids ao% Organics 90% -• - Bacteria go% Results for both the laboratory and field experiments were similar for each of the pollutants analyzed. Doubling or halving the influent pollutant levels had little effect on the effluent pollutants concentrations(Davis et al, 1998). The microbial activity and plant uptake occurring in the bioretention area will likely result in higher removal rates than those determined for infiltration BMPs. Siting Criteria Bioretention BMPs are generally used to treat stormtcater from impervious surfaces at commercial, residential,and industrial areas(EPA, 1999). Implementation of bioretention for stormwater management is ideal for median strips,parking lot islands,and swales. Moreover, the runoff in these areas can be designed to either divert directly into the bioretention area or convey into the bioretention area by a curb and gutter collection system. The best location for bioretention areas is upland from inlets that receive sheet flow from graded areas and at areas that will be excavated(EPA,1999). In order to maximize treatment effectiveness,the site must be graded in such a way that minimizes erosive conditions as sheet flow is conveved to the treatment area. Locations where a bioretention area can be readily incorporated into the site plan without further environmental damage are preferred. Furthermore,to effectively minimize sediment loading in the treatment area,bioretention only should be used in stabilized drainage areas. • January 2003 California Stormwater SMP Handbook 3 of 8 New Development and Redevelopment www.cab mpha ndbooks.wnn D-12 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES TC-32 Bioretention • Additional Design Guidelines The layout of the bioretention area is determined after site constraints such as location of utilities,underlying soils, existing vegetation,and drainage are considered(EPA 1999). Sites with loamy sand soils are especially appropriate for bioretention because the excavated soil can be bacldilled and used as the planting soil,thus eliminating the cost of importing planting soil. The use of bioretention may not be feasible given an unstable surrounding soil stratum,soils with clay content greater than 25 percent,a site with slopes greater than 20 percent, and/or a site With mature trees that would be removed during construction of the BMP. Bioretention can be designed to be off-line or on-line of the existing drainage system(EPA, 1999).The drainage area for a bioretention area should be between o.i and 0.4 hectares(0.25 and n.o acres). Larger drainage areas may require multiple bioretention areas. Furthermore, the maximum drainage area for a bioretention area is determined by the expected rainfall intensity and runoff rate. Stabilized areas may erode when velocities are greater than 5 feet per second(1.5 meter per second). The designer should determine the potential for erosive conditions at the site. The size of the bioretention area,which is a function of the drainage area and the runoff generated from the area is sized to capture the water quality volume. The recommended minimum dimensions of the bioretention area are 15 feet(4.6 meters)wide by 40 feet(12.2 meters)Iong,where the minimum width allows enough space for a dense, • randomly-distributed area of trees and shrubs to become established. Thus replicating a natural forest and creating a microclimate,thereby enabling the bioretention area to tolerate the effects of heat stress,acid rain, runoff pollutants, and insect and disease infestations which landscaped areas in urban settings t.gpically are unable to tolerate. The preferred width is 25 feet(7.6 meters),with a length of mice the width. Essentially, any facilities raider than 20 feet(6.1 meters)should be twice as long as they are wide,which promotes the distribution of flow and decreases the chances of concentrated floss. In order to provide adequate storage and prevent water from standing for excessive periods of time the ponding depth of the bioretention area should not exceed 6 inches (15 centimeters). Water should not be left to stand for more than 72 hours. A restriction on the type of plants that can be used maybe necessary due to some plants'water intolerance. Furthermore,if water is left standing for longer than 72 hours mosquitoes and other insects may start to breed. The appropriate planting soil should be back-filled into the excavated bioretention area. Planting soils should be sandy loam,loamy sand,or loam texture with a clay content ranging from no to 25 percent. Generally the soil should have infiltration rates greater than 0.5 inches(1.25 centimeters)per hour,which is typical of sandy foams,loamy sands,or loams. The pH of the soil should range between 5.5 and 6.5,where pollutants such as organic nitrogen and phosphorus can be adsorbed by the soil and microbial activity-can flourish. Additional requirements for the planting soil include a LS to 3 percent organic content and a maximum 50o ppin concentration of soluble salts. 4 of 8 California Stormwater BMP Handbook January 2003 • New Devetopmeent and Redevelopment www.cabmpfiand1books.com D-13 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES Bioretention TC-32 Soil tests should be performed for every Soo cubic yards(382 cubic meters)of planting soil, with the exception of pH and organic content tests,which are required only once per bioretention area(EPA, 1999). Planting soil should be 4 inches(io.1 centimeters)deeper than the bottom of the largest root ball and 4 feet(1.2 meters)altogether. This depth will provide adequate soil for the plants'root systems to become established,prevent plant damage due to severe wind,and provide adequate moisture capacity. ,Most sites will require excavation in order to obtain the recommended depth. Planting soil depths of greater than 4 feet(1.2 meters)may require additional construction practices such as shoring measures(EPA,1999). Planting soil should be placed in 18 inches or greater lifts and lightly compacted until the desired depth is reached. Since high canopy trees may be destroyed during maintenance the bioretention area should be vegetated to resemble a terrestrial forest community ecosystem that is dominated by understory trees. Three species each of both trees and shrubs are recommended to be planted at a rate of 2500 trees and shrubs per hectare(loon per acre). For instance, a 15 foot(4.6 meter)by 40 foot(12.2 meter) bioretention area(600 square feet or 55.75 square meters)would require 14 trees and shrubs. The shrub-to-tree ratio should be 2:1 to 3:1. Trees and shrubs should be planted when conditions are favorable. Vegetation should be watered at the end of each day for fourteen days following its planting. Plant species tolerant of pollutant loads and varying wet and dry-conditions should be used in the bioretention area. . The designer should assess aesthetics,site layout..and maintenance requirements when selecting plant species. adjacent non-native invasive species should be identified and the designer should take measures,such as providing a soil breach to eliminate the threat of these species invading the bioretention area. Regional landscaping manuals should be consulted to ensure that the planting of the bioretention area meets the landscaping requirements established by the local authorities. The designers should evaluate the best placement of vegetation within the bioretention area. Plants should be placed at irregular intervals to replicate a natural forest. Trees should be placed on the perimeter of the area to provide shade and shelter from the wind. Trees and shrubs can be sheltered from damaging flows if they are placed away from the path of the incoming runoff. In cold climates,species that are more tolerant to cold winds,such as evergreens,should be placed in windier areas of the site. Following placement of the trees and shrubs,the ground cover and/or mulch should be established. Ground cover such as grasses or legumes can be planted at the beginning of the growing season. 14fulch should be placed immediately after trees and shrubs are planted. Two to 3 inches(5 to 7.6 cm)of commercially-available fine shredded hardwood mulch or shredded hardwood chips should be applied to the bioretention area to protect from erosion. Maintenance The primary maintenance requirement for bioretention areas is that of inspection and repair or replacement of the treatment area's components. Generally,this involves nothing more than the routine periodic maintenance that is required of any landscaped area. Plants that are appropriate for the site,climatic,and watering conditions should be selected for use in the bioretention cell. Appropriately selected plants will aide in reducing fertilizer;pesticide,water, and overall maintenance requirements. Bioretention system components should blend over time through plant and root growth,organic decomposition, and the development of a natural • - January 2003 California Stormwater BMP Handbook 5 of 8 New Development and Redevelopment www.cabmphandbooks.com D-14 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES TC-32 Bioretention • soil horizon. These biologic and physical processes over time will lengthen the facility's life span and reduce the need for extensive maintenance. Routine maintenance should include a biannual health evaluation of the trees and shrubs and subsequent removal of any dead or diseased vegetation(EPA, 1999). Diseased vegetation should be treated as needed using preventative and low-toxic measures to the extent possible. BMPs have the potential to create very attractive habitats for mosquitoes and other vectors because of highly organic,often heavily vegetated areas mixed with shallow water. Routine inspections for areas of standing water within the BNiP and corrective measures to restore proper infiltration rates are necessary to prevent creating mosquito and other vector habitat. In addition,bioretention BNIPs are susceptible to invasion by aggressive plant species such as cattails,which increase the chances of water standing and subsequent vector production if not routinely maintained. In order to maintain the treatment area's appearance it may be necessary to prune and weed. Furthermore,mulch replacement is suggested when erosion is evident or when the site begins to look unattractive. Specifically,the entire area may require mulch replacement every two to three years, although spot mulching may be sufficient when there are random void areas. Mulch replacement should be done prior to the start of the wet season. New Jerseys Department of Environmental Protection states in their bioretention systems standards that accumulated sediment and debris removal(especially at the inflow point)will normally be the primary maintenance function. Other potential tasks include replacement of • dead vegetation,soil pH regulation,erosion repair at inflow points,mulch replenishment, unclogging the underdrain, and repairing overflow structures. There is also the possibility that the cation exchange capacity of the soils in the cell will be significantly reduced over time. Depending on pollutant loads,soils may need to be replaced within 5-io years of construction (LID, 2000). Cost Construction Cost Construction cost estimates for a bioretention area are slightly greater than those for the required landscaping for a new development(EPA, 19gg). A general rule of thumb(Coffman, iggg)is that residential bioretention areas average about S3 to$4 per square foot,depending on soil conditions and the density and types of plants used. Commercial;industrial and institutional site costs can range between$to to $40 per square foot,based on the need for control structures, curbing, storm drains and underdrains. Retrofitting a site typically costs more,averaging$6,500 per bioretention area. The higher costs are attributed to the demolition of existing concrete, asphalt, and existing structures and the replacement of fill material with planting soil. The costs of retrofitting a commercial site in Maryland, Kettering Development,with 15 bioretention areas were estimated at$r11,6o0. In anv bioretention area design,the cost of plants varies substantially-and can account for a significant portion of the expenditures. 'vvhile these cost estimates are slightly greater than those of typical landscaping treatment(due to the increased number of plantings, additional soil excavation,back-fill material, use of underdrains etc.),those landscaping expenses that would be required regardless of the bioretention installation should be subtracted when determining the net cost. • 6 of 8 Califomfa Stormwzter 8MP Handbook lanuary 2003 New Development and Redevelopment www.cabmon a nd books.com D-15 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES Bioretention TC-32 Perhaps of most importance,however,the cost savings compared to the use of traditional structural stormwater conveyance systems makes bioretention areas quite attractive financially. For example, the use of bioretention can decrease the cost required for constructing stormwater conveyance systems at a site. A medical office building in Maryland was able to reduce the amount of storm drain pipe that was needed from 800 to 230 feet-a cost savings of$24,000 (PGDER, 1993). and a new residential development spent a total of approximately$ioo,000 using bioretention cells on each lot instead of nearly 8400,000 for the traditional stormwater ponds that were originally planned(Rappahanock,). Also,in residential areas,stormwater management controls become a part of each property owner's landscape,reducing the public burden to maintain large centralized facilities. Arairttenastce Cost The operation and maintenance costs for a bioretention facility will be comparable to those of typical landscaping required for a site. Costs beyond the normal landscaping fees will include the cost for testing the sods and may include costs for a sand bed and planting soil. References and Sources of Additional Information Coffman,L.S.,R.Goo and R Frederick,1.999: Low impact development:an innovative alternative approach to stormwater management.Proceedings of the 26th Amoral Water Resources Planning and Management Conference ASCE,June 6-9,Tempe,Arizona. Davis,A.P.,Shokouhian,M.,Sharma,H.and 147inami,C., "Laboratory Study of Biological Retention(Bioretention)for Urban Stormwater Management," Water Environ.Res., 73(I),5-14 (2001). Davis,A.P.,Shokouhian,M., Sharma,H.,Minami,.C.,and Winogladoff,D."Water Quality Improvement through Bioretention: Lead,Copper,and Zinc," Water Enuiron.Res.,accepted for publication,August 2002. Rim,H.,Seagren,E.A., and Davis,A.P.,"Engineered Bioretention for Removal of Nitrate from Stormwater Runoff," IVTFTEC 2000 Conference Proceedings on CDROM Research Symposium,Nitrogen Removal,Session 19,Anaheim CA,October 2000. Hsieh.C.-h.and Davis,A.P."Engineering Bioretention for Treatment of Urban Stormwater Runoff," Watersheds 2002,Proceedings on CDROIl Research Symposium,Session Ij,Ft. Lauderdale,FL,Feb.2002. Prince George's County Department of Environmental Resources(PGDER),1993. Design Manual for Use of Bioretention in Stornnuater Management.Division of Environmental Management,Watershed Protection Branch. Landover,MD. U.S.EPA Office of Water,1999.Stormwater Technology Fact Sheet:Bioretention. EPA 832-F- 99-012. Weinstein,N.Davis,A.P.and Viceramachaneni,R. "Low Impact Development(LID) Stormwater Management Approach for the Control of Diffuse Pollution from Urban Roadways,"y-th International Conference DnffuseJNonpointPollution and 4i=atershedAlanagement Proceedings,C.S.Melching and Emre Alp,Eds. 2001 International Water association i January 2003 California Stormwater SMP Handbook 7 of 8 New Development and Redevelopment www,cabmpha ndbocks.com D-16 Water Quality Management Plan (WQMP) MARRIOTT FAIRFIELD INN AND SUITES TC-32 Bioretention PAMONG LOT SHUT FLOW GURB STGPS 1 1 1 1 1 cc= � •.A-w4- `4.. 4...Y.�.4.,�4- '4. ' ,aT-�T.,'v4. ' VONE f]NPHINGY V+f VV YVVVYr Y• +yYti YYGTVY4 Y YY VYiVU AYV ......... YyYY Y V +VY ra Y YYY YVYY t GWY&S FILTER Ilk t iYVY'YtlyYYYY4YiY VYYiY YYs'IYYVYVt SUY YYY IYV y7rjya YYYWVYVWWWYYYV VYY +'Y YY YYY3 YYi ivatl YWYY YV aY t O O�Pi1nNAL Q LAYER tj OVEflPLOW � �' ORAVELR.JRTAIN 'CATCH BA$!N' •.� ..' CPAIN OVEPFLdV BFfW -1R10ERORNN CCLLECTICN SYSTEM PLAN VIEW CURB stops —GRAVEL ' b ,, CURTAIN —"--i sTor,F olAPrwn�y . . ORANI . CiZbllt-.'iTir II ! -:ff.—illl•Ir -1' 1 II 01� t L }3 — I 1. '1 —nll M11111 _¢� OPLf ft,kNn-4_ YF1T FIB FILTER71 LAYER j,lf r,. • �a Ir '_.:�' ar li}¶I 01, 6"PCNCiNG = .U. m� e � 'l'�i MULG 71 —I'tll�7fl I`Ii JT—~I Ilfl— 4'PLANTING SOR ��� �iLLTER FABRIC PIPEIN Yf#AY£L ?AC%ET TYPICAL SECTION PROFILE Schematic of a Bioretention Facility (MDE, 2000) 8 of 8 CaGfnrnia Stormwater 8MP Handbook January 2003 • New Development and Redevelopment w'.vw.gbmpha ndbrxfks.CGm D-17 w ater Quality Manauement Plan (WQ_YIP) YLkRRIOTT F_,I RFIELD Lrti—ND SIIITES • Appendix E Soils Repo Y-1 �-ate.•`'' 'j 1 r.�! Tc _V-,\TUP . i—ir A n S Y N1 JTD.CA K PALM SPRINES.CA i17on Roar Napnoi a Ave. 164 'rf.Ave. 241 VA Laren 362E Vamsor,Ave. 19020 N.moan tE Ave. Sulla .Sun-6, Suite 10r aune 3uh 21 Suite r-K c=0moc:A P2029 Rivaaloe,C692503 Denard.C.�' 9303E 5acy,CA 9i376 N-Hlnniancs.CA 95660 N.Paln Sonnos.CA 92 (7660)74E49H (951)2Y-6701 (30�,4HE-64° (209)SH-2890 (9166)331-6030 329-4677 (277 (7K)Too-9806.FAX (9-1)362-670E FAX (805?BE-901E=ti. (209)8H-2B05 FAX (P16)331-503i FAX (760)32&-0895-FAX PRELIMINARY GEOTECHN-ICAL IN-V;STIGATION PROPOSED HOTEL DE'vELOPDIENT SE CORNER OF WTNCHESTER AND JEFFERSON TENIECi:Z_A. CALIFORNLA, PREPARED FOR: HERRICK DEVELOPMENT 155 RaINTREE DRIVE, SUITE 200 CARLSBAD, CALIFOR-NIA 92009 PREPARED BY: CONSTRUCTION TESTING & ENGLNEERIN'G, INC. 12155 MAGNOLL-k AVEN`tiE, SUITE 6-C RIVERSIDE, CA 92503 CTE JOB NO. 40-1890 DULY 26, 2005 • =CiS. N 1'A L 1 _iN'Vi N'IV =NiAL 1 „C N., r F UC T I C N I N Se C'. !C N A N'_ ' iNc I Cr VIL cN _ 1N F N T 7 ENG `r '`E R so DHI 0 TWO- 1 % -RA'. CA 'aAwSMJS sortie',nc c 1211 Amon he 14E P05C hve. S Y(vs Ma boom an 9 v u.io In ve.� Sue VE Soft_oC SAMIF SMEr our = aw PK .=n.;id.:. 92TH aimmoe,2 SM2 hum I 3, _ N :aphlam C .5 K N.an Sm" a 9nE Q5M f=&M (�5'O 3E 6iv""1 gD^5,-ar54�5^� am E .Meii (6161 SCMOU PEI UPW ✓u7, lac-986:"SX (a')Caf a7?5 ri: y"a8E.E wx PC9:'w._Caq! a p q CC MY gal an"SK.w Jut 25 200f CT_ Job No. 411490 Hei_SCK Deveiowent 155 Rc_u'.ree Drive. Sli'ie 200 Carlsbad. Cal._>u._-a 9200,- a rention: NL Lam, Trse "bl t: Tn deSn ction Pronosea :OTB. De delODMeni ,. St CO:.:er Oi WLnCheSiei and Jeri erSOn 1 emeoa-la, Cal1'Crnia �1r. Tr_e: CGnSL:"_'CTo" S, na and E n "ineer_ng Ina has prepared Ads YIP OTT OT Gy 2e0teChAW WA eSLgodw, AT Me proposed wodwha' C�evAopin•ent SYe lOCa ca On Tert:son -' _n Temecula, _ _ _ _. tiOaC _ 1!a; California. The anaCh.ed.. DOr: discusstS i.be 'lndings .nC evalu'a-ions our cO ie.,___..._. .uvtSiigaii C'_ and Provides geOnchma Cal wconunendaiions for use du—ng ni Ojcc-t QCSl' ) and COPSi"•iCho-i- The DIG]eC: is considered feasible; from a _eciocii--1 Cal nen-po A i1e Pre5en-ttd• in :n..S are in Cor DOraied LniG i_-]e design any CO'il_S�-uCliOn O3�_B Pry e.,;. if you have any dlles,ions ogardmg ow `inch=S Or 7cconnnenaanons. ka-se do noi, jgchEw io coniam A'�s olict. The oppGl-u-niTv io be of sen ice 15 appTcohned. - CONS 7—RUCTION, TESTI— G 1NC i Rodney D. Ba G? 21 7 „ J ,)_ C".0 '20�7 Geo* __ al- ginee Manager Se____ =ng neenni Geologist • HH i E'-.IA.L I MYRNMEN7. L CONS i :TQN il.,•_CTON ANETK702 1 WL ENElN VNE 1 _MEOW, OF CO'`-ENTS u _.. SCOPE Or S_R�'iC ..._ __.._.._ _. -,2.2^ .,_� mot' c�—,.ces.... .__................_....._._............. ........................................................... - _ Scot .,_ ............................... SGS ITELOC ^.�10'v �1�� D SC"ti11TiO'v :,_l Field umsiga:ions........................ ......_....._............_......................_..._...._...._. � L -1L^cJ yO7cL,0:S' Ai121;r'Se.S .................................................._................:......... A ....._....................: f.0 GEOI OGY ......_...._...... . . . ....................................:........,................................................. a _a, Ph,.,s' gany^'yic Sea1g.... .............._._..._........._...._..............._..; r.l G.ne.� . :o_,__ _ ..._ n r? Geolo��c Cone__io-�s ............_.........._................................_..,.............................. 5.3 ..,...._. _..._........_..._......._..._._................................................. ' 5.4 Geologic 'H=a ds....................._.................................................................... .. 7 5A.1 La_:dslidinsorRoc'.:s!icng..:.............................................._..._... ................_. 5.4 Cornpressible and Expansive SON --------.._............................._... ...................... -/ 6.0 FA T T RUPTURE AND EARTHQII�� HAZARD 1E T,�TIONS_.........................._.7 6._ Local .......................... ............ / � Local a-,e Resional Fan.yin_..............................................._..... _ - 8 6.2 Eanhquake Accelera-,on.........._........_....................... ................._............._.................. 63 Se:S :i1C LOa6ng ReCOnuII61Qa'i,onS............................_..............._........ 8 so�: v��a�ion..._.............................................................. 9 5.4 Lique�ac • 7.0 CONCLUSONS AN R COI�T��=��''_Ti01. ............................... ..........._.........._....... 10 o.5 Seismic S. �� ement Fs alu^�on .......... .. TIGenerzi....._........_................................................._........... ....._...................................... !0 7.2 Site Prepara70n........................................._....._.._...._......__............. /.2.1 General............._.........................................................._._..._................ ................. 11 : 2 Ci_e ExCavaiions........._..._. _....._......................_..................._................._...... 1� 73 _`ounda6ons a:iQ Slab Recoir�.iendarions ....._........_.............................._....................... . ., .......... 1 73.1 General ........._.............._.........._ c 73.2 Si aliOw Younaanciis.................._.. ...................._.......... ..._:......... ........_:.......:._... 1 73., Se-lemcr_t o "o meaiions....__...,........ _.. i5 -... 7:3A C;oncrere 'nabs_......:.............................. ............................. ...................................... 15 16 /.? Ret .mg Falls............_.......... _..............__.._......................._........._....................... _� ...................... % /,C Vehicular iPcvei:leaiS AnC slie.IllprOPBn]eTS _.._......... 8 TABLEI ..............__..............._..._..............._........_....................................._...._...................... 7.6 Read ve Soils ........................._........,................._._............._....._........._....................... 10 7.9 Plan Review.... .._................................_............._..................................................._...... 2 8.0 L LET= N.TiOS Or LNVES T!C_a, 10N._._..........._... ._._. .. ....... i> ;y 1o1VJ 'oly nnC;i `/, oIoIoC-) � �- � ITI Irl I11 III 1,l U C-) W ;1> td7 } is J, I G� i�i �;� G) Q ; 7 1> O 1 C t' <,4 O"j U (Ti n In 'I O ,j 1 -` tJ 0 'z1 to y 1 cn C,l I—' O �l vl Ptl -_Osei Lie"t_CD-',o�- i tmecL-a Ca-_'D =1 a, 0 -vesilaaticas'we epe o-edio =ovl esite-specflc _eoiech- c 1 o__z=ion o;*iocproposed _evtl0pmtri i0 b: lOCdeG Gn the Co'e- Of 'lnOnestei d Jei!t-SOn oars Ln L7t Cl Of 1 einBC'11Z Call Onsi a. ht Si?e �eVeIOD'le:!i 'iS iv COI1S!Si 0?the CGP_S�L CtIOn CS 2 Stitt- SLO-'✓.70 ie:. The D_oaoser,s uorzc will be�.ooe__ned ; snppo d on co-•t;e io.7al shallow Ioanngs',i•:`i slab- On-a-aC'e OZSB i100'S. L7e CeVelOpmeni R", a1SG include nor nal Si'i 2su�lCP.iTB 1IICIDQ'�'?�j�aVei'ieIIiS; _ ; n�.lapoo. -Lmdt � ou nr iaseC on Oil- invesPaailonS Slw s'Criace anQ *'B?r-SliridCe Soils conslsi of'-Indocurnc:lt?G El in • ;.."e LDDEr L 1/2 i0 3 feet, with um6tn 'iha M—aill,_!- dense and/Or Sti i t0 11aTd QIlateTian'-age allt_ 7L (Qal) belOR'ine p opOSt G• Si-llCD3e iOLnQatlon level. 1 hese Sods a--- capable of sunpon--Da ne proposes Str cm-es on conven onzl shallow foenda ons as -eco vnended herein. T_, subiect s to is located aDproxi!_!acel� .3 k-n nonntast of the aci ve Elc; G-e suit Zone. Bzsed on ret^eWed 2e0lOa1C llitrazu',t for i_`le slit a:ea, 7.' SODjeCi Sire is nol L aVe.sed 'ov an anve fa'•'i i. lnO-eiGre, u7t Doitnilal for fault QISDlaCe!_ieni OCCtir'ina dU?.!_^_a L=!e L'S--f l life of the SL-1Ci rec SnCLIQ be COnsiGeled lout. �r•�unC_'vYaar'n'as enCOLF.�e-eC�_i.i-in OL? `,tieSil=atlOn al aDTir0Xi?laL!}'26 feet be10'a'L7e SG-:aCe. l._velc-will ke1: � - 1a-I Zli__n_a Der OGS O_Y" rr C_D.La;.on. � -webe-, • IS ?Oi cXDt.,.c.- 7-0 ac:..T_se_ ^l=i 7G,DCSe.- IV 2.1 Ili:OCIICilOIl Co':S:'LC'= TBSiII u:Q =, _=iIlcOr'P_E, 1_:CO-,�3i 2icc L1_„I _h2S P__:A_ anc 2..0JOZI:: -eco=-- :0::-.,'1Cn DOi 100_"0% J,...,.?` S__a 0:2 'n.. lei as .Gci OOc -Pca.., =c enz ne0:1no ?nC GJIl ".=t^ 1C lo&�=:i =i2 0: :_'Ie 'v__;DOStc he .✓=OoOSEC D=0)?Ci COIlS':Si Oi COII:-'_✓;:G_ _ __ -e ZiCT-,T ti'vOC �"'�OC Si—he A"O170SO.Q Si=1C'L 2S R":11 "De Sliv viBQ OII S.^.2LL"d' IOOi":n25 ':ili:: n.2C-O_: =5d00. u2S0 ?100-S. : le • eeelop✓ O i ti'11 3iSC L tiQc no.—,al iP :aS? _ : O _ DcYO._. ':' IIai�'G-K '_ilCOi 27OSIlG 111.1i ilS, and landsCa'Jin c?C251. - S00De Oi 7cr,2 s 0u- scope 0?servi Silacl.:d e: • '_Review 0=:Ca` hi a"a J'.0 _?Ol CO C-2--onc w :Il`_ S_ ..,�Q_G d .,__.._=Ocs "ODPauzX��'. CO �iai s a 11Si OI ciLed -eTeSeIIcts). • ?:CIO-aP_OIlS i0 Qeic=iIle SlibS'QT-a Ce OO-i=' ?ii,._;, iC QP_ ^S a2np�Q h�: r.:`?t _DIO'tOS-Q CO�S�S�i]OII. • T abO=a:C- i05iL:� O? �cD'PS0'ian'vP Sl-il Sa:__DI CS _'0'r_.:c ai- CT,a'_.,i„^.S]CS 01 L'ie ie i011`' a:iOID SOLS _ • De='iii`OII 01 __ _Oil P:al _cOiOOV 2IlC V?_Illc ii00, 0: noiO=.iai _OOiOO= _� TOS _: • �'. ✓u .OS v L•e i.�,"�C �...',.c'_� _ _`!., =: .. _ a`._Or 1e, 0-n. _.: D'O '�_ COi CI S�OIlS a'__ °.Z)t....o__Cc! ?' 2ee2 O_:___,._aaP.O_^_S _Oi Gc�- so C.._.S_�JCLi'�' • _ ._ ____ia'v CT�Oi�.,."�ni Cc! L" ..Sii�2i'_G ;c JU;� 26, 2Y^ C Jo No r -,, �90 u QIT LOCATION .Li\D D-SC IF—lON TnB SIl�DjeCi 5_t21S OCa-e�a-- i�2 -'0:�7P,aSi - �_ ,. C t tiSor �Cad, �tC SO�._` C ��iIlC�2St2SRCa- i� h: Cir. 0i jeM 2CL'12, C21-_Or=iia. L._e .. iS T�'� L L2'v e!J'� cIIC tnE �"-��r'C S 'T=2C, iS 212:iVe1; i9a. COIISiSti OI 2XDOS2C SOiI 00 Ve_etaaV, COVe7. 7e Sit, LS being L'SBcd as S ac-F<-e va:C IOT cons- c-,ion. 1.0 FI LD AND 1__ABORA T ORY CV'ESTiC _TiQ Ligarioias Field 2XrlOTa<eOIlS, rZitoi=a OP JLIV !C, 2005 ii1C!Ud2C a Sirs TBCOTnaiSS2nCe, the cx CaVatbJIl oT • iiVe Soil borings aIIC iri 52?i7 iOSiiiff 0. S1DSLiace deposi?S. The SOi'.' DOrMES giere txcaValed i0 iIlVeSIImate =d Obtain Sa:_i-D125 Oi Th2 S'i:DSurLc,' soils a_ '?2 D'OleCi The Hve bC=RS (C2SLgT12ted B-1 L}t:OUc}1 3-5'l C7d2i: eXCaV'at?:�i L'S1P_= cii'1Ck-'10 Ui i.,C� e,c t-iJC7 Ciar7et2L, _1O110- 7- Sitm- aAffe7 drill ri-a LO a maxi== 2Xrl3Pd d2Dih of ap7=- a-Ltly 51 .5 '2,L 'DejOvn' me BX'.St n-- Di.mna the d-il1L'1g ODeiaIIOIlS soils C:assi lied' iT_'.-_nt i eiu0 du nL L7c e\DlOSaL:= 07e=auons iL:aCCO>uailCe ":: tl iliIl2C SoI C;a SS'.ii Cat:On SysieT'. 'nt _.21 C' deSC77rtl Dn-Q WeTe lat21 =Oui-ico (aS aDrTODTiae) basc�d on Tn2 7eSUaS Oi OUT DToz7a7--' Tn. rBLleraj, SOij Sa:771?S V✓B_., OlJ is n2C aL aD7TOXli:iai2j: -=00L :___.."�ajS ==t�na'_DD-=�O-=2 cr1C ai ??�rOX_._�2tei�" j'l-_OOi iu 2TV21S -u'ier 'v,_i�`i St_sC''a'd Srjs i-SCOOP. S :D12.TS, SDeCt'�:,5 0-=nt Sol IS ?l1COi! i'_=ear • Ole ?0=— 1-7. BOT-nc .pgc y,ini G_ are D-tst- e,. ___ DDei?G1X oP. -.- .aC21 _o __ C ` - _H Y.. ;dC21 m O,S CviILE.: 'ES'S!an..., a,IlE. DIaC __.v_o � anS10 nCC�, I" �_.i0u C-:-C. S=!Ea'. cLiO'_ 2LC araivcES 1.'2CSE T.ESLS�h2.E LO C " "7jl L7E -2Ta:iidl Sztnz:__. 0'"'D:. SS 'JL_. ' a `i-S'_Z., G'G'_ O_; -? SiCa�!Z`CnE`:'ES c't& O--Si.= SO1IS. TES. _"DEL_`i Ot CCSG':Di 0I1S a_!` .IaDOIazLone `ESliILS arm DIESCi!.CC i_ D,t7C C. 5, CtOLOGY i,EPCSal l 7vS' �.0 'a31-1c St-igc �JEvin.C'7�'rCcilV ll7E SIl^v ECi __ 1t E� \%.'_:y i' ':72 nOI�h .,EnS2l pOPeO. 0- i_`E P.=,n n c•;1!2? IJE.,=n0'DiiC `O'J1_lC.. !__., _ ..Il1L!Sli1d RaHCES .. �3Ci'iZ:,. ____._P1��CS.-SOL._7C -S SJ10C�iS SE,ara.EQ C.\' si—'LT -7C➢Q'�?_ _alllS ,V--' b ana' -iS; 199C1 CjEO�Oe1C C0=!QiLJ=•.c as 0-: O'li v,.5u_E-_0.. and EE010o C maDpJ lla '\�7EDC: (1971), a_LE S` 1S CGnSIS. C- !_" -!c'._D;Cc / !C --_cE!_ o- . ' L �QE, � nc �)11c nu'"�• ^�.C�,a.. � 'iJOci`=�Qa�)TO -EEibE'OF'EXiSi E'"aQE l C�� in: HEnE'a: L:?ESE _CDOSi T.0 a. .CSC':D..,c 25 LDCG=SOI!:.2..:. Sc m-T ChaC...'.E'. fl_!C !:..:c.21 i2_ Q,,,OS Sa'! c a1G 2SO�___.,C'- r _,.E :,. __ _ICO2 Dl a'n CE_Ocs'-1C_ and S1_ . D ._SC ^�..� ��•_.= . 1Pi� C12�" 'D0='�nn_ J�cCcl_v S ..n�8'.�:1i„ ..0 Ci C.. :, al S'.S "T1E'_ CE7SE S:_n �,S AF1_ D 0 v_%CEC SanC51JD 1, anC n�: _ .0 ^_a __ , "1� �l.,l- vi l '>�_ 2�.� C _ _ 7p7DOSCQ =;OIc1 QBVC1^'�1C_: i? ^ZC'vld Celli-per=2; Cchipr__�? JLL_v %6. 2005 C1L !obNo. -0 _� 90 ''CT i`7t10 1S d u:'e C..5.,-J� Oi_ O? Le SC.iS eliCOLi.e eC Tiv LI1t :�'es, rr. 'V10 ..i2'iZG: QP„_S,_' p': " i10nS QllcT?i�ffiZ' n'ir1C'c� '_l� �QaTi LIndO:a"ieIlitQ f! Soils R'tt CT � O=Le to lIl taGn Oi 7._it�:',P S011 }JOi'1HS. he Qeo, -)f the Sll ants acTOsS-7e Si-t, 72.IIc'.P_E`Oi=1 2D.t7i OXii=iciC1_Z ? 1 /7_iC -:2.0i L Lh:c-,�,esS TI 11 1S Oesciibcd as lOCSt t0 riitC_llll":i dens--, L7 iO.n101s i, bTO V.'n sliry SaDa (SM); and Ttd 'OTO-wn clavev Sand (SC). C 5.2.2 Quaze3aiy (OaD Q',laitisia'"V a!luvl i:! ,Qa!) W25 enCO'u'iit,ed Deiie2i_n Lhe-lll s011S 70 unt :>12Xiia"TTi tX lOTtd QtaL7 Oi O 1�z itti belOti'tX1SIlIl� gTade (inf. !.nest citpo Si:S COi1S.Si Oi':nitT�Oeddtd ldvPrS 0i Si Ty Said (SAS;pooily'-�adtd sated (SP), sii�' clay' (CL- IL); end lean eidy (CL). Lmi�eClaitly'AIldBTIV,:'la:"1B Illl iIl2ieIIa! le?S:Gay ICL) 1S e?icouroeTtQ i:? all 1JC P_lOC2ii0IlS i0 'deDir:s i0ti'J�tei: :G 5 reti. The SC"_l is ppSc.`i-ntC as i_�01 SL da7k bro-IN, and is 7P 3 Vel"y Sii? i.0 haid COnQ1il0Il. .�_."..__Jii_� ltaia ciaV (CT ) SG11 5 tht si-e ti'aS i0Li10 t0 cOnsiS� Oi d"c'K^"tz'Sll�,v Said (�A� c_,no ir a mpisi ands i_'!tdi•um:�:-dot_^_St iG dense CO'JQ1i101. !Dt 511�y S2IlG (S\m; 'c OA Lhe 0-,=Or L .O �a"DtQc i}ho -pOO o7dQ-16 Sa"1C i2}�eT. oo11. �Sa C i,_P,`iS Q CS..:_occ aS ;, h 1Bar! C�!a}' (CL- '�i Was eRCo'._T!ieTeC CJe?.%.'ee' =J aTi� J� ice.. ? bO"Ilc .IOCai!On 1. lei! „ a-� JCL-\a, j iS GeSCI'be . aS L?T:�: b'oti'r —•oir, aid i11 ��-- LO conciaor, G-o>>nc -aeT Condiiiens v'ollnQiC'aLI iYac eIlCO�..u'! BTBd C7T! Clne'e1Q L'�=STiCaL)O3. iIi- ^" -ncv,;a-.'.:' vas CIlCGLIliB'eC'ec. bOI_I:_IoC2P.on• ✓-. ai 2 C :_C CS_J �% bC:C\Ue=Il.` OLII:: S.L"aC.�.� 1 s7c �'O�,�1C�'alBi m'wTlCO'SeIIeC Ci'o=,6-a72_el CICVaLionS Ca'- beX JS on a Sea SOr:ai GZSS a, a .CS1-11" OT� 1•2 =..:�i i_"..E pro, 0s-i d-. -,'j07 1er!i. .n CeO'Oc1C ijazaT:. a7,)ca:� - :e0lc c -aza:.L _. .:`•E Si-C aTeil1C5e Caen v ' 'JjOI. n. �LZki e _. c c- C ___c "C„ ea " ^' W 'e'tS. Base C Gi_ L"B S7 'ST:..:Il'.",C OT '_h'. '.,....',_Si :C„_:_-I- Sa'1i '-.r"1C i_"�e =eu!!�Oial 'aQ!nc eCO iendaT]OIlS PTeSB.•ieC _P S eCIlOi. 71 ,._ ._`!i5 'C'lO-, 'Nc ailZj��iDai'. ': JOiBn-]al =6T _a'la�e SCYi Q1SDIaCe'ei_i Ol _ak'.': `!�•__�-�'ea _C b ioR :_71_-t .-' 0<ea---'C4' S D`e Se. C• • die<�:na.'J Ge0i2C.h="PC31 i_VeS7_a>;Gn �a`� PrGnCSed -_O.el DeVe!Op=enr . 2=eGLa Cal)_Jl--a. CLlloulla 25, 200f CTF .tob 'o. 0-1890 ^- 1 Lar!Cclid'r!_ Or KOCkShcin_ T_r. '00Ta-71al for i3IlQShdin2 Or rOGKS1iCL_ i0 _-.Ci she See 1S COnSZQe"eQ rC OiP.. '0 P ,SsgnSIC-3 'eS )' J1ca�IV assocaSSOC IlG= re erenC2 LeVie'w'. no eVl62ilce 31 lar!dsl16ts`eras found..G have OC=ed the area o_-he SII- C.=.3 Ccl Dr2ss;ble ar!d Ex3anSiVe Oils Based OL ?e01Cg]C OOSBNau Ors: labOratOn, and IY. iii7d .eSiLg, in2?et]a1S 1GC3I2d a-, i7e p-Opcsed Szi 11cP:Se ?OuiiG3ilOP_l2-vei zc, -al-!y c0''_s 5i Oi 100se:0 me.' i deng2 c ula soil and stir zo'nard lean clay (CL) wit!low,to moderate comnress_b;'_iry characle:inL--s, and very low expansion potential. • 50E-UL1Rli?TL�� ^-�'1� �QiZTi-30li^:� 'r -:ZARD =ti.�:UaTIO'�'S 6.1 Local and Regional Faulz-aR The subject Site is looted anproxima e1y .2 rn;its (3 km) no^htasi of iht generally nor'-,west- sou heast end g '= sino-e Fain:Zone ( FZ). ceace of <oloc2ne (c.5 nin zhe last 11;000;year$) siir=acip e On Sirands cf�n2 r,F7 11a$ T e ri een discovered d=-,ig S2ver21 rcceril srleies (Caliech . \�'2b Slie: 2000). Tner2I07e, the LFL iS COIIS1Cered ` aCilVe.'' ' nad j7II ^ C-eac =aurS i2KeLr0iD1C)._ II V' fau1 Il _ eS 995). scoiaia=to:he C3L_0- a D: Sio'' 0-? Sw: 3li S Cd -e aeu T 11 ,. - -' _ _ - 2D7,.,.__ _ -007 CSD1al'� �'2nCe OI aC 'v;"v ' 'i2C las, 11.00V l-ta's �Y_a�, c_!Q u:vc_!'�: :eV1SeG = i J. Faze g P70—_ Os : 'cea� CL__-01_a The evivadon of possible bed'OCK aCCa.l___cn o= ._t Sr OL vas a..__0^ td 1,s_ng At dtie _ :sic approach v, C 1 ide`L yes one or more Co__. C l' SeiS=!:.Sou_-' ecs ana tvt ,1_-_-suh_H in a _ye1T_ina:'!on yr:,ax,___1m oTounC accWe-a-,i0i1. „ :____ and we have. ,.;lOwd DossIle be&oc',: SC..YIt.✓lore a. :.at Site US_n_ At So TAe- _ TO_ __ L.\-;"-_UL1 �3'�tie 1995). The pro grwD uses iIle aaen:ianon IelaiioDs:et a developed by C2ZmAND and SOZC-gn,,a(1 9�1)for aIILF.iln COIidi6ons. Based on :_ems a=1a yS!S, At nnax-,=" slit ground acceivaao? (U.507_) -,xas _°en5ia d by a 6.8 enagalTdde eannCLa_ke assoCiawd :+1.b: At LiSi➢o-e-le'nccula _-allL, a sAsnriC SO''.'_-Ce Type S. • Design of SL?'-wrares for seismic !oaQlile Si_Clild COII'_DP: w'i=r: i_n2 1 _`e'aeIlic of o,OKe-^_n` u isdlchon applicable DH11ning Codes. and 'aC.`ims "-.fie n 'Stn nor `En T- ^S of __ ^ A OI r_JSOC.G__O?. C_ _10.�a1 ___1'1tt: LalifO-'lid. . 6 lea c Leac a2 Rccornmen=i ns .='_":.o-zi n_ oo At 2001 Ca ifenia BIl IDg Code. At Ste is K. n__"cIl sc--sr ]r 2:cnt ^_ v'-:rh c SKSMAC zone 'avo-Z 0,40. he EFZ, a seismic soul i Te B, is loca:wd apD.'C�,i m a.t,- d k_l:me-LB;S'oin _ c�dbjea she. Based on our ii�V"wga on .wc `evi,- �` I o -^ - `r - 0: ?Zo_C_1C 11iB,c:'�.1TB, Lbe Silt has 3 so_: 'n'o_.1 e Type _ f S`, vase! on Stst?owntarc we sit ne` sourz Wars Em 4 1.6 anc Nz= _ - -ehrcindiY Ge."'.TeC'nZCa11-,'vcSIIcccO_-, ?mac= 9 �roaosed ?loTe=. Deve_i„r,;!ent 1'7neculc Cal4-^c a. c_!_Oi C`- jo'b Flo. ^-0-1890 6.L i.ia"acf- -,ion E~,aiva_ion Licuc-aCIIOIl orci= "w'he_ sat=a eu _!ne-z:"ainen Sc`!QS 0.' S'-115 IOSe "l eir P i­�;SiCai Cty-'_n g . ea-'hqua6 e-LduceC sha'ni_'!r and behave as 2 ilr rid. This is 0"�1e iC loss Ci 70"_!i-:G--)O_-i ga-_n, CCniaCi and iranSer Of nc=a! STracc t0 the pCsO W3 tT. T ique?aC?i Or! pOTen-Lial va'12s Wi n groundwater level; soil r,-pe, r.!arerial g-adat;on, relati`'e densirv, an ne '_ntensi and durarion of z7ound shakin_. CCOrd3n2 to Riverside COu1tV EriVi"on=ental Hazards Dla�, L7e. suhje,Ot s"_te is locait6 wit'nin an iden?i-,'80 11cueiaCLion zone. ovvevtr, 'w lc have PC77- iTl a nlel''llnary scree,Ilin_ fo.7 IiCjllefdCT1CP. poient:Z in aCCOrQ?nCe w^_?h the CaliroI a D'.visior Ot Mincs and GeoloKe Special Publication 1 i 7 (1997). Because encountered sae =;-7uiar soils were in loose to medluln dense CCnd?tionS, and oound-water vv?s encountered %�-_.hi- 50-feet fro_ L7e s nfdce; e po?ential for liquefaC lon a: t1-ie sae should be considered n oderate to to w�. liquefaction and 5�sis has peen performed usin� Tok-,,matsu and Seed (1987). Results ofthis analysis ze discussed in section 6.5 65 Seismic Setrleneat Evaluation, Seise C Se'��lemeni OCCIlrS when loose i0 reed":uin dense arZnL'ia7 soi15 denS.f�`.duPIlH SBiSin1C eVBr,tC Site nlater]a1S en-OunTered Were ir, Generally ioCSe i0 n12QiLT! :ejlS- C,'O: iOnS. ^_ll 100Se and Or QiS='.;rbed..^_iaier'?�S -DreSeni OP_�he Si=e SiTL1C�'1'c1%C'ls7ess SenSlt Ve.a'P.a-'will 7CCI_1 e OverBXcavaTiO'- �T!�...COi�aC:iO_ as '„CO?i�i'iBnQeC i12'„=_ OCOe'TG lIlS e add%_TSe .,-�CtS O'SeiSIl'1C inQllCeQ se- -Ineat. mod. _:,__c i OT.cI Sep e-cIl� _ 12 CG'_�'a .he iC��S- ,�',�tir-C�_, s Jv.al— d �2C". PT 7 _. _ Que 7C SOS. e& :,:C!!-ak `"___,.<_ o-a:-)i,-Id-S0:'5 r _: n cC 'CE OP_ D Le:.. . cl SBi10 e': S '0I ..._. _0?�": Sa PS, suer dS -�R Su i�c- S:e. :S f:S-, 2?CC LJ be (OII :i`:e OP .c7 Of CLP ',IlC i0- Le SUh�eC7 S!. J dS Sw�_ Ste.-._ C�-1_14 ..._iu 7 PF'1Q5C, deSe &=i_:'0nal 5.Tl �.eL' S S::�� �Ce ::_C�vdi _ .he eV eIl7 C: -1CC C,=_�C_ 2 IS: L`le ._1'1_cIIi._.,.b.CST! Ci ;...Ile S�D�i�.„i S-e7:.2'_C Sid iJE i'i 711e QCSI !:' Oi G`-Sl ie '�-np^.CVeL??e-i_S, 2S De:%eSSc7;r. -=Ln,_ of site SGIIS. SC '_11C�UQ8 -.,mcva1S and CC^_7ac-i1Cn as dQu'eSS.'9d De10 H, :�C'ililcC �_ O-'."ie- i0 =!7i1 c.e aCl'_.IIIl2i SeIIle_. Q'1e iG iiGlle aC 2on 2PC SBISYIIC • Sel'1 e-t eZT, 000NC!.uS?O\'J =NDRWCOV, lE D.=,11CNS i i GP-�eI�i _`-SAC. C'� Gi'_T L7Veii'_ ?iiOIlr w�8 ^,-Or CSeC Ge'v clC'D eII: ,:: L7E S'_CB ii IedSl CJZ '0"' C _eOieC:"�.Cd. S=d,-)o::. D-OViQeQ 7 t -t-o —_nddIIOLL �_ ii'i1S iBDOi:� d?e :IlC07jDO-Z i-C _TO 1 t Cr 'Cle :. Dn5 --DC of iIle r:)-DoS:C L�e.:. _2 S'-CSeCLeIl. Sera O-S C: _S '.DC'. • 3 a : emge . y : c « c : z7« ;S: JJ xatG 2« ?2! Gentral 3 ag:a 2 . s 2: « 2 2 6 z « and t— :71alz3aT-ae : :ra zw» as « G« 4Q� ; t= z :sezW soils G: 2 : ems 3 6cIn_'-')eTcy 6J m ca _ + <o m a_— szucrzal ' : sholald be y J Qez@ y6 . 72: :« Excavations ,mtL z § m aJ � eS « a c y212tot 3 yckness. acrossu sirc, 2 :> fa_-a=� y'2 a ihe zirn:? J z7oodwa » the : gTo»6 t 2gz7ad: 19T mez5l«. W"l tom =: !ate beyond %ram posed 1 : � : 3 a »c�a a:e : m oepth . of » zi-az zeze o,abtlow ww= 6all A « meloa :doct.ay - 5ww 2 ! & ss� o : : « .. : e : «z : 3 C-dt- f _ r : e z1) a � � . P'=or .0 Sc 1,,.a'ai _a, ;laCC" eni The :.x DOSBC base of m a noes SCO_ C Je 2ci.:ct�� r-, -n , gcCaB . _ca! iCL ..S,,._nve To verify ET sl a7!E L' 0='"= nBfl'Ln_ 30nII -'-ions .,?1S . Cpon insuenion 0f Me bOu0=1 1! i v CI 52 3v=xwva:Tio:i. by The eoww _Cal '.'.P`eSe'1.a: v2 all exposm S',lbga t cCaS S7oa1z 'be SC _:tC a =_.__C?L_ a 0: inches brCa°`: i0 naoismCre OS Slicnr v' above, and r.,:0:gamed poor M IiIi DiaCB.=:e't i. 7.2.3 P7ep2ra,10`T OS . cav 10 RBC 'i=1ii The b0=m OI all eaCava?10^S. Should be IOi_'?GeC L. CO'IDewrii nap_'ra! be?OSi?S. Na—al • QPp CS__S are COmpe-Le:i1 whCI] he _ D1a0. aenS3?v TtSiS are apr'0}_-rnaiCl'v SC CG"'_D aCil Oi r�1a":ve. LO i7C SO.1S ___a>____ain dq, dernp.' 1_Oe Px:L-,oScd SlI_iaCCS Sh0'>in b? SCE.=1Ca i0 a�._.�a"^1 SCDi!" C: i 7-'nCi?Pc. 'brp;Oc�`?i i0 O�,P_•-�:�TIl'O1S`u'C GOIlLCai O' Sl7=i'_ '_'; above, and CO_mpazzw i0 QO per Ce=i comaaC,iOIl rela-L'vc 10 yS M ll )-1 _ , . 1.14 Fill a-if 1.0:_.paCrinT' O_ial S:='_CS c __0 and barks,i sho-clC be COmpaCiPC :C a -7217 n — !cT.Vc CO:"7a _CnGf 90 p ._....Ili 2S evaluated „v__S 156 5/ a.'70_S: __C,Jne70 Cpti-m-ti=', SITg Ta' aJ0'ce _r__k_]..SS Or _Il SCE 'SO 071 Ine 7,pt 6= comsamon ='_7`B , De': V _..`al.` �!.' sh—, 11 be pi ac >r 0 _: ` -:nZOr11a1 D7e.1i:_nan_ GCoieC_`�_'C2! ! _ roDGse� ��otE. De-.-eon-'zn� 0- 1 n 7 i,1i; iF ? �� G0� Ci r .rob No - -!a7r'0 li=c not eXCEE:.'_n_ R-LChes L_ 100Sc u!�Cli_�ESS. .2GEr:�EnL anc c0rnDa. - -- OI�h s'CLld DE DELOi-;!B('-. . Ee'cTal COr_Q''11ZT10E'�^' _e0ie.,_Sl1Ca1:.,C0'�..-7eP_G2ii0nS a"1C local, OTQ'_1aI1C05. S0.lS nOi COrit__= 2 Drzan]cs 0-CeleLeriOL's - iaieIIa!s renEiaiBO L orn on-Si Le SOl c—s are SLi-aD!E ".,r USE as SL`dC-_ al 'ill. ."."-.P_j` =naLenal L-np0'ed :0 the S1-e i=!LSL be BVa1tia-ed 'b�' 2 rEpreSErlLaii-ve OI this OIIlce pn= i0 ne ng Used a?m-- DrOleCi SiTez 7.2.5 lransi:ionPad Condi-ion A Qeotechalical represen-aiive should be on-site during grading opera?ions is ensure -het cut✓'ll Iraasi lion condiilons aue n0t present. Based, on ire eXCavaTiI On reco=endaliOIlS, and • Knish grade elevan'ons ii 1S a..ii ClpcLe.=' i,ai _l prODOSeQ?00 '�r._5 Fi j'be ?Fo=d-d eIli1,eIV LT prODEr!;' COT!paC:ed 1l inateiials. if deep IOunda:iOns are prODOSed; addl'10nal earih'w07k rec0n'nendai!Ons R7li be pr0\'i ded. 73 Foundations and Slab R-eco=tnda''ons 7.3.1.Genera1 We reco=nend shallow continuous an$spread�oGL nes pounded ai least 18-inches below the to vcst ae-Jacent. subgrade. Foundations arid slabs should be designed is accorcance wiL'n Sz iom--al cOnsidera:!0ns and, o :hE i0110-v�r_^_�:eCO?T''nend—tons. und zoos are LO be?OLndcd Bniii in P EiV ii 0per!V CGi_paCied fill =alP,'a!S. i Il?SE reCOS_ie=103iions ass,-in Lhai L':ZE SO115 eXDOsed al =-_'!SIiE� pad -e?aCie -�S''!h have a vet' IC'n'Do=—' al -0_T tx7anslcm as a✓ iClpa?cd. • =Ve` .lOp age E_ a=10 wab:e :,cam=_g DreSS�es J-a,.- �cr s s_eag and co "o,_c =000-:cs kill be Spe_cenr on _h size as -Nell E a,,1 DreaC and connnur,uS_Goings'D2 oors-' c-'2L a . -r. . „ . . , __� : �1J -Ti h Sv1QE anc'bt 0 ICIA aT Was: i S !:!ones beloti- _t:c i0m; es: ac;aceni subgad;. rouacanc__ dmcnaions iOiC . _and rei* erne- _: :isnould 'Jebas.dd on an —� O�'abltbearj: 2Dr ESS"w', OT 2(]00 DSf for -OOiin_2S COIlST=OCiEQ as Sia?z�n ag Ocvc. 1:7c a! 0'✓dab12 SOL bea^_no pressure __ ay be llC.easeQ to, 400 PSf for eVCgl a7 7ii0Ila! PJOT Of Qe}T=: TO a iaXi:rlil-n, Of 7200 ; Ds- . The a! 0h"ab'e DeaLiIl2 vclllt may be :DC'Cased by 0.-e �_..'� S0-S-g=QllTanon 1 .. • - - _ �_ oa�n2 whicn includes :he ._:eels Or Seisrnlc forces T oohng rein'Orced'IEr1L S_,011!Q ccnaisi m-n:��r ' -n _ __ 1-"`tom-. O`� _ _ -- tiara, i,:y0 lSCaieC 2I the Lor, Of rIIe. fJOi-ffi and nvo !OcaTe?� ai :be DOi:O?rl. M eral loans for S u,ri,, Si D�0_cQ On Sprea%' _:OT'u___ ^12� be reS15T.eO by SOL 1ci, by U . To ?aSS1Ve reS3SL'LCe of :fie SOi!S. A 30 clenCT ric:ion L j -Jai be 'e sec, be;weea founds6o s Or he Boor tabs and Ae suppo dng SOi s. !'nE D255:\ reS_S?``�^e C -u'lE Z12iti'a SOA may be aSsorood1 aqua]is :.ie pressure dn,,,lel by a f0d ,-:}; 0n Lnc caste-r L E.-DESS-VE value nay e , aSc forti'lrldr, v'.iSnIe locos. n • pact 15 PTO^CSed __.,:e� DBE el0pme__ c=--c'ula Cahfo_�a, Cal".7 0^_a J11c25, 20G5 C!� �obNo. ^-.C-1890 _eCi GtahCe a^�' Tt_le paSSlve 7'S17_?�ICB may Dt 00`,,=ta'a �n Cid_S.,Q_—,jC_ i= OC C'^"s_-_ icliai 12el21 reS ST=nCe. of F0nnd2."ons 47' ha- e an.alvze se-1e.;.ent pcienlial du _ cons Ilion and -0- ton_ *.e._. p'rf=ance. CO:1Sl7aC'aOP_ S'`l?M:.RL 1S e<:DeC eQ — •GOchit0occ as oa a'. jp? ` Ui1 ll to their operanonal w-lghT. ieng-germ s'r1'neni is ex7eCied to occur over ilm- as a resat: Oi COmpr'SSiOr. Oi w"ei�eQ OS✓a".i a Sch'_ra20C SOlI. ^'i1C1. e 10 Se 18 leIITS c;'ielaiB:i i0 ''u'1 appli'd bearung preSSLTe 1 0r fine proposed building 0i 2000 psf and a iooP__le w-,dth of ap-,TC natelp 15 inches. • ',Tovided -lie PTadmg rec0=_­ne1lda7ions here- ?'e i0110R''d, n is anlicipaieQ that ioial a-id di-2reIIilal Selt%iemerli IOI footings des4znt6 In aCCOrd2I1Ce *,;.'jrh a�!e 2bGVe IecOrl'iTrlendaA OIIS should not exceed 1"amd '/2"Iespecr_ve1ti. Desi=! and consi:action of on-Site provements should also acco=odate, as necessa-v; the estimated dynamic serlcmen s indicated in �'ction 6.5 or_ tits rep or. 7.3.4 Concrete Slabs Cosi r, building subs-on-grade should oe dcsined for=he anticipated load7ng. door slabs e a` 'a a n- r_M and should .. 'd P%l h a =.n;�%i� GI Should b _ 1 SI Il�%.. i1C�..S ci Sn0'il b- ram'. OrC _.,_'3GSC1n bars Dlaced O-n -inch cerl lets; eeC_: F'a - �_ 'i`i-Sla'D ne'.E'h-L. the C0"aC2 DiaCBrnen i CT-If__ila0. L the Slab iS'vital _n. Sa_i SfactO_"�'De-0II7�'?C'?:.adG7nO?Tcl iOn. - ___ Cal301=a. Ca-o=a COKE= Toe `1007 SILD u_ S--1011E De „--n' , C1- Ve S}aD It areas IC receive :nois C Se^S2 w =_GOT cow. _o, a rC_wMyWne ''_Oi--e Darrk, (v ___7 or e='any) should De placed Denesh Le S! - s-'-.'1C'II - i o-Coarse CiOa .. � Y-- _ _. _- J SaAG . IlOLiQ u7Qe- -i [Ile poly hylene &-1.c lna-c, -pp o?_' c- ly Y of clean fine Saris should be Sack Over lot DOlveQ ene <'a*pOi 1,a.T----1e7. The aDOr'e vallle5 ass=,, mon-expansiv2 baCk_111' and ____=.mg COIICii L10IIS. Dr race :neasuieS should include free Taming NASA r'wrial�S and perforated dAns.. -s = - - Dia'---- shouid CiCIlar Ee i0 anappToDr1aiP O-S'ic IOCaL10P. • h 1S recornrne_7Qe._. Lila:. a 10'Gv ti'a?e .,e '18'i 7ai10 iQ„ -naxim -- 1 ';De used for concre- di1C -,ai the slab be inoA -CP_reG RH ai Wasi live Gals 'i^_acco7dance Fri Lh=t L' ods ieCO=tn6ed b) Se -ne-1Ca'n COHCrae Instant. C11-Sile Guc_:R- C3r:Lr':1 S:7Gli1Cl De CSe� i0 Co---1,iIl -,mt Gcbgn COIlCAlOIIS, i n K eLa _no 'j a'i_ Foy ih a.S__ii 01 ,�'ei is 'Delc-,v Crai w'it.-t Liz„s._ia:2e of Go oac-C7- is 12 Jel,:: be c„Surne_ .h__ ine soils w h extn an aC _v. lav al Drcssuit acualio G_, doped � _ i.� i c _t- 0-- n0 • Ceoie.,__dca L- es-`_='o- Page 1 ?rc_osed rote' De-delon-yea: • emecula Caiu0"'a, C:ui o=,a July 26, '-2005 Cl` Job 10. AT!890 the iou at least 0.2 percent of me w __ -_ .. -oi waiis Ttsirai!eC so :_._i such movement is n0i an eq iivalcri i"_id pressu:= of 60 Dci sh)o jld be used, based on ai-resi so-A conditions. .4 design passive resistance -,o-Jue ,oi 7010 pounds per square Am per iooi of depth maV be 'used nor desia :Oi rcta ng 'a 15. 1.7e earth pressures i econ_n ended above are daseC on _nc ?Ss L-ipn3:i what Lee Graining select gar_ular soils mli be used as backT_i1l and Thai Walls are provided vita a back_rdl drain gnem to prewni a.buildup of hydrOStffiiC pressures. We reconarnend that Walls be back-filled nth soil having an, expa^_s10a Lndex Oi 20 Or less. 1_Re backiid area should include he zone defined by a 1:1 sloping plane, eXiended back u`0_a the ease o • the wall. Fall backiill should be conlpaCied t0 at least 90 perceni relative compaction, based On ASTNI D155791 Backfill should not be placed undi wallas have achieved adequate stiiictural s�en_'�. Heavy compaction equipment vinch could cause dis--ess to walls, should not be used. 7.5 Vehicular Pavemcn-s And Site L_.orovemems ?rci--mina-y pavement sections ammied below in Table 1 for rieX'_ble pavement are based or. a I borztory deierii Lned Resistance "R'--Value of site materials and the assumption sub_rade and base materials are compacted to 95%relative compaction. • T-43LE I �! d= ca ti55.Il1 Q 7"'ID �„ _ C.Lacc 1� a - 1 a rLaDts I pan — 1 N'e `-c Jo=enC fnai soi-S ail _�=oDOSeC aVBD1eP_i areas °' he - 'Ip. ✓ tiJE DPD._ed i_: i._!t s0_. w_-!c. LOOSE 07 dS?--Je.C' SL'b_ L? SO1lS S:":Oii1Q be 0 I'lI eD i::� 07 COT: e7eIIi _,_-�21 dODOSiTS. �,XDCSEC S011s ShOlild vE-Oi�`u COn G�'iT.iOne,G arrC CO::rDaciE6 TO 05% OI iIle L1Z1'�'1'_' 6c-si7V G STM J-1C_ ). SOi!S shoe-iIC -he:: be c0:uuaCi'C in 6-1 n.:.7 gllhcTa,1e E1�va:On ai Ce_r Sil; -`_ ClaSS L aC_Eo2-? .0252 IT' _ SIlo!71 ' 7C COTMi.aacd TO a-.. • laXii_''11TT', 71-S �,S^1�1 D_ cm- 1',e5 aLr,aveme:n areas co-=o :c in' �. ?_1_I i-e1G ' t)aCk:"LI�S; iIICIllQi_^_�ll- 1'' '✓ and SNai_Kier lines, should be p-oDeTi-, D1accC rT,- aQB011aLe11 com-3aCTed T.0 provide a cable vavcrnc➢: S'ubgaCc. aCEOUa e ...=a_!aCE sysS-;Yi S70'� a 'pe Di O'e10E❑TO Dre —.ace F'a. �- n, er or SL D S_r;ace SeeD'a�e =o-' Sa: ra._- p' e an C De Dc yoi :lOn c S a O--anC- r she S :]„ ti/pry.c ( �-ic�_ri 0=. Class 11 se mD-a L�' DE us-to as O_L'-=1c.'�. a' SI10�210 had'. 5 M_Dni�d. - ]�a�''1E G . D1acc r c, v ci r_ie C1asS L ag^-e a:e uaa s'=i-a be eC n ..,...: iLE ^�l_'�1 L' /. • -eii a Geotec cal ln tstizz ;on age iS ?sonosed rote! Devei_opm, -L l --- �-i --- nctula Ca fo—la, C. n - -- -�- c_ ,l� 'tE dL BCtB� cc,-2v ."_'Om' a"-e raTl:_!_ ceaS i0 S"S=aCe r'1=rv-2IIQ L`Eali 0=, wa Ok-u aVOIQ COn "!blit'^c t0 v✓ei Cl- Sat'''ate❑ Soils beneati!the pa`dement. t. l'aVen7enT SeCaOr,S a'e prepareGnnat _ uU _ De done, inclldit a Sealln-2 of Cracks and oL'1er,reaSO'eS. r 6. paveriaen. ar o=C areas OI heaZ,, load- g Should be paved �'t- ==! a-!'may U1-1, m Oi C CheS 0! COnCPte Ieln To---6 W.,L"! 0. 3 bars o7i nch Cen lots. .6 Reactive Soil's Moderate to high levels of stifate containng solutions or soil canhave a deleterious eeect 0- tihe n- service performance of concrete foundations and reinforcement Steel. In order to evaluate the foundation env_on-neat, a representative sample of site soil was tested for soluble sulfate and pit. The results of the tests are as follows: non-detect soluble snifates and 6.6 pu. We recommend concre containing Twe E cement be utilized. con et pressive strength of dhe concrete should De desig-ned to meet the structu-ai requirements of tine proj ect. The Sample was also z-�al,zeo for Re51StlVlty (or COPToSlon) levels. T-ne LeslStiv�Tj' IOr the S3T1"iplE, iakeP_�'Om BOI"�1g �i -f) 3t a depli Of- t0 fD_, iS l� Ol'iTri-Certti_ ete s. IJSing ii`le Ca1f0._!la Test r-ne eSP_..ated;ea s t0 beii0T3i_0 !OI eel Cul'v er S 1S anproXimatelY��Yea s. Based On . the reSiSiNity testing; i'. appears Lmai the On-Site Soils are mOCeTatel!'C0-Oslve i0 i0-Otis met?lS. �'e :eCo=end iha'.nonmetallic pipes De used, or`--Lallic pipes are used;:fiat they be\%v?aD70C L7 matel'1als. • C Cal?C__ C2i'-i0 71 -arc '0 vODC_., .. c.S;%C?K S`011". ___�� �_ ESS 0=� �_0-ZS.l;.�ESS Ou�E_ ,Sc c7� To , �_C �De D� e..:� ��, __s�Ess .o ate o i1�a-i�i,_ causec n�' _�o_ s i� E-� o=iot_c e- SONS n'c`ECO a '�0. I�Gi 2 0 _DE_Ji �IEQ"a_ rc7aCh- OI0110 iS aT 2DaI0Y"_2 E SDaCL_ as GES._EQ by iI_E C.-,i2-p--a! " afl,77.-K w_1G'. q_70L10 DE :ns iali t! ack COP.- 1 !'-S iiKi'dGES Q-lVEF cVS Si' '.F'ai wS. ^— ...'C_yiECP1? :E2P,:'ES SL Dom_cuES S_sOli10 DC D=ED2'E0 lIl aCCOi u2IlGE RiT�t tai rwcI___°0o=,-DQc�_u_,DIE�70LS1, _ .-.'a�II.,i _0 P!20L2COIl..`:iB. na2t- S1l0Il10 bt PSiaDIiS-iEO and i_'._-=1i21':B^_ ad ace i iG ail _.=,vo-k. -.s nla nag- St:`8CE '^'"_v hCLid bE COIIEC:EQ ci!C OL Sr__ bi- 'Eu5 0 cw_TODI=�2iE -TOS10_ iE, ci-12 • deviCES. R00: aIInd do-N-_:S-DCti:':5 S70tilQ ADC' i_:Sial!--c or -_7P. C0'=_D1P,iEQ Si -ES 2Dd posi-.�'E 517vLIC bE ES taDi;Sl!EQ'. �OSi i:VE C2^ 2�E 1S GE IIE� =S �=.r?iLlca° 2ti'2'�' "Oi'! q:�-.,�:,-1 ES ci 2 —c�a E:!i Oi 2i l-2SI 7 DE70EIIZ -37 a ms-anc, Oi ai i82S !i72, D'OIEGi C'.yr ED c_nttr S!loulO BYL-daje ` ak p7cv= Il5 25 ^eCESS E� SlliiaGC JJ2:ei i n EP.i.El- 0; i17E s- cTO:E ay,a. 7.9 Fi�� �eteti CIhI"0..1iC`Evt„w�_O] r�,� .�� 7,D _ _.,R _l.r,; _.- OE .;ES: ''. V_ =F'G�c 1i� _ _ DOi1"':._ -L7: • • ecu_z Ca'rio a; dal.:o--z - C OD NO. A90 aivip; 200> -TeA T Ion 8.O LivIIT"_TION� OF _ _ 1- -- 'enOi'" based nr ' =1Clvaie^_ COnsi`-'C,2o_ a'iG i The IecO=trda:ions -:,V;eed _ iris _ _ -_ SLbslilI3Ce CGIlQitiOi.S iv'.:Tlu iri 011i e`[]10rai1Oi.S. :he in ie?Oiaied SubS'.i.'aCe Cnt Onvl iiCnS shOL'ld be C COnSSac; that 1Q0n5 e 25 a1 Ci n CkeG heielQ �li -r! a Q. IZeCO'^endailOnS uI0V1'00: ill:P1S reDO:t aie oas-d, OIl i":e:dnde�isTalldlil_ and ass a-na 0n that C 1 grill nI0V1Qe ne ObSelVailOn 2'n:ieSili:E SB;"V1c-S TOr iIle C-oj-C-, _hIl eai'.n5'CIkS Should be O'b Se`VeQ a:d tested i0 S'6!. InaT. riding aciivi Il2S been Per:O ed' 2CCOIQ to the IeCO endaP.OIlS contair,ed �fthin tail report. The project enc_�neel should evaluate ail footing exca-�rationS be-Fore ieinl oT:i:- steel plaeenlen . • The field BVahla ion, laboratOlyS"mi Tena and 2 oieC�:Iucal an !vsJs pieseIlieQ Et L1S iEpol aVe been COnd-acTed according LO c ent errglneering Dr2CIICe =6 iIle Siaild2lQ Or Cale exei ClSBC by renuiable ztoitcbriical cOnSu!,a'nts De:iOi?nina similar .tasks iii tills a-ea. Nc o-b,T y,'2-ari'-ti'> expreSSeci Or .:Dil-eQ,1S^aQe reg dL?the COnG1IlS10ris,Ieco=tndaIIOns ar:d Opl_Tll01 S e?=p-eSSed in—o ValatiOnS may exist and Cond1-Li0ns not ODSBiVed Or, dBSCL Ded nl tI1S IeDOii may be enCOunTered dllclH consffnc ion. Ol" conC0Qsions and redo�eneatl0_^.S ce ',bas_d� Q`t �: a^.a=Vs-ls 0 the OCSe.'Ved condiions. Ii ed-__ c �nC0u-1ie'er';0-z 0,ce saOLd be nctl ed C1=0ii:Ons d__" eni'"Orn_nose neSC7 b '.Yi:_,Ie70 are oC;_ .a� b-i:d= '._70n 'eGlleST �!_`, should it -1w' • ana a0`lTi0n2i?eCGP1!'!enQ2Lpn,c _ Dc pro _� Daze -_ _ r=ieca-a Cai o-__ Califon;a _ - :6, 200f CTE .-ob NO. 40A 89i rojjecl sc7...,,Ica-_ Cns v __ ean ' S; 0�, _✓-i .i c,np ..12t.,� a... vl: N'e a�D c12:ein -,s GDDO . ---]-� r0 be of sw:Ce. 0;!As Toj eCi Ou nave ai v _-ga --2� is 'eJo`, .lease 30 flGi_-lesirare- ?o con�2c- i__E underAgned. ?esnec�,ra!iv Coll STRuCTiONTEST',G ENGINTEERIG, INC . odned D. Ba1_la e- GE 12173 "mce-t ?. ?arula, CEG 12057 Geotecinical En neer_ng Manager Senior En nee-:-' Geologist PF�F`SS+-iN v �0. �a .-2173 �, {l _ �.�Kj J. * Erp. 0730106 • I�ol iai �J AV cl PIK 18, LiA lbw LIJ I U ol 4z, , -,�t P&q Jj rv�r2, 3 MOP °° r W:ALL 3?:CK iLL COM??.0 T:D TO 90% RELAT iti DENSITY 3/4" ORAV L SURROLL DcD o . I` r ILTER 7 A3 C (MIR=,r i r' o 14 0 , OR3QUIVALENT) P Q O � 6 MN > c • c • r"NIl s L-T CR^r� o J T c - o J T O < � O DiA. PERFORATED PVC (SCHEDULE 4.0 OR EQUIVALENTI. M N]--Iv1 / LA, OF I^'i ?OC'K DKRL• INO . °j - • i !Thi (r,lil 7 S ' \' :, R TALILG «' LLDFTa1T - �.�� Itl�Y YG i�NOi,SUlib, .e.OnYINP....; job Vie. 'D:.ie rSwre NC • • REFF REN CES son _. Blake; T. F., '! . S96; : �Qt uL_; ' ,00, Thomas Slake Co._:_ SO .ware. L. CalifOTnia Depa-ii en Of COns--`a:iOn N'eDSlie, 999 Ca'ifo__1a SiTong-Moron IIIS7LIDB_?LaT-= ?:0g_aIn (CSIFi ), 'ra-'7c �'Llgating 3. Ca'if0^-La Di shn O MiI1es anC Ge010gi', 199�, "Gui6e OTS I0T LV al.h ti _o aT1Q l\ Selsi:''_iC ^.^?aT05 li? C2�li'0 -a," 57eC1a1 p l�'Jhcation 117. Call forma TeSi Me--106 54-3. 19/8;1\4eihrod-Q EstiMa=in° ne anrCn Depaunen of Tansn _a ; California j. Day; R.W 1999, GeOieC=L'-'Cal and,^O'L-1Gati0n Fn Tneeri?l�. Design' an6 COIlSiruCtlOn. E r< nc'nee tin udies; 6. Duncan,J.M.; and Buchignani,A.L.; i9%6,ti Nu z t or Sezi S ZOrn Lu7ajier Davidson Levale. c C .. ni j 'gin �� . .;RevlseC Q0/ �aZa ZOLe_ii_ a1II0iAia, 1. Ha: a?_ a `- - a 4 n T T �0 Ear,7O'1a)se"dint Zones MaDS;v �1qLlsi Pr1010 �3r'11Q.+ak allli ZO 11i G h:��7. b11C'iIOP_ 42 California Division of lv_fines and GeOIOry, Specia S. Rogers, Thomas H., 1965, Geologic Map of Cal_iforia Santa?ra Sheet, Scale 1250,000. 9. Seed, H.B., Toldma*_s!4 K.; Harder; L.F., and Chung, RM 1984, Lrf uence of S-2T Y70CeCL'_reS in SOIL L iC�ueIaC,ion ResiSiaIlCe EVaIuaII OIIS. . !0. SOL.nein Cc.1LOrnia. i✓a 1'?QLal:e Center, T.J?L'�' ysy-. Of SOL.t?ei t CalifO'-1c; 1999; _nda.i _e i0:1,'Tlu.e=eIliai:pII O:DMG Special `_'Y-n11ca on 11 i C ydtli:ies a ReconmendedP:os' = for .^,1 Icn!rg a-ld Niticai'�ric L iq7 lt?aCr10_.�:aZardS 1Il C�1iT0:Til2. I1. C al':fOTni2 Building Code, 2001, 1.hapTeTS 16 and 19. 12. Webb, 1.5W. an6 N'0-is, R.M., 1990; Geo.Ocy 0- Ca11.0 ua. 1�. V�"!Jei jr_.; Hawk 19j /; GeG105) Of EiSi70re anQ Cl_inc, =aul? zODts, anc Ln`LDIlS; vG;_n',a=ester g ;-'f— Co''! y; Ca'_ilo._sa, T!ap Ser ent C. • ��,��J _=LD =x��sOR_�,T10'�' t��r=1�:'CD� ,=-�'� �C���uSLO • • q�?'�Jl_X B F !D E: pT Q ,TIO\ qET 'ODs , ) MAR IS LOGS Soil 70±22 Methods KejzSvely "-jndis-nrbee; Soil San-Dies Rclative'V"und Sv_r Dec" soil sangnits Were colieoted using arnod_f_ed Carfo'da dive s .4- inch inside dlanletei =-inch outside di`Tneter) IL:red Wi v7 sat=mle --igs. D—ive sa=ipl,inag conQllclel i:- general accordance With._S l M D-3 ssQ The steel s�r�.lei was d-VeIl�o lice bottom . � Q, a "-�_ count of the borehole With sLCcesS_ye drops of a 1' 0-po�und -3ni_r r 11'� 30-inches. Dlo'W C0.'-.i:s (N) rt�u'ired for sampler peneua5on are shonvi on the boll° logs '-M the coliirin`Blow's/70of.' The soil was retained in, brass rigs (2.4 inches it di •_eter, 1.00 inch ui hei_7). The sar iples were retied and carefully sealed it wateroroof plastic containers for S'lpr-gent to the Coast-ac ion Tesrmg & Engineering C'CTE") geotechnical laboratory, Disr_rbed Soil_ Samrl_in Bulk soil s=leswere CO!leC Pd for laboTato-)7 axialysis using iW0 mtL[hocs. Standard Penetra?ion Tests (SPT) were performed according to AS T M D-1585 at selected de?ihs in the borings using a standard (1.4-inches inside dia_neter, 2-riches onside diameter) spilt-barrel sampler. The steel sampler mms driven into the bolo7m of Lie Do!-,ho1e with suc ces sSye drops of a 1 40-pound weight • fa.11 ing 30-inches. Blow counts(l��'eC^,i'ed for Sampler penetration are shown on me bohng logs in he colurnn `Blcws/FoMY Samples collected-in this mamaer were placed in sealed plastic bags. Bulk soil samples of the d-ili cu-j-igs were also collected in large plasic bags. All cisturbed soil samples were r,-=--d to the CTE geotechrncal laboratory for analysis. • _. c c jy i.xc ._ --.. l � DEFLNITIOti' OF TERMS C S7i C .• < _ AO. cS = C C_L� C-R D S=.ti S,02 _. S AN S _ CR NO 1 t S •.—N < ` r S.Cr.A�'..'. a<_kDS _ _ OR < _ - h0 712 z V S'._.-7� SP>v^c c N."}S v tvOh c Cr.S � �r�4C-0'r S � S "---Y 7-NE Ss DS ROCK i.AL2 Si_-Y" rn Si S t..D 7 AL'S C 7 'u"` _ .I OR C�4`.'-� � Si\'DS S_ L} :S / LNORCA.;! LAYS Cr �W TO'f 7Um _.LS .1v\5., I CR _`.' SL..'�'D" Si_ O'�_.:w C-L"S v. n ff �T i s, ORG.4_'v1C 5�.:� P'�"7 ORG_* ..J�.i]C C :S OF LOWni L C-C-1' z f __.Q if [� •' SILTS AFD CLAYS ' I SANDY OR S 'SO-u.S_cL�C S?L= z - - �QL:u uvf?T IS LN.T'GAViC CLAYS O_ ... -L55..Ci:: . C__ S ORGA-N-iC C�4YS O: NJ R1,TO?I ?LLS:iC=, jam.Qt / ORGANIC i. CLAYS EIC_L`. ORC; uMC SOILS ].,- FEAT=.h7 SOii_S GRALN' SIZES CIRAVcL cl S. DDircN-kL rE5 5 C = -_, T 7 . ',�D =o=mac oc co- 1 - •C , -- _ - _._ �.. Z Cc _tn i �-• (' 0 e 1 h iC inn; ,1'C E _ _ r _ Laoo^�mr Tcss BOP.iNG LEG=N D � _ = = r D_sC R,?7 loh i ° l I BVock or Chwk Samale i;� 5u!k Samole ��� � Thin Walled A.rry Cori.of cneinecrs Semilc Standard?eae:2[ion Tes. �� Modined So�it-9 arrel Drive camDler(Cal Samol e'l k'.anc DenThio Walled Samolor Cmwdwvr,TaSlz JI __ 1 �'—=orma:ion Chance(A ooros!maie bowc'an bsta-rzn wfl :f oes) Cocnts Noi Hccordnd I _� , I �� �-� ,_, �� ��) n_, fr v "� ��, �' o �1 �., ii f-' R, ��j �. <,, �, �% 0 �-� �,� 0 <� x ,_i • PIA K C La oraory tests vdere Der-Or'1ed On so"' scrn?les OO deteCi their relative erc �a iir,c n] '_ems. Tess c _ Der_J'"`"'2d _ol-o-; _ng Lts ieL!0 s 0= -re 4�Ie' can Society SOr TwAg �1 AAS or omer aC gma Stand ds The '0110V' Drestnis a o=iei deSCiiDT;on 0- the parlOaS :eSt ='_WINS Used. LaDo-a:Orti rZSLts ._- presented ir. tine -OLGw in_ seCL or, G- is Appendix. ClassiEcahor, Sods R2r.- ciaSSIIIed Wsually according t0 the Lli i itd SOi-I Class-!-iGaaor_- Sys-,-cm Visual clasS_ilOationS were supplerntntZd by lalbomory tes% g 011- selecte6 Samples according i0 AS T AEI 02487. ar icle-Si?e ?nalysis Panicle-size analyses Were PerlOr r ed on selected representative sa pies acc.or Si g to A S T M 10422. Arerhe-, Lit is T'_CZ proctdLre Of AS TM M D4318-84 v,,as used to rnZas'u t the Lgaid limit, plastic lirnn anO plasticity index of representative samples. Expansion Index Djansion iestrg was DeI'forInsd on s"c" S^u'IiD_'�eS OS the i.!ffiIlx ofu1e OnS'ae soils according to Building Code Standard No. 29-2. h-Place Moist evens-v The in,-blare roois7are comm EN CO- t'-='——xtig'hi of SE lZc cBC sarnpits,7 Zcrc dete=-Iled using relfiClPelV Lnd Sit bed chtil_'K soil Sa'nples. Direct Shear D' tct shear ims F'ere Per-Orrned On Vlher Samples direct tom. the -5--Id Or on sarlples TtCo-apacted i0 90% Of-le laboratory uiax : : `'alae OV0rall. Drtci shear teSt'!Rg was perfo,=td in accordance'a; h ASTNI D3080-72 to evalaa-Le he shear s-ceagh cha acier_Srics of selected materials. The sarr:PleS were'n*iandated eLring shearer g io rep,went adverse field conditions. • I _ I TESTING EVA RJ 0 FILL (0z.-L Oca�eroar_ .�Uv'c. I �l ._ � n , M-,:'.- cease_-u.,,-.e mois b-ow S..,u' A� l _ I: - I-.. sync I I .. 112 Ou e r Sfiu�f m (Oall o-o,yr.lt r. .:-.,�Y ED f nc I J �f o sy Mea a s...no�i a )`_r Won k-,2:1/o no , _zw z7aeec D'ID — ( I WA 1 -_ 4E 102.E i_` S° Dense tc MD 000 aotc 5m (SP)=ma 1 a Qom= _ II I to wet ores si]- s2'd(SMl I ?v! eJ Medm:.-cecs�very mois:tc wet COL-Se i0 tl:Ui=- c alntL, 7=-:Y =iG_�— • i l' GTlOA 1 _I VCIv tic I C jO?H0- S0-;190 — 1Oh- S*T,_E bLFi Off'. �90�n�30' =1 . - mry �aooa ?esu BOF NG: B-i C-0i. u = ° DEscRiT?o?; 1 1 Z e-atle � r27, ',.E oo -wnittoe,rooeoCr_!1,zi't^ F',4 3m.1% �oandw�e:encountered ar 2- 1/2 fee: J 3L� WA?.7% a SP Medinm-dar_se.we;.iish;oreY, eoorlY o-aded M JSAND (SP) J SP N /. w� n.7°ra ci-tic, � S if,wet da-k�orown to'o�ack:.si1N�i-an CLAY Ca. ):at*ec at Bon^� ` i ✓�F I c �o o rl lI 50 S° • r S OI D'�= R - OY _ I LJ B-� abo - _ ._ss I � DES C:c =�ipN I i 0 ,/ Oun ❑a.r Fill (O�i) sc j e to medium dense. r.:eis red breHT Locs — S c .a'c-nosy carve ..Hm ca'oiack zS [ �s1- ;a] =lar ee ! _____ _______ __ btois.. cak e 'D:o s'.silly SAND(SN.) fine Drainedre _ SF ,N,eflius-dense c t_°:eY white poorly !Sp) III I I I I � I 1,5 S_ { nc _,a��_,�_t� C , \ R 1\ L n]\ C , ; C 5 J C • M 1 Rv c,ic Dc e'oo-mm Drc_. 3' sP�� tiv S-v 1 J -OS NO. 40-:89C DR-Ll- >OD_ 8' c. 'SP i-S'GCN DP Doc D T- SV�-AOS Uri _ rz Lzbcrzory-es3BORTN JJ _ ✓J DESCRC77 GN Ouate-narvArtificialT+ill Sc loose to medium dense.mo;st red brown MAX clayey SAND (SC) 129Dc;zt 10%CdC DS E1 „J Ovaiternar, alluvium (Oaq 1!9.9 tL5 i 16.1 1-6 CL �_: ,stffto hare, moist oa-k brown to black iear, CLAY(CL) - chanae --— t-a�srior,al — f- - ---------- sM Dense t0 Very dense.inolst dark�I'eY.. Silt' ( DS SAND(SM).--me oramed r- Snional SS i2_i 105 Medium-derse,drv,erey whne,pocr'y r SP traded SAND (SP) I 2'L6 6 Flrn_-los nlacx,s1Z lean, CLAY(CL-IvL) r1A ilium-o_=; se.molsLsiiI,,S'-LND(S1�i rme m3lned ee" "I no z7c rn^_'ware--ncoun[ered • z a •?3 e ` DF f D>v '1C 1 Of - _ C IL �0 J -99. Don 41=0D- m ymasn7smox JK—..V D"F LOGGED" VjF _ti . 1 �-C,- .3C __ 'k ^0. I = l B01 -G: B a; s — — s II Guace an A indal Fill ,'Ga , M IOOSBi =�'= je c =4 rC.. F.SO'�u cla,ty C VD S'.-) Ouaternary alluvium (Cal) III CL \,ems' -u-;c ha-1 mcis- cz L brotim cc`-lack lean CLAO(CL) 5 „ Sorne Te ma-,e_' ai= feet _1 no 8reencware:eneouncea 0—I • I � i • iT C T 0 N T T I-Iv C & 3 N NC . °Fu -e-i "fie eo mex K >�Dr 1C S- O C _iO3`+..: G',890 o.�r, -4OD' 8 S>•:SP�O' 'J.� 'NC fit- �.420ai BOZi ;G. �_.� L2b0"atO-�,TeS"S � � i D;✓scFu'TioN� I sm Ouacernary Srtincial Fill (Oaf') R-Value ioese to mecium dee ^�^s _ oist res broem clavev S_-".Nu(SC) Ouaternar) alluvium (Oal) I 'v ery saff to hard, noise, dz;k brown to'olauk lean CLAY(CL) 5� Sorine Te- mated at : feet i 1 � I c� i • IF"A RE v . ec1 -e- =v °roo S ,v. sm, Holt! F=:-:. :-in Dom-.INC n. "C aCl-12ot iL-_:a 8 .OrL.O -S "___ = irI N5 �03G 7 x.c11e p9SCL SANK %D' NORMALIZED RLOW COUNT SUMMARY Samoler Conversion ?T Slow Coup;=052- iNOCI T comma Slow Count S:T=G. Moe. Cal=t Samoler 01oriem ors C, Overburden ?rssurs where?2=2000 p=_r mercy Ron CE=11 (Aute Trip 'Kamm-) Sorehole Diameter. CE = 1.0(hollow stem) OR Roc Long, OR=a7c, D Bf, 095 for!wins < at 1.0 for!math=> at C, Sampler Liner Corres for CS= 10 (Samoler W10 finer) Co Dia Up, of Samoler, SET Slow Count=0 E2 Moomao Comma a Slow AverKle Sorehole Ncmber Normafi_ec Deotn (') No:^".al_ed Siowcounts per Depth B-1 6-2 B 3 N>o 44 53 64 5 46 31 30 00 O 19 29 34 27 ro 30 22 19 2" a 25 20 0 �o 30 14 o ,I� 40 14 4 50 40 2 SID 5 '2 75 So 90 ne:ace Norm2ket oer Borenoie 27 32 27 1 1 ( I ,Ve�aOc ,NOr'i121i_ed `e/e�mlcal ?i✓iile 29 Soli : ropie SD NO I'so St' Lou"XIE _ .. C J- - .. T_DG'_ _ P30_S:. o> v„o-S pry 7ael _ CTPJOBNO: 'O-_EJD - 30iuOi`_: i '_OCG=D 3Y: A.Fiie7D S:., NORMALIZE BLOW COUNTS Depth to G1N 'r`Sampler Core^.ion_` _ where Pa=2000 ps C"' Overburden Pressure,CN=(F,)cv) ,26S ,. UNiT W=1GN.�W=T 118 CS Energy ratio, C5=IL (Auto Trip Hemmer), 80/6 C5 Borehole Diamerer, Cc= 1.0(hollow srerrl) C Roc Lena h, C.R= 3.75,LSE, 'D Se for lengths <53, 1.G for lenghs >33' Sampler Conve:5on _ ler wlo Ifne;) SPT Blow Coal=0.62` Modllec Ca"M* Blow Count CS Sampler Line:Gorrenlon, �..r`c' 1.2(Sam P SPT= S, Mod. Cal=C - Dia (type) 01 Sampler, SFT Blow Counr= D.62' Modinec CalirornJa Blow Corenon Nor,-naGze Soil Fro57e Data: Nn SP =S C�RB'JRCEF ENERGY BCR°_CI<. RCD LNGTX METHCD T'XE r. C. C CR C_ CD Nso Dan,. Rog Sleeved IypE Cy Dn E Sample Count Length SFT? Sampler (psi 14 FROM B-'1 1p N S 295 2.60 1.6� *.00 0,76 1.20 11.00 44 <= 1.OG 0.75 1.00� 0.52 46 40 FROM 5-1 1D N C 590 1.64 --- 5 D.75 1.OG 0.'D2 19 10 24 FROM B-1 10 N C 1'180 . - 46 FROM B-i 10 N C 177p 1.D6 1�3 '1.00 0.75 1 DO 0_62 30 10 2350 L92 1.63 LOC 0.75 12C 1.D0 12 2p 11 FROM B-1 10 N S 20 FROM 1 10 N S 2950 0.62 1,00 0.75 1.20 i.Dp 20 25 1.00 .G.75 1.20 1.00 ;4 30 16 FROM B-1 10 N S 3322 0.78 FROM 5-1 30"00 ...- 1.00 075 0.90 0.00 3678 0.72 0 1.00 0.75 '120 1.00 14 40 16 FROM S-1 10 N S 1.� FROM S-1 4156 Les 1.a3 1.00 0.75 0_DO 1 00 45 1.00 40 S 1.00 0.75 1.20 60 50 FROM 8-1 10 N 4464 0.67 1.3.. 47'1z 3.65 1ss '1.Do 0.75 D-oo o.oD 55 FROM B-1 .: C.75 Loo 0,00 . FROM B-1 5268 0.62 Loa 1.30 60 - 0.75 0.00 0.00 65 FROM B-'1 524E 0.62 1 S� L00 7n FROM B-1 5546 0.6,0. 1.33 1.00 0.75 0.00 0.00 . 562c 0.59 ;.33 1.o0 0.75 0.00 0.00 FROM B-1 80 61C2 0.57 1.33 S.DO 0.75 0.00 Loc, 80 -FROM B-1 E5 FROM W, 6380 0.56 1.00 1.D0 0.75 0.00 0.00 B0 FROM B-1 too LAID 6658 055 1.33 ''..00 0.75 200 0.00 oc FROM B-1 5936 0._"V-' 33 1 DO 0.75 0 P.ve,ace Normalize^ 310wcoun for thi6 8orino = 27 -Reference DMC 6PEDIAL P'Ja'-IOA"f ION I" • - -Tv'�ti:i �� o, _r o ownz Twvsmq emotei 7 s tiC in DtiG-� d.S 20G HOT-0vV BTSi , J' ER O 0 �go0 NORMALZ'c SLOW COUNTS Deo4= cc 9VV Sampler t,orr=_caors Dv, - e 5 It C, O,SEoU Oe7I FOWLS. ON_(F,ldv)va,where Fa=2000 as- ''iafnnev), UT WSiGnT WET 128 _ Fnro eq Ra:io, CE= t� ,r.4um Trir 80/00 C_ SorehAe Diameter, CS=1 0(hollow Mm) Sampler Convection OR Roc L eo1i OR= 175, 0.85. 0.25 for hyms < K' 12 OF len_m__ > SRT Slow Count=9.c2 MOGI K Czlrf"M Siow Count C, Sampler'Liner CoreciloO OS = 1 A (Samy-w/c liner) SFT= S. Moe Ca!= C C, Do (type) of Sampler, SFT Slow Count=0.62' MoaAc C510MA Slow Sot;Profile Dan Ca7ec;ions Normaiizec N' SPTc', OVc4BJRJEN ENERGY BORE DO ROC'=NGTF M�HO'J 1"E DeEz' Blow Roc Sleevec Tvpe CN _ - C'R - Co Nsc Sammle Count Lencm SFT? Samoler (pst) ZS 34 FROM TO 10 N C 320 250 113 120 0.75 hoc 0.62 0_ 25 FROM to 10 N C 540 1.77 1 so 1.00 075 1.00 032 31 10 37 FROM TO 10 N C 1283 1.2E 1 K 1.00 0-75 1 30 012 2S _ A FROM SO 10 N S 1920 1.02 113 1.D0 075 1.20 190 22 20 23 FROM NO 10 N 5 202 0.8E LIZ 1 00 0 7E 1.20 1.00 24 25 FROM SO 3200 0.79 1 33 1.00 0 75 0.00 0.00 30 FROM SO _3622 014 1.33 1.00 0.75 C.cc 0.03 FROM 5-2 3950 0]1 113 1.00 - 0.75 0.00 010 :4 G0 `ROM SO 4278 0.6E 1 30 1.00 075 Too 0.00 q5 FROM SO 450E 0.8E 1.33 100 0.75 0.00 0.00 50 FROM 5-2 Agy 0 64 1.33 110 0.75 0.00 000 55 FROM 5-2 52c2 032 133 1-00 0-7c 0.00 010 6G FROM 5-2 5590 c3o 1.Y 110 0.73 QDO zoo �E FROM TO 5918 r.SE 103 1 00 0 5 2 00 OTC l 70 FROM 5-2 _ � 248 0.57 103 1.00 0.75 0.00 1.00 75 FROM TO 74 1. '0C ^. 5 -CC Da 80 FROM SO 690, u_5_ .00 .DO00 0 00 ac Mi FROM ST /230 a53 i12 110 J.,` 00 0,00 To, 90 FROM SO 755E 0.51 1.30 100 0.75 0.00 000 FROM, 5-2 7888 0.50 1.00 0.00 -00 i'.verage NOF7altec 510wc0u ii i0r Z715 �OCii'IG = 32 'Rs(ere-,ce:[JME 5°_J:CL°'JF'-C TJDN!i7_ � (' 1 '.C Ll,l7 `S`T 1, C }' \ 1 1 1 L �' 01 1' '� b v. s.n N GL c_ ea •� _ N N SJHC -auc Vc. ,K D;iliin= D�i.?+Q OA-' ii1 g;200= a, O na rj=� Yr0005ed-WC-SiDC;< OIPITic- -_ppa NO -=--iQ40 CD. � BO=-2Oi- _ NORMALIZE BLOW COUN 7 S De-th to GW h Sampler Coredions' CN, Overburden Rressur, CN= (R,Ic'v)11��were Pa=2000 DST'Dw= 25.5 f .. NI W iC}-: W 134 Ce Bneray Ratio, CB = 1 D (Attu Trip Hamner),80/ro Ca Borehole Diameter,CS- 1.D (hollow stem) CR=O.iE, QBo, 0-26 for lengths <3 tO for r lengths > CR Rod Length, 33' Sampler Conversion Sampler Liner Cor C - SPT 310w Count=0.52' Modified California Blow Count Sampler rection, CS= 1 2 (Sampler wlc liner) SPT=5, Mod.Cal=C GD - Dia(type) of Sampler, SFT Blow Count= C.52' Modified Caiifome Blow Correcti i Noaiizec on=_ Son Pronnie Data' B�__ pV'R9URDEN ENERGY BORE Olt 4OC LNG'H METROC n Nm CE C6 r C NBo D pop}� Blow Rod Sleeved Type a'v CN anole COUM L noth SP h Sa Dier (os) -------------- C 338 2,44 1.33 1.D0 0.75 1.D0 0.62 64 2.5 42 =ROM S-3 10 N r, 28 FROM S-3 10 N C 570 L73 1.33 1.00 -r„ '.00 0.52 30 5 1.00 0.75 1.00 0.62 34 ,p e5 FROM 3-3 -10 N C 1340 1.22 1.33 _ 15 15 FROM B-3 10 N 5 2010 1.00 1.33 1.00 0.7E 1 20 1.00 19 20 6 FROM:5-3 10 N S 2680 0.86 1.n3 1.00 D.i E 1.20 1.00 25 11 FROM 3-3 10 N S 3350 0,77 t.a., 1.00 0.75 L20 1.DC 1D =ROM B-3 10 N C 3802 173 1.33 1.D0 075- 1.00 0.6 30 0 a= i.33 1,00 0.75 1.00 0.62 35 FROM B-3 10 N C - 410- _. cO FROM B-3 10 N S 4518 0.57 1.3� 1:30 C 75 ,20 1-DO 4 FROM B-3 `1C, N C 4676 0.64 1.33 1,D0 0.75 LOp O.o2 5 5D FROM. B-'s -,10 N S 5234 0,62 i.33 1.00 075 L20 1-00 "552 0.60 „33 1.00 0.75 120 1 AO 55 FROM 3-3 10 N S y _ 1.00. 0.75 1.20 1.00 FROM B-3 10 N S 595D 0.58 1.�3 50 - i.00 0.75 120 1.D0 ES FROM 6-3 10 N S 6308 0.56 70 FROM B-3 10 N S 666- C 55 1.33 1.00 0J5 1.20 1,00 - 1.20 LOD . M B 3 10 N S 7382 05 Lo.. 1.00 175 75 FROM S 7382 0.52 1.33 1.00 CT 1.20 1.D0 BO FRDM 3-3 10 N B5 FROM 5-3 10 N S 7AO D.51 1:03 1.OD 0.7E 120 1.00 FROIJ, 5 13 N S 8098 0.50 1 s3 1.OD 0.75 1.20 1.OD 90 8456 0.a0 1.33 1.00 0.75 t20 1.00 05 FROM 5-3 10 N S P.verage NOLT:allzed Blowcount for this Bonn- = 27 'Reisrence:DMG 5?ECIAL PUBJCFTION 1 C7 Liz C n�ry T--�-r - - Uz-.:ORY -v TFO S _' • • r p� OR-:1 OR TA `_ODS _-^_ RESULTS laboratory v s s were perlorr ed C= nep s utie soil Su p[s ,0 de-a - is engineeringi D-nD as 1eS W Der,✓. -Ol'ptitng 'eS Eii?C✓.c C he Society for lsgi-g Ma iEIs 0- Oda; accepted ed standards The 0110w a D s 1iS c niel description of L7e' yariOL's test meL'?Oos CSeo. LabCiatOi;' ne.,c,�ltc sre presented in ule f01_loh,_ng SeC2On O Lnis Appendix. Classification 50.15 Were C1aS5 led visually aCCOr"�lr!g i0 Tti'e L"=i led S011 Classification Sysieni, `'i,sual, C12.,.,'-1Cat1vnS were SL'pplemanted Dy laDOratOt ' testing 01 selected Sa.__Dles according to c c__ ASTM MAT Particle-Size ? aal;'sis Par icle-size analyses were per!^Ormed :)-,as--.ected repnesen t3=ve samples 3CCOPdL^_°i0 1 M D422. Arerbere L-__its The procedure of ASTM D4318-S4 was used io measure the liquid limit, plastic?imzt and plasticity index of repnesentative samples. • Lx ns10n index Expansion twine was perform n performed o selected sa-nples 0__ da matrix of the 011site soils according to BuiM:ng Code Siandard No. 29-2" L-Place loismre/Dei, The in-place moisiure content end di-y uitweight of selected samples were de m terined usm9 rtionVely imdisvaTbed rhunj, soil sammples. Dam Shea: Di reci shear tests were per'ornied On either sa_m:)as dirtci from, Lne Mid Or on Samples recom_pacted to 90% of he laborato- max nu n viue ovarall. D ect shez: tes*one was performed?-it accordance with A STM D3080-72 io e-hate the siea s en c zactensacs Oi Selectee materials. The samples were mundaied during shearing t0 repTesent adverse held condiiiOns. • II ly� • Ir I14G � 11 'PI' i -I � II ' Ill I L, I IIII I.I � .I I 3 ' II 1 Ill I 'l A I I I I I 1 1 ! ! I I I I I 1 1 1 1 ,- L? " Illlllll �i IIII I 1 1 1 1 1 1 1 1 i 1 p l l I I I I I I i I l i l l l I ' 1 5 1 I ( I I I I I I I I I I I � � Illlllllllllilli�' 7 li I I I I I I I . . � I II I�: III IIII III ilil I I I I I I I I I I I I I I I I 'I It Ali I I I I I I i I _ I I III I 1 1 I I I I i I l I I I PEPCF' i MOIST UR ASTNI D1=57 MDTHOD A B ❑ C %IODIFIED PROCTOR RESULTS -B _F,ro:,: o .. c =S�FC°71C DRY r \ct MG s CRE - _ _� _ 60 -- Sooe. 400o I � i agog SHEARING STRESS (psf) 2000 1000 • I 000 2000 3000 4000 5000 NORMAL STRESS (psf) SHEAR STRENGTH TEST ,lob Location/ � Friction Sample No, Depth ( L Cohesion Angle Descript. 40_ ige0 �- 500 2° ecompacted 0 tc 11 el pc( i ai 1 D.0%we sDDD � i i SHEARING STRESS (ps` I 2DDD 1000 I � � 1D00 2 0 0 D 30DD 4000 5000 NORMAL STR7-SS (psi) SHEAR STRENGTH TEST Joo Location/ Friction Sample No. Dep-th (Pt) Cches4on a Angle Descrot. 4G-18°0 _ 25v^ j 27 S;I/ i ti = KT iT 1 JN iN R _ n w \' C C C 6 C Ian -- •—=e— — U- :�. " - T,D -11 T115 Miff- ITC-- -- -- — — -- iJ _ - � � °° o •0 1 � e .1 90 60 . U 10 �a In [ry n 5a I-• % l�l V n. J 10 • 100 10 I 0.1 001 ODa I PAR'I'ICI„S SIZG(uun) PAMICLL S17Y, ANALYSIS Sm ple Deagnnl on Sa nPle Depth(real SYmbnl 1-9 1 inni L "nC STR RIIC "I IC)N I LS I ING k, I N G I N F I R I N G I INC �} I 2526.5 • — —_ 51 1 N f 1 1111 1'S1 .111 INIP ll "'IN 4 S1 Y `�' (' v nnl _Ntl1�. pl R- O C.Sc orvN n(1 cn. 9lail IIR�111R <915 CIT..IOI3 NUM aI:Iz I0-I990 rlauar.: c,_,I RERORT Or RESIST A NCE 'R' VALUE-EnPANSION PRESSURE Job No. 40-1890 Job Name: Two-Sion ":oiel Lab/invoice No. 1--350 Sampled By: Rivesloe Daze July 1E, 200E Type of Ma:eriaL Clayey rlezi c Sand Submitted By: Date,Juiv 22. 2005 Tested) Cale.3 Y'. SiJ S132n Date,Juiv H 20� Sou;ce of Material: E-� � C-o Test Procedure: Cal 301 Reviewed Bv: Douglass Johnston Date'.July 27, 23H Soe_inen/Mol NC - 2 6 C-moacror.Al �ressu'e,`.los. 50 2 5 •-7C EXll Catl0n - Ini Ial Mclsure. %_ ` r • <� vJetweicar anc Dry weighi.c _Xpansion Vsat ,400ee,Ml <G r 4 o^ , Moisu at Conoacuor, o < R-value 14 e Wt. Di 9noueYe anc LJolc c - W:0`.MoIC, c <1 = 204 20<c e W". 0i 9neu i:le c - I' 265 EXDacsion 17 Dry Jensiry,o 2SE - 23S - 1225 S milometer°F.C 1GCC Ibs 5 a lic-rerer R'r'2GG0 hs _ 2E ' Iniii2l W. samplee R VaiLe - < - 'IC Conec,ee R'Value 1<-77777= t _•2 Dry W(. Sample, G �uCafion Rress.,re Ibs SBC C20 - -2"D•:. -xucatior?-assure csi 3e0 280 6 16£B W21 Wt. Sam-le. G SaDilorr.erer Tni;kness-ft & - C 82, • Exoanslorl Pressure G� -- Rxcansson Press,-M-k-` R VALUE @ 300 L3S11N2 I ?p I I I I I !�I •6 I Hl I l I C I I I I I I - �I/I / III I l I c I l I 6 I I < L I I G KC 700 60C 500 400 30C 20C _ u.;-TION' PRESSOR=.__=-5i1N2 CCVe: 7P K,IESSD <c^�SID SSIJrc- cc, ansio m mra 9 I ^ class Jo u.0 _aborztory Manager E Q r, U L T = Version 3 . 00 DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DICITIZED FAULTS Jos NUMBER: 40-1b90 DATE: 07-26-2003 30S NAME: Proposed Two-Story Hotel Temecula CALCULATION NAME: Test Run AnaIYSIS FAULT-DATA-FILE NAME: CDMGFLTE.DAT SITE COORDINATE-; SITE LATITUDE: 33 . 5213 SITE LONGITUDE: ='17 . 1635 SEARCH RADIUS: 1oo mi _ A7 ENUAT=DN RELATION : 14) Campbell & Sozorgnia (1997 Rev.) - Alluvium UNCERTAINTY (M=Med an, S=Sigma) : M Number of Sigmas : 0.0 - DISTANCE'MEASURE: CCIst SCOND: 0 Basement Depth : 3 .00 km Campbell SSR: 0 Campbell SHR: 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DA.TA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km) : 3 . 0 • a0o 5 In IJ ,o n I- � :L In n) VI I/1 m In w z n l/1 n n Z 01 to x, Zl -I z m v, Ul to s w n j1 z V1 Vl m fll m I I 3 0 I> r III )> III ➢ I- D D C 1-I C O (- ➢ O c O r )>➢ 1-1 0 nt ➢ ➢ P Y T l> '[ O n1 ➢ l> r- r (- II I pl III I < )> Z Z 1 Z In Z Z 71 111 .0 /T1 !11 Z 3 n a) W Z Z 2 H Z I-1 N s > Z In In In I It) 1 1 .11 Z.-I Gl v Y -1 ED O -1 O ZJ -1 z n1 v 11 -I H II m U0 O 1. 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VERD000 __i1 OC 11-4-) I 6. 7 0. 022 IV HOLLYWOOD 74. 5( 119. 9) 1 6 . 4 0 . 016 IV CALICO - H:IDALGO 77 . 7( 125 . 1) I 7 . 1 0.030 I V PISGAH-BULLION MTN . -MESQUITE LK 79.7( 126. 6) 1 7 . 1 0.029 V SUPERSTITION MTN. (San 3aClnt3) 80. 3C i29 . 2) 6. 6 0.018 IV SANTA MONICA 82.0( 13-- . 9) 1 6 . 6 0. 017 IV ELMORE RANCH 82 . 7( 133. 1) 1 6 . 6 1 0. 018 1 IV SUPERSTITION HILLS (San Jacinto) 84.1( 135 . 3) 6 . 6 0. 017 IV SAN GABR EL 84. 7( 136. 3) 1 7 . 0 0.024 V SIERRA MADRE (San Fernandc) 84.8C 136. 4) 1 6. 7 0.017 Iv SRAWLEY SEISMIC ZONE 84.8( 136. 5) 1 6. 4 0.01^ IV MALIBU COAST 86. 6( 139. 3) 1 6. 7 1 0. 017 1 :V NORTHRIDGE (E. oak Rldce) 88 .4( 142 . 3) 6 . 9 0. 019 -TV LAGUNA SAL.ADA 92.1( 148 . 2) 1 7 .0 0. 022 IV GRAVEL HILLS - HARPER LAKE 94.4( 152 . 0) 6.9 0.019 IV ANACaPA-DUME 95.1( 153 . 0) 1 7 . 3 1 0 .024 1 IV SANTA SUSANA 95 .4( i53 . 6) I 6 . 6 0.014 III -6NCi0F^SEARCH--^^57 FAU_TS FOUND W=T'�1IN THE SPECIFIED SEARCH RADIUS. THE ELSINORE-TEMECULA FAULT 75 CLOSEST TO THE SITE. IT IS ABOUT 0. 2 MILES (0. 3 km) AWAY. . LARGEST MAXIMUM-EARTHQUAKE SITE A.CCELERATION :" 0. 507 g • P aG= 3 Water Quality Management Plan (W QD'IP) NLkRRIOTT F_kTRYIELD CNN"A-ND SUITES Appendix F Treatment Control BMP Sizing Calculations and Design Details r-i Water Quality Manauement Plan (WQMP) yL.4RRIOTT F_s-nU ELD EITN .kN'D SL=FS • CHARACTERIZATION OF PROJECT RUNOFF Existing and Post-Construction Drainage Currently the majority of the drainage shed drains to Jefferson. A summary or the pre-construction water quality Flows is included in Table 1 and the pest-construcion riows are given in Table 2. water quaiity calculations are included in .Appendix C. Post construction drainage will be directed detention facilities_ with gravel filtration. All site runoff will be collected in the onsite detention system and percolate or slowly drain to Jefferson. Table 1 Pre-Construction Water Quality Flows Tributary Basin Area Q100 (acres) (C fs) 1.0 7.5 10.5 2.0 1 4.6 1 5.5 • Table 2 Post-Construction Flows Tributary Area Basin (acres) Q100 QwQ (cfs) (cfs) 101 0.35 6-00 11 0.005 J 1.02 0.14 0.005 0.005 2,00 0.95 1 2 01 0.47 0.03 0.03 2.02 0.75 0.03 0.03 • F_7 i