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Portions of Code not shown remain in effect unless noted otherwise. 1. Amend Florence City Code (FCC) Title 9 Chapter 5 to show proposed modifications in section headings. FLORENCE CITY CODE (FCC) TITLE 9, CHAPTER 5 STORMWATER MANAGEMENT UTILITY, USER FEE SYSTEM AND STORMWATER MANAGEMENT REQUIREMENTS SECTION: 9-5-1: General Provisions 9-5-1-1: Purpose 9-5-1-2: Definitions 9-5-1-3: Findings 9-5-1-4: Establishment of Stormwater Utility 9-5-1-5: Stormwater Management Charge 9-5-1-6: Public Stormwater Charge 9-5-1-7: Extension of Public Stormwater System 9-5-1-8 Stormwater Manual Adoption by Reference 9-5-2: Drainage Plan Submittal Requirements 9-5-2-1: General 9-5-2-2: Preliminary Development Plan 9-5-2-3: Stormwater Management Plans 9-5-2-4: Exemptions and Modified Requirements 9-5-3: Stormwater Design Criteria 9-5-3-1: General 9-5-3-2: Stormwater Quantity 9-5-3-3: Stormwater Quality 9-5-4: Maintenance Responsibility 9-5-4-1: Public Facilities 9-5-4-2: Private Facilities 9-5-4-3: City Acceptance of New Stormwater Facilities 9-5-5: Easements 9-5-5-1: Public Facilities 9-5-5-2: Private Facilities 9-5-6: Construction and Inspection 9-5-6-1: Construction 9-5-6-2: Inspection 9-5-7: Miscellaneous Provisions 9-5-7-1: Technical Equivalency 9-5-7-2: Penalties 9-5-7-3: Conflict with Other Laws 9-5-7-4: Severability 9-5-7-5: Liability 2. Amend the Definitions in Florence City Code (FCC) Title 9 Chapter 5 to be consistent with the 2008 Portland Stormwater Management Manual, 2008 Portland Erosion and Sediment Control Manual, and the Florence Stormwater Design Manual. The proposed definition for “Stormwater Manual” allows this term to be used for all references to stormwater facility design and it incorporates the reference to both of the 2008 Portland Manuals and the 2010 Florence Stormwater Design Manual. The definition for “Drainage Plan” replaces “Site Stormwater Management Plan” and “Preliminary Development Plan.” 9-5-1: GENERAL PROVISIONS 9-5-1-2: DEFINITIONS For the purposes of this Chapter, the following words and phrases shall have the meanings indicated: BEST MANAGEMENT PRACTICES (BMPs) Includes a wide range of storm water management procedures to effectively control the quantity and quality of storm water runoff. Loosely interpreted, BMPs include the wide range of storm water management facilities available for quantity and quality control (e.g. detention ponds, water quality ponds, water quality manholes, vegetated swales, infiltration systems, etc.). BMPs to be used in Florence are described in the Stormwater Manual. BUFFER ZONE A physical setback from a sensitive area used to protect the water quality, the aquatic and riparian wildlife communities, and the habitat value within the sensitive area. The start of the buffer starts at the edge of the defined channel (bank full stage) for streams/rivers, delineated wetland boundary, delineated spring boundary, or average high water for lakes. DETENTION FACILITY A permanent storm water management structure that temporarily stores runoff by controlling the release rate from the facility to prevent down gradient flooding and high velocities. DRAINAGE FACILITY Any of a number of types of stormwater conveyance detention, retention or other related facilities, including: pipes, culverts, ditches, natural drainageways, streams, catch basins, inlets, trash racks, and other types of open-channel systems. DRAINAGE PRELIMINARY DEVELOPMENT PLAN The minimum submittal requirement for all projects except those specifically exempt from the submittal process or subject to the modified requirements. The plan helps to identity the major impact of the major proposed development on the quality and quantity of storm water and the proposed activities to limit and address negative impacts. The submittal requirements for the Drainage Plan are specified in the Stormwater Manual. FLOW CONTROL The practice of limiting the release of peak flow rates and volumes from a site. Flow control is intended to protect downstream properties, infrastructure, and natural resources from the increased stormwater runoff peak flow rates and volumes resulting from development. The terms “flow control” and “flood control” are used interchangeably. FLOW CONTROL FACILITY Any structure or drainage device that is designed, constructed, and maintained to collect, retain, infiltrate, or detain surface water runoff during and after a storm event for the purpose of controlling post-development quantity leaving the site. IMPERVIOUS SURFACES Buildings, roofs, sidewalks, streets, paved parking areas, gravel streets and parking areas, and other types of paved or hard surfaces that severely limit the infiltration of storm water into the underlying soil. Surfaces with a Rational Method runoff coefficient of 0.8 or higher shall be considered impervious. PORTLAND EROSION AND SEDIMENT CONTROL MANUAL The technical document that provides guidance for temporary and permanent erosion prevention, sediment control, and control of other development activities that can cause pollution during the construction process (before, during, and after clearing, grubbing, grading, and excavation). POST-DEVELOPED CONDITIONS The conditions that exist following the completion of the land disturbing activity in terms of topography, vegetation, land use and rate, volume or direction of storm water runoff. POLLUTION GENERATING IMPERVIOUS SURFACE Impervious surfaces that generate pollution, including but not limited to: impervious surfaces subject to regular vehicular use, including:such as roads, un-vegetated road shoulders, driveways, parking lots, diesel equipment storage yards, and airport runways; storage areas of erodable or leachable materials, wastes, or chemicals; and metal roofs that are not treated to prevent leaching. POLLUTION GENERATING PERVIOUS SURFACE Any non-impervious surface with vegetative ground cover subject to the use of pesticides and fertilizers, including: lawns and landscaping of commercial sites, golf courses, parks and sports fields. PRE-DEVELOPED CONDITIONS The conditions of the land prior to the initiation of the land disturbing activity in terms of topography, vegetation, land use and rate, volume or direction of storm water runoff. PRELIMINARY DEVELOPMENT PLAN The minimum submittal requirement for all projects except those specifically exempt from the submittal process or subject to the modified requirements. The plan helps to identity the major impact of the proposed development on the quality and quantity of storm water and the proposed activities to limit negative impacts. PUBLIC STORM WATER FACILITY Drainage and storm water management facilities located within the public right-of-way or easements dedicated to the City and that are owned and maintained by the City. RETENTION FACILITY Similar to a detention facility, except the retention facility is designed with a permanent pool of water that may have a detention storage volume above the permanent pool. Many of these facilities use infiltration and evaporation to discharge the retained volume of water. SENSITIVE AREAS Natural streams (perennial or intermittent), rivers, lakes, or wetlands hydraulically connected by surface water to streams, rivers, or lakes and areas defined by the City of Florence’s Local Wetlands and Riparian Inventory. Also, includes all areas that are protected for species as per areas designated by Oregon Department of Fish and Wildlife, Oregon Division of State Lands, National Marine Fisheries Service, United States Fish and Wildlife Service and Oregon Department of Transportation. SITE STORM WATER MANAGEMENT PLAN OR DRAINAGE PLAN A plan submitted to the City for review and approval prior to the major development of land. The Storm Water Management Plan or Drainage Plan is more detailed than the Preliminary Development Plan and is intended to help prevent negative impacts to storm water quality and quantity associated with major land disturbing activities. STORMWATER DESIGN MANUAL (CITY OF FLORENCE STORMWATER DESIGN MANUAL) The City-recognized guide to designing and installing Best Management Practices (BMPs) in order to meet the requirements for stormwater facilities in this Title. The Stormwater Design Manual supersedes the 2008 Portland Stormwater Management Manual. STORMWATER MANAGEMENT The planning, design, construction, regulation, improvement, repair, maintenance, and operation of facilities and programs relating to flood control, erosion prevention, conservation, and water quality water, flood plains, flood control, grading erosion, tree conservation, and sediment control.utilizing the construction of facilities or structures to control the quantity and quality of stormwater. STORM WATER MANAGEMENT FACILITIES Facilities or structures that control the quantity or quality of storm water, including: detention ponds, water quality ponds, vegetated swales, water quality manholes, treatment wetlands, infiltration systems, etc. STORMWATER MANAGEMENT FUND OR FUND The Fund created by this Chapter to operate, maintain, and improve the City’s stormwater system. STORM WATER MANAGEMENT PLAN OR SWMP The City- recognized plan that was prepared with the input of a Stakeholder Advisory Committee that makes recommendations for addressing flooding problems, improving water quality, and protecting the quantity and quality of the aquifer and valuable natural resources (e.g. wildlife habitat). It is intended to guide upgrades and expansion of the public storm water conveyance system and related public facilities to meet the area’s needs over a 20 year period. STORMWATER MANUAL The term “Stormwater Manual” means the 2008 City of Portland Stormwater Management Manual, as superseded by the City of Florence Stormwater Design Manual, December 2010, and the 2008 City of Portland Erosion and Sediment Control Manual. The 2008 City of Portland Stormwater Management Manual is the technical document that outlines the City of Florence’s stormwater management requirements. The requirements defined in the manual apply to all development and redevelopment projects within the City of Florence on both private and public property, except as superseded by the Florence Stormwater Design Manual, as amended by the City of Florence. STORM WATER SYSTEM All of the structures and facilities that are designed for the collection, conveyance, storage, treatment, and disposal of storm water runoff and surface water, including both man made and natural drainage systems. SWMM This is a hydrologic and hydraulic storm water management model and it is an official EPA model. It was originally developed and maintained by Wayne Huber of Oregon State University. It is available at: http://www.ccee.orst.edu/swmm. ZONE OF CONTRIBUTION The up-gradient boundary of a wellhead protection area as defined by the 10-year time of travel. 3. Amend the following specific sections of Florence City Code (FCC) Title 9 Chapter 5 to be consistent with the “Stormwater Manual.” 9-5-1-6: PUBLIC STORM WATER SYSTEM A. Storm drainage and management facilities may or may not be publicly owned and maintained. B. The City Manager or his/her designee may require that a storm water facility that serves more than one property be a public facility provided the easement and maintenance requirements of this Code are satisfied. C. Storm drainage and management facilities within a Planned Unit Developments (PUD) may or may not have a publicly owned and maintained system. Generally, if the City owns and maintains the roads and there is free ingress and egress from the community (not gated), then the City may own and maintain the storm water system provided the easement and maintenance requirements of this Code are satisfied. Ownership of the PUD storm water system shall be established prior to the issuance of construction permits. D. Natural streams and drainage ways are not owned and maintained by the City may or may not be publicly owned and maintained. E. The storm water management facilities identified in the City of Florence Storm Water Management Plan shall be publicly owned. F. The City may accept ownership of the major components of the existing storm water drainage and management system located outside of the current City boundary after the area is annexed into the City. In general, the storm water drainage system owned and maintained by Lane County (prior to annexation) will be accepted by the City. The City Manager or his/her designee shall consider the following factors prior to acceptance of any facilities into the public drainage system: 1. standards used in the design, 2. the location of the system relative to the public right-of-way, 3. functionality of the system, 4. associated flooding problems, 5. maintenance requirements, 6. ability to access facilities, and 7. any other factors pertinent to the decision. 9-5-1-7: EXTENSION OF PUBLIC STORM WATER SYSTEM A. If necessary or required, tThe public storm water system shall be extended up to and through to the most distant up gradient and down gradient parcel boundary(ies) to accommodate current and future flows entering or exiting the property., unless otherwise approved by the City. Consideration and accommodation shall be made for all existing drainage routes. Except as otherwise provided, the extension of the public storm water drainage system to serve any parcel or tract of land shall be done by and at the expense of the property owner(s) or applicant. The City may require that a storm water system that serves more than one property be a public system. 4. Amend Florence City Code (FCC) Title 9 Chapter 5 to add a new section 9-5-1-8 to adopt the 2008 Portland Stormwater Management Manual, 2008 Portland Erosion and Sediment Control Manual, and the Florence Stormwater Design Manual by reference. 9-5-1-8: Stormwater Manual, Adoption by Reference. Except as noted below in Sections 9-5-1-8 A and B, the standards and requirements contained in the 2008 City of Portland Stormwater Management Manual, the 2008 City of Portland Erosion and Sediment Control Manual, and the City of Florence Stormwater Design Manual, December 2010, are adopted by reference into this Code. A. The following Sections of the 2008 City of Portland Stormwater Management Manual are not adopted by the City of Florence: Appendix A: (City of Portland Code and Policy) Appendix B: (Vendor Submission) Appendix D: (Submittal Guides) Appendix E: (Storm Development Methodology) Other Sections that the Florence Public Works Director finds are not directly applicable to Florence or are partially applicable because they have been modified by the Florence Stormwater Design Manual, December 2010. B. The City of Florence Stormwater Design Manual, December 2010, shall supersede the 2008 City of Portland Stormwater Management Manual. 5. Amend the following sections of Florence City Code (FCC) Title 9 Chapter 5 to make the submittal requirements and criteria consistent with the Stormwater Manual. These amendments will replace confusing and conflicting provisions in the Code for different types of plans with a requirement to submit a drainage plan that is consistent with the Stormwater Manual, except as specifically exempted or modified by this Code. 9-5-2: DRAINAGE PLAN SUBMITTAL REQUIREMENTS 9-5-2-1: GENERAL A. The Preliminary Development Plan and the Storm Water Management Plan are required to prevent or mitigate the potentially negative impacts associated with larger site disturbance and development activities. A Drainage Plan is required for all development, except as provided in FCC 9-5-2-4. Submittal requirements are tailored to the size and impacts of the development. The submittal requirements are specified in the Stormwater Manual. 9-5-2-2: PRELIMINARY DEVELOPMENT PLAN A. A Preliminary Development Plan is required for all projects not specifically identified as being exempt or subject to the modified requirements. The plan shall include as a minimum the following: 1. A general description of the proposed improvements. . 2. A general description of the topography, soil, storm water drainage and management system (include how surface runoff or flow enters and leaves the project site), and natural resource conditions of the site. If the area is subject to flooding from a high groundwater table, show how this water is managed to prevent flooding of existing or proposed structures. 3. A general description of the proposed project property and a description of existing structures, buildings, and other fixed improvements located on the property and surrounding properties. 4. A Site Plan that identifies the following features: a. The site location of the proposed project, indicating the location of the proposed project in relation to roadways, jurisdictional boundaries, streams, wetlands, and rivers. b. The boundary lines of the project site. c. All areas of the site that will be disturbed by construction activities and the total disturbed area calculated. d. The total quantity of impervious surface added by the project. e. The existing and proposed topography of the project site. f. The general location and identification of natural vegetation. g. The location and identification of the existing and proposed storm water drainage system, including natural and man-made features. h. The location of buffers and regulatory setbacks from streams and wetlands. i. The required easements for all public facilities. j. A description and plan of erosion prevention and sediment control practices to be implemented during construction and prior to landscaping becoming established. 6. Amend the following sections of FCC 5-2-2 and move these sections to FCC 5-2-1. B. A registered Professional Engineer licensed by the State of Oregon shall prepare, certify, and seal the Drainage Preliminary Development Plan whenever a Professional Engineer is required in the Stormwater Manual or by City and state law. Furthermore, prior to land disturbing activity, the developer for the land disturbing activity shall certify that the proposed activities will be accomplished pursuant to the approved plan. C. If a land use approval is required, tThe Drainage Preliminary Development Plan shall be submitted and approved as part of the land use approval process. If no land use approval is required, the Drainage Plan shall be submitted as part of the application for a construction or facility permit The Storm Water Management Plan, where required, shall be submitted along with the construction drawings. D. If the City approves the Preliminary Development Plan, no further submittal, review and approval of the storm water system shall be required unless changes are made to the design, a Storm Water Management Plan as described in 9-5-2-3-A is required, or the project presents a unique threat to the public health, safety, and general welfare as determined by the City. 9-5-2-3: STORM WATER MANAGEMENT PLANS A. Storm Water Management Plans are required for larger development projects: major partitions, subdivisions, land disturbing activities affecting over one (1) acre, projects involving the construction or extension of the public storm water system, or where the project is deemed by the City to present a special risk to the public health, safety, and general welfare. B. The plan shall include as a minimum the following: 1. A vicinity map indicating a north arrow, scale, boundary lines of the site, and other information necessary to locate the project site. 2. The existing and proposed topography of the development site except for individual lot grading associated with the construction of each single family residence, unless the single family residence construction is a part of the overall development of the subdivision. 3. Physical improvements on the site, including existing and proposed development. 4. Location, dimensions, elevations, and characteristics of existing and proposed storm water drainage and management facilities. 5. All areas within the site that will be included in the land disturbing activities shall be identified and the total disturbed area calculated. 6. The total quantity of impervious surface added by the project. 7. The location and dimensions of stream and wetlands buffers and regulatory setbacks shall be shown. 8. A determination that no occupied first floor elevation of any structure is below the 100-year plus one foot flood elevation. The 100-year flood elevation to be used in this determination is as established by the Federal Emergency Management Agency (FEMA). 9. The required easements shall be shown for all public facilities along with all dedicated tracts of land for storm water management facilities. 10. A landscaping plan shall be provided in accordance with Title 10 Chapter 34, Landscaping. 11. The Storm Water Management Plan shall include all engineering calculations needed to design the drainage system and associated structures including the pre-and post-development flow rates and velocities, peak rates of discharge at all existing and proposed points of discharge from the site, and the up gradient and down gradient analysis as required by Section 9-5-3-2-H Storage volumes and infiltration rates shall be shown for the applicable facilities. 12. Description or site conditions at the existing and proposed discharge points from the development site. 13. Construction and design details for all storm water drainage and management facilities. 14. A description and plan of erosion prevention and sediment control practices to be implemented during construction and prior to landscaping becoming established. 15. A schedule showing the construction timing of the major components of the storm water system. 16. The site Storm Water Management Plan or Drainage Plan shall contain certification by the persons responsible for the land disturbing activity that the proposed activities will be accomplished pursuant to the plan. The certification shall include an assurance that impacts to wetlands, streams, or their buffers will be mitigated in accordance with the requirements of all the applicable regulatory agencies. 17. An Operations and Maintenance Plan shall be submitted for all storm water quantity control and treatment facilities. C. Storm Water Management Plans shall be prepared, certified, and stamped/sealed by a qualified registered Professional Engineer licensed by the State of Oregon. The engineer must follow the standards of practice for the engineering community and verify that the plans have been designed in accordance with this Code, along with all standards and criteria stated or referred to in this Code. 9-5-2-4: EXEMPTION AND MODIFIED REQUIREMENTS A. Exemptions: Certain categories of projects are either exempt from this Code or are required to follow a modified version of the Code requirements. Projects exempt from the requirements of this Code include: Projects with site development applications submitted for City review and approval prior to the effective date of this Code. Emergency projects which if not performed immediately would substantially endanger life or property. Public works and private utility projects completely within easements adjacent to the public right-of-way which do not add impervious surface (not to include trenching activities) or impact water quality, wetlands, streams, open space buffers, park and recreation lands, or natural resource lands. Grading and working of land for agricultural purposes, provided the activity does not affect water quality, wetlands, streams, open space buffers, park and recreation lands, or natural resource lands. Maintenance of public roads or utilities when performed by a public agency and the project has been reviewed and approved for compliance with applicable State, Federal and City regulations, and the work is in an existing right-of-way or easement dedicated to or on property owned by the City. Public Works maintenance activities for routine repetitive activities, provided that erosion and sediment control measures are implemented as required. All utility trenching and installation where said utility has filed a plan with the City that addresses sediment and erosion control methods to be implemented as part of the work. B. Modified Requirements: For the types of projects described below, the requirements identified in the "Erosion Prevention and Sediment Control Practices for Single Family Residences and Small Projects" brochure available from the City shall be followed.Projects described below shall follow the requirements contained in the “Erosion Prevention and Sediment Control Practices for Single Family Residences and Small Projects” brochure available from the City: Single family residential construction projects that are separate from the development (partitioning or subdividing) of the land. Non-residential construction projects adding less than 500 square feet of impervious surface to the area. Land clearing and grading activities disturbing less than 10,000 square feet of land and involving less than 50 cubic yards of excavated or fill material. In accordance with Section 9-5-2-1 the City Manager or his/her designee will determine if a proposed project meets the criteria defined by Section 9-5-2-4 The City reserves the right to require additional protection measures if a project is deemed to present a risk to the community. 9-5-3: STORM WATER DESIGN CRITERIA 9-5-3-1: GENERAL A. The criteria within this section in Section 9-5-3 shall be used in the design of public and private stormwater drainage and management systems. Stormwater management facilities shall be constructed in accordance with the Stormwater Manual: the 2008 Portland Stormwater Management Manual, as superseded by the December 2010 City of Florence Stormwater Design Manual; and the 2008 City of Portland Erosion and Sediment Control Manual. 9-5-3-2: STORM WATER QUANTITY (FLOW CONTROL) A 25-year, return period storm shall be used for the design of all private and public storm water drainage systems. Acceptable hydrologic methods include the Rational Method, Soil Conservation Service (SCS) unit hydrograph methods and the Santa Barbara Urban Hydrograph Method. Use of HEC-1, HECRAS, HSPF, HYDRA, SWMM and other hydro-logic/hydraulic models may be used if prior approval is provided by the City. Structures for proposed pipe systems must be demonstrated to provide a minimum of 12-inches of freeboard between the hydraulic grade line and the top of the structure or finished grade above the pipe for the 25-year post-developed conditions. Surcharging of the piped system shall not be allowed if it will cause flooding in buildings including crawl spaces. Open channel systems shall be designed with a minimum 6-inch freeboard for systems conveying up to 10 cubic feet per second and a minimum 12-inch freeboard for flows over 10 cubic feet per second. Under no conditions shall public or private buildings or structures be impacted by the design water elevation. A secondary outlet or emergency spillway is required for all storm water storage facilities. The secondary outlet or emergency spillway shall be designed to safely pass without danger to the public, property, or the facility the 100-year, storm while assuming that the normal outlet structure is plugged. Onsite storm water management facilities shall be required to prevent the post-development runoff rates from a project site from exceeding the pre-development runoff rates from the site, based on a 2 through 25-year storm. Exemptions to this requirement may be approved by the City Manager or his/her designee if it is determined that a more effective solution is available and that downstream capacity will accommodate the increase in flow. Each new development project is responsible for mitigating its impacts on the storm water system. This mitigation requirement can be satisfied through the use of any of the following techniques, subject to the other limitations identified by this Code: Construction of onsite facilities to limit the flow rate of storm water runoff leaving the development site, in accordance with the Stormwater Manual. Enlargement or improvement of the down gradient conveyance system in accordance with the requirements of this Code and the City of Florence Storm Water Management Plan. or as approved by the City. HD. The development of any land requiring a Drainage Storm Water Management Plan shall address onsite and off-site drainage concerns, both up gradient and down gradient (a minimum of 1/4-mile) of the project, including: Modifications to the existing onsite storm water drainage and management facilities and drainage patterns shall not restrict or redirect flows creating backwater or direct discharge onto off-site property to levels greater than the existing condition unless approved by the affected off-site property owners and the City. Proof of off-site property owners approval shall be provided by having the affected property owner(s) sign an easement identifying the location of the backwater storage or impoundment area. This area shall be clearly shown on the submitted Storm Water Management Drainage Plan site sheet(s). The easement shall be in a form approved by the City and recorded with the Lane County Deeds and Records Office. Storm water facilities shall be designed and constructed to accommodate all flows generated from the project property in accordance with the land use zoning as shown in the most recent approved City Code. Capacity of the downstream drainage system to determine if increases in peak flow rates resulting from the proposed development can be accommodated. IE. The types of storm water management controls presented in the appendix of the City of Florence Storm Water Management Plan Stormwater Manual are available for owners and developers to use in satisfying the pre-developed and post-development runoff requirement. More than one of these types of controls may be needed to satisfy the runoff requirement. In areas where the runoff requirement in Section 9-5-3-2-F are exempt or partially exempt, the City may require improvements to the down gradient conveyance system. 9-5-3-3: STORM WATER QUALITY A. Stormwater management facilities to treat stormwater are required for certain types of projects. These water quality facilities shall be designed and constructed for all projects requiring a Drainage Stormwater Management Plan and for other projects as required by this section. Acceptable stormwater management facilities, or combination of facilities must be in accordance with a DEQ approved manual as identified in Oregon Department of Environmental Quality Stormwater Management Plan Guidelines.Stormwater management facilities required for development shall be designed, installed and maintained in accordance with the Stormwater Manual, which is based on achieving at least 70% removal of the Total Suspended Solids (TSS) from the flow entering the facility for the design storm specified in the Stormwater Manual. B. Water quality facilities shall be designed and constructed for all projects requiring a DrainageStorm Water Management Plan. or meeting the following requirements; Greater than 5,000 square feet of new impervious surfaces, Greater than 5,000 square feet of any combination of new and/or replaced impervious surfaces as part of a redevelopment project, Greater than 43,560 square feet (1 acre) of contiguous pollution generating pervious surface that will be added and/or modified unless a landscape management plan to minimize the use of pesticides and fertilizers has been approved by the City Manager or his/her designee. C. Projects located within the aquifer's Zone of Contribution shall meet, at a minimum, the above requirements (Sections 9-5-3-3-A through 9-5-3-3-C), as applicable, and any additional requirements as identified in the City of Florence Storm Water Management Plan. Projects located in the Zones of Contribution must have pre-treatment facilities prior to infiltration facilities as prescribed in the Stormwater Manual. shall not use infiltration facilities to meet the water quality requirement. When a wellhead protection plan is developed and adopted by the City, this specific requirement may be rescinded or modified by the City. D. The water quality design storm shall be based on an intensity of 0.25 inches per hour, or 0.83 inches for a 24-hour SCS Type 1A rainfall return event. E. Water quality facilities must be designed to prevent damage to the facility for flows exceeding the water quality design storm and to ensure no re-suspension of pollutants, consistent with the Stormwater Manual. The applicant is strongly advised to consider bypass facilities for any flows above the water quality design storm. F. Sensitive areas shall be protected by a buffer zone of native, undisturbed vegetation. The outer boundary of the buffer shall be determined by a minimum 50-feet setback from the edge of the sensitive area, or wider if required by other City requirements (See Florence City Code Title 10, Chapter 7.) The width and nature of protection required within the buffer may change as the Endangered Species Act and other state and federal regulations are promulgated. The City requires that the buffer width meet all state and federal requirements. No land disturbing activities, structures, development and construction activities, gardens, lawns, application of chemicals, pet wastes, dumping of any kind of materials shall be permitted within the buffer zone, except as noted below: Roads, pedestrian, or bike paths crossing the buffer from one side to the other in order to provide access to or across the sensitive area. A pedestrian or bike path constructed within a buffer and parallel to a sensitive area shall have the buffer widened by the width of the path if the path is constructed of impervious material. Pedestrian or bike paths shall not exceed 10-feet in width. Utility/service infrastructure construction (i.e., storm, sanitary sewer, water, phone, gas, cable, etc.) If approved by the City Manager or his/her designee. Measures to remove or abate hazards, nuisance, or fire and life safety violations as approved by the City. Enhancement of the riparian corridor for water quality or quantity benefits, fish, or wildlife habitat as approved by the City and other appropriate regulatory authorities. Water quality facilities planted with appropriate native vegetation may encroach into the buffer area as approved by the City and other appropriate authorities. G. The types of storm water management facilities presented in the Stormwater Manualappendix of the City of Florence Storm Water Management Plan are available for owners and developers to use in satisfying the storm water quality requirement. More than one of these types of facilities may be required to satisfy this requirement. 6. Amend FCC Section 9-5-4 to clarify, and make the Code internally consistent regarding, maintenance responsibility; and to make the Code and the Design Manual consistent. See proposed changes to the Design Manual for this purpose. 9-5-4: MAINTENANCE RESPONSIBILITY 9-5-4-1: PUBLIC FACILITIES A. The City will maintain and operate Public Stormwater Facilities as set out in FCC 9-5-1-2 and FCC 9-5-1-6. the public storm water drainage system and storm water management facilities that receive storm water within a public right-of-way, on land owned by the City, or within easements dedicated to the City. 9-5-4-2: PRIVATE FACILITIES Privately owned storm water facilities must be maintained in accordance with the Operations and Maintenance Plan approved as part of the Site Storm Water Management Plan or Drainage Plan. The Operations and Maintenance Agreement will be recorded recorded with the Lane County Deeds and Records Office. The Stormwater Manual contains the Operations and Maintenance Agreement Form to be used. A log of all maintenance activity shall be kept by the owner and made available to the City upon request. The City may, at its option, inspect the facilities for compliance with the requirements. If a property owner fails to maintain their facilities, the City may issue a written notice specifying the required actions. If corrective actions are not completed in a timely manner, the City may pursue legal remedies to enforce the provisions of the Operations and Maintenance Plan. The City will only enter the property to perform the required corrections if the public's health and public property are in imminent danger. In this situation, reasonable attempts will be made to contact the property owner(s), but a written notice may not be required. The property owner(s) will be billed for City incurred expense. A Maintenance Agreement shall be established that defines maintenance responsibilities. Acceptable arrangements for maintenance assignment include the following: 1. Private maintenance by homeowner association, 2. Private maintenance by development owner(s), 3. Homeowner association or owner(s) arrange to pay City for maintenance, or 4. Homeowner association or owner(s) arrange contract with a private maintenance company. CB. The Maintenance Agreement shall provide that upon notification by the City of any violation, deficiency or failure to comply with the agreement or this Code, corrections shall be completed within ten (10) days after notice thereof. Thereafter the City may pursue legal action to enforce the provisions of the agreement. In an emergency situation, the City may provide for all necessary work to place the facility in proper working conditions. The persons specified as responsible for maintenance in the Maintenance Agreementowner of the facility shall be charged the costs of the work performed by the City or its agents. 9-5-4-3: CITY ACCEPTANCE OF NEW STORM WATER FACILITIES The City may accept for maintenance new residential storm water facilities constructed under approved permits when the following conditions are met: 1. Improvements in the residential subdivisions or Planned Unit Developments have been completed to the satisfaction of the city, 2. All drainage and storm water management facilities have been inspected and have been in satisfactory operation for at least one (1) year, and 3. Any storm water system improvements made during the one-year maintenance period have been inspected and approved by the City. 7. Amend Code Section 9-5-5, Easements, to correct section numbers and to improve clarity and consistency with the Design Manual. 9-5-5: EASEMENTS 9-5-5-1: PUBLIC FACILITIES A. Public facilities must have an easement, tract, or right-of-way granted to the City to provide for the inspection and maintenance of the drainage system and storm water management facilities. A minimum of 7-1 /2 feet is required along each side of the centerline of storm water pipes and culverts. A fifteen-(15) foot wide access is required around the perimeter of storm water management facilities (ponds, wetlands, infiltration facilities, etc). A fifteen-(15) foot wide easement with a minimum 10’ wide access road located within the easement shall be provided when the public facility does not front a public road. Increased easements/improvements may be required on a case-by-case basis depending upon the unique drainage situation or facility maintenance requirements. 9-5-5-2: PRIVATE FACILITIES A. Privately owned facilities must be placed in an easement, tract, or right-of-way that allows for the maintenance of these facilities by the owners, homeowner's association, or developer.in accordance with the Operations and Maintenance Agreement. B. The City may determine that certain privately owned facilities are critical components of the overall storm water system. In these situations, the City shall be granted perpetual, non-exclusive access that allows for public inspection. The access shall be defined in accordance with the requirements for a public easement, tract, or right-of-way. 9-5-6: CONSTRUCTION AND INSPECTION 9-5-6-1: CONSTRUCTION A. Prior to the construction of, or modification to any public storm water facility, a letter of commitment along with a performance bond or cash deposit in form and substance satisfactory to the City shall be submitted by the owner or his agent as a performance assurance for such work. The amount of the performance assurance shall be the sum necessary to construct the public storm water facility improvements. The performance assurance shall remain in effect until released by the City. A final inspection shall be conducted by the City upon completion of the work included in the approved Site Storm Water Management Plan or Drainage Plan to determine if the completed work is constructed in accordance with the plan(s). At a minimum, all of the following must be complete prior to release of the performance assurance: 1. Construction is completed on all public improvements required for the storm water drainage and management system to operate. Each component of the storm water system must have been inspected and accepted by the City, including all compaction, pipeline video inspections, and plastic pipe deflection testing. 2. The City has inspected and accepted the public improvements and the owner has submitted a maintenance assurance (letter of commitment, maintenance bond, or cash deposit, as approved by the City Manager or his/her designee). The amount of the maintenance assurance shall be for ten (10) percent of the cost of construction of the public improvements, excluding the cost of landscaping. The assurance shall be for a period of not less than one year from the date of completion of construction. 3. For projects with landscaping, the landscaping has been installed and accepted by the City. A two-year landscaping maintenance assurance has been submitted and accepted by the City. The amount of the assurance shall be fifty (50) percent of the cost of construction of the landscaping features. 4. All onsite and off-site easements as required by the City are granted to the City and recorded with the Lane County Deeds and Records Office. 5. The post construction erosion control is completed. 6. All required record drawings are submitted. 9-5-6-2: INSPECTION A. A City representative shall inspect the storm water project as necessary and shall check materials, equipment, and the construction of the project to determine whether the work is proceeding in accordance with the approved plans and the requirements of this Code. The purpose of these inspections is to monitor compliance with City construction standards and the inspections are for the benefit of the City. The City does not provide the primary inspection for the project, and only provides a level of inspection necessary to monitor the quality of work being performed by others. The City's role in making inspections is not supervisory and the City has no responsibility, by virtue of such inspections, for any construction means or methods or compliance with safety requirements that remain the responsibility of the Contractor. 9-5-7: MISCELLANEOUS PROVISIONS 9-5-7-1: TECHNICAL EQUIVALENCY A. The City may grant a technical deviation from the requirements of this Code if there are exceptional circumstances applicable to the project such that the provisions of the Code will result in unnecessary hardship and not fulfill the intent and objectives of the Code. The costs to comply with the requirements of this Code shall not be considered as justification for a technical equivalency. B. To be approved, the proposed technical equivalency shall meet the following conditions: The technical equivalency complies with the development conditions imposed on the project. The granting of a technical equivalency will produce compensating or comparable results that are in the public interest. The granting of a technical equivalency will meet the objectives of safety, function, appearance, environmental protection, and maintainability based on sound engineering judgment. The City shall make written findings supporting the determination of technical equivalency. C. A written request for a technical equivalency shall be required and shall state the specific equivalency sought and the reasons, with supporting data, for their granting. The request shall include descriptions, drawings, calculations and any other information that is necessary to evaluate the proposed equivalency. A technical equivalency shall only be granted when the applicant can show that an unnecessary hardship exists that is unique to the project or the property. D. The City may have the technical equivalency proposal reviewed by an engineer licensed by the State of Oregon. The City reserves the right to select the engineer to perform the evaluation. The City will take the recommendation of the engineer under consideration as part of the technical equivalency review process. The applicant shall pay for the cost of the engineering review. 9-5-7-2: PENALTIES A. Upon determination that a violation of this Code has occurred the owner shall be given a written notice of the violations and the time in which to correct the deficiencies. B. If construction violations of the approved plan are occurring, an immediate stop work order may be issued by the City. If the City issues a stop work order, the City must show cause within forty-eight (48) hours. C. Any person violating this Code or any part thereof, including failing to stop work upon order, shall upon conviction thereof, be fined not more than one thousand dollars or imprisoned not more than thirty (30) days for each offense. Each separate interval of 24 hours, or every day, such violations shall be continued, committed or existing, shall constitute a new and separate offense and be punished for each separate period of violation. D. The City Attorney shall institute appropriate actions or proceedings at law or equity for the enforcement of this Code or to correct violations of this Code. 9-5-7-3: CONFLICT WITH OTHER LAWS A. Whenever the provisions of this Code potentially conflict with any other Code, the requirements of the more restrictive Code shall prevail. 9-5-7-4: SEVERABILITY A. If any term, requirement or provision of this Code or the application of this Code to any person or circumstance shall, to any extent, be invalid or unenforceable, the reminder of this Code shall be valid and be enforced to the fullest extent permitted by law. 9-5-7-5: LIABILITY A. Neither the approval of a plan under the provisions of this Code nor the compliance with the provisions of this Code shall relieve any person from the responsibility for damage to any person or property otherwise imposed by law nor shall it impose any liability upon the City for damage to any person or property. Florence City Code (FCC) Title 10: Zoning Regulations 1. Amend FCC Title 10, Chapter 3, Off-Street Parking and Loading, to cross-reference Title 9 and to stipulate that Title 9 supersedes and supplements the provisions of Chapter 3, in order to clarify how conflicts between Title 9 and this Chapter will be addressed. FCC Title 10 Chapter 3: Off-Street Parking and Loading 10-3-2: GENERAL PROVISIONS: A. The provisions of this Chapter shall be in addition to the provisions for parking design and construction in FCC Title 9 Chapter 5 and, where there are conflicts, Title 9 Chapter 5 shall prevail. 10-3-9: PARKING STALL DESIGN AND MINIMUM DIMENSIONS: All off-street parking spaces shall be improved to conform to City standards for surfacing, stormwater management, and striping and where provisions conflict, the provisions of FCC Tile 9 Chapter 5 shall prevail. Standard parking spaces shall conform to minimum dimensions specified in the following standards and Figures 10-3(1) and Table 10-3-3: 2. Amend FCC Title 10, Chapter 19, Districts in Sections 6, 7, and 10 to qualify the requirements for stormwater to be directed away from the bank by adding, “or as mitigated through the standards in Title 9 Chapter 5.” 10-19-6: SHORELAND RESIDENTIAL OVERLAY DISTRICT /SR E. Site Development Requirements: The development requirements specified herein shall be in addition to those provided by the base zoning district. See also Chapter 7 for additional requirements that may apply. 1. For existing lots which are too small to accommodate the combined required setback in the base zoning district and the buffer zone, development will be allowed within the setback required in Section F only with approval of a variance issued under Chapter 5 of this code. In addition it must be shown that clearance of vegetation on the remainder of the lot is kept to an absolute minimum, stormwater is directed away from the bank or as mitigated through the standards in Title 9 Chapter 5, engineered plans protect life, property, and the coastal water (that is no erosion hazards, slide potential, or flood damage are likely to occur). 10-19-7: MIXED DEVELOPMENT OVERLAY DISTRICT (/MD): F. Site and Development Requirements for Special and Conditional Uses: The development requirements specified herein shall be in addition to those provided by the base zoning district. See also Chapter 7, Special Development Standards for any applicable requirements. 4. For existing lots which are too small to accommodate the buffer zone, development will be allowed within the buffer zone only with approval of a variance issued under Chapter 5 of this code. In addition it must be shown that clearance of vegetation on the remainder of the lot is kept to an absolute minimum, stormwater is directed away from the bank or as mitigated through the standards in Title 9 Chapter 5, engineered plans protect life, property, and the coastal water (that is no erosion hazards, slide potential, or flood damage are likely to occur). 10-19-10: Natural Resource Conservation Overlay District (/NRC) F. Site and Development Requirements. The following specified development requirements shall be in addition to those provided by the base zoning district. See also Chapter 7 for additional requirements that may apply. 1. For existing lots which are too small to accommodate the combined required setback in the base zoning district and the buffer zone, development will be allowed within the setback required in Section G only with approval of a variance issued under Chapter 5 of this code. In addition it must be shown that clearance of vegetation on the remainder of the lot is kept to an absolute minimum, stormwater is directed away from the bank or as mitigated through the standards in Title 9 Chapter 5, engineered plans protect life, property, and the coastal water (that is no erosion hazards, slide potential, or flood damage are likely to occur). 3. Amend FCC Title 10, Chapter 34, Landscaping, to cross-reference Title 9 Chapter 5 and to stipulate that Title 9 Chapter 5 supersedes and supplements the provisions of Chapter 34, in order to clarify how conflicts between Title 9 and this Chapter will be addressed. FCC TITLE 10 CHAPTER 34 LANDSCAPING FCC 10-34-3: LANDSCAPING 10-34-3-1: Applicability. Except for single-family and duplex dwelling uses, this Section shall apply to all new development as well as changes of use and expansions as described below, and shall apply in all districts except where superseded by specific zoning district requirements. These provisions shall be in addition to the provisions of FCC Title 9 Chapter 5 and where there are conflicts, the provisions of Title 9 Chapter 5 shall prevail. 4. Amend FCC Title 10, Chapter 36, Public Facilities, to stipulate that Title 9 supersedes and supplements the provisions of Chapter 36, in order to clarify how conflicts between Title 9 and this Chapter will be addressed; and to modify the provisions related to easements and underground utilities to ensure consistency with the Stormwater Manual. FCC Title 10 Chapter 36: Public Facilities 10-36-1: PURPOSE AND APPLICABILITY C. Engineering Design Criteria, Standard Specifications and Details. The Standard Specifications for Public Works Construction, Oregon Chapter of the American Public Works Association (APWA), as may be amended by the City of Florence, are incorporated by reference. The design criteria, standard construction specifications and details specified in Title 9 of this Code and those maintained by the Public Works Director, or any other road authority with jurisdiction, shall supersede and supplement the general design standards of this Development Code. The City’s specifications, standards, and details are hereby incorporated into this Code by reference. FCC 10-36-3: SANITARY SEWERS, WATER, STORMWATER, AND FIRE PROTECTION C. Existing Watercourse. Where a proposed development is traversed by a watercourse, drainage way, channel, or stream, there shall be provided a storm water easement or drainage right-of-way conforming substantially to the lines of such watercourse and such further width as will be adequate for conveyance and maintenance to protect the public health and safety and consistency with the Stormwater Manual. Florence City Code Title 11: Subdivision Regulations 1. Amend FCC Title 11 all chapters to change the term “Drainage Land” to “Drainage Facility” and replace this definition with the definition of Drainage Facility in Title 9. FCC 11-1-3: DEFINITIONS: For the purpose of this Title, certain words, terms and phrases are defined as follows: DRAINAGE LAND Land required for drainage ditches or required along a natural stream or watercourse for preserving the channel and providing for the flow of water therein to safeguard the public against floor damage or the accumulation of surface water DRAINAGE FACILITY Any of a number of types of stormwater conveyance detention, retention or other related facilities, including: pipes, culverts, ditches, natural drainageways, streams, catch basins, inlets, trash racks, and other types of open-channel systems.. 2. Modify the requirements for public improvements in all Chapters of Title 11 to be consistent with Title 9 and to change the reference to “Title 11 Public Improvements” in Title 11 Chapter 4 to Title 9 and Titles 9 and 10, as follows. FCC Title 11 (All Chapters) Information Required: The application or the tentative plan must contain the following information with respect to the subject area: The width and location of all easements for drainage and public utilities. The approximate width and location of all proposed public utility easements. The approximate location of areas subject to inundation or storm water overflow, all areas covered by water, and the location, width and direction of flow of all watercourses. All proposals for sewage disposal, flood control and easements or deeds for drainage landfacilities, including profiles of proposed drainage ways. All public areas proposed to be dedicated by the partitioner and the proposed uses thereof. In this connection, the application is subject to the requirements pertaining to reserve strips as stipulated in Chapter 5 of this Title. Said reserve strips shall be clearly indicated on the proposed partition. All public improvements proposed to be made or installed, and the time within which such improvements are envisioned to be completed. TITLE 11 CHAPTER 4 MAJOR PARTITION MAP, PLAT PROCEDURE FCC 11-4-4: APPROVAL OF MAP, PLAT:… Approval shall be granted provided affirmative findings can be made that: (Amd. Ord 30, Series 1990)…. C. The proposal conforms to the requirements of this Title, Title 9, all applicable provisions of the Oregon Revised Statutes, the Florence Zoning Ordinance, Comprehensive Plan, and all other applicable laws and regulations as well as Section 11-1-1, Purpose, of this Title. H. Either: 1. Improvements as required by this Titles 9 and 10, or as a condition of tentative plan approval have been completed and filed with the City; or 2. A performance agreement (bond) or suitable substitute as agreed upon by the City and applicant has been filed with the Finance Officer in a sufficient amount of time to insure the completion of all required improvements; or 3. A petition for improvements has been properly executed by the applicant who is eaffecting the partition or subdivision and will be assessed for said improvements.     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„Š„0ż^„Š`„0żgdmF“¼Ž¾ŽæŽŪŽŻŽ,ß-ß?ß@ßFßGßbßcߓߔßóßōßOąPąœąą«ąįįį=į…į†įį‘įŃįŅįēįčįėįłį@āAāgāhā»ā¼āĶāĪāóāõāćņģāģŁĪŁģŁĪŁģŁĪŁĪŁģŁģŁÅ­žÅŁĪŁģŁĪŁģŁ•ŁģŁĪŁģŁĪŁ‹h–?h–?5^JhC1žCJ^JaJhŅk†hC1ž^JHhŽÓõ†hü(‚hC1ž^J/hü(‚hC1žh 3Q^JcHdhdhdhŽÓõ†hü(‚hC1ž^Jhæ$hC1žNH^Jhæ$hC1ž^JhC1žhC1ž5^J hC1ž^JhC1ž5B*\^Jph.®ßūß«ą„KY & F Ę8„ „0ż7$8$EʀÜ<öFnšH$^„ `„0żgd;×Y & F Ę8„ „0ż7$8$EʀÜ<öFnšH$^„ `„0żgd;׫ą>įnā„KY & F Ę8„ „0ż7$8$EʀÜ<öFnšH$^„ `„0żgd;×Y & F Ę8„ „0ż7$8$EʀÜ<öFnšH$^„ `„0żgd;×nāōāõāžāć,ć-ć¹ćŗćĪäĻäŚäŪä„œ~~„ „0ż7$8$H$^„ `„0żgdmF“ „Š7$8$H$^„ŠgdmF“ 7$8$H$gdmF“Y & F Ę8„ „0ż7$8$EʀÜ<öFnšH$^„ `„0żgd;× ć+ć,ć:ćQćnćoć½ć¾ćõć÷ć’ćää äOäPä”ä•äØä©äūäååōčßčÖĖÖÅÖ¼ž¼„¼„¼„¼„¼lU-hü(‚hC1žCJ^JaJ‰ŹĢÓõ†ƒ*CJaJ/hü(‚hC1žhhų^JcHdhdhdhĢÓõ†hü(‚hC1žNH^JHhĻÓõ†hü(‚hC1ž^J:HhĻÓõ†hü(‚hC1žCJ^JaJ‰ŹĻÓõ†ƒ*CJaJhü(‚hC1ž^J hC1ž^Jhæ$hC1žNH^Jhæ$hC1ž^Jh–?5\^Jhæ$hC1ž5\^Jh–?h–?5\^JååååBåCånåoåqåråĘåĒåōåõå%ę&ę9ę:ęGęHęQęRęVęWę–ę—ę¦ę§ęØę°ę±ęŪęÜęņęóęłęśęūęāĖĀ¹³¹³¹³¹³¹Ø¹³¹Ø¹Ø¹³¹³¹Ø¹„¹³¹Ø¹Ø¹tjhü(‚CJ^JaJhæ$hC1ž5B*\^Jph’HhĘö†hü(‚^J/hæ$hC1žhü(‚^JcHdhdhdhĘö†hæ$hC1žNH^J hC1ž^Jhæ$hC1ž^Jhü(‚hC1ž^J-hü(‚hC1žCJ^JaJ‰ŹĢÓõ†ƒ*CJaJ:HhĢÓõ†hü(‚hC1žCJ^JaJ‰ŹĢÓõ†ƒ*CJaJ%ŪänåoåRęSęśęūęüęžę’ęēēēēēē ēYē•ē–ē—ē˜ēīįīįīŌŌŅŅŅŅŅŅŅŅČČĘŅŅŌ  ĘĄ!$gdü(‚ „Š„0ż^„Š`„0żgdmF“ „ 7$8$H$^„ gdmF“„p„0ż7$8$H$^„p`„0żgdmF“ūęüężę’ęēēēēēē ē4ē5ē;ē<ēBēCēDēEēIēJēTēUēWēXēē“ē–ē—ē˜ēščäčäčäčäÜŃÉŃø«øœø«ø«øœøŃÉ䘚hśMhRm0JCJaJmHnHuhGU’hÖ L0JCJaJ!jhGU’hÖ L0JCJUaJhÖ LCJaJhGU’hÖ LCJaJhÖ LCJaJhÖ LjhÖ LUhf=śhü(‚56CJ^JaJ6&P1h:pFi>°Š/ °ą=!° "° # $ %°°Š°Š Š†7œH@ń’H Normal CJOJQJ_HaJmH sH tH \@\ {V Heading 1$$¤ą¤ą1$@&a$5;OJQJaJhN@N Ā“ Heading 2$¤ą1$@&5OJQJaJhDA@ņ’”D Default Paragraph FontRió’³R  Table Normalö4Ö l4Öaö (k@ō’Į(No ListRžOņ’ńR ė8ę Char Char%5;CJOJQJ_HhmH sH tH jš³j OAE Table Grid7:VÖ0’’’’’’4@4 +]‘Header  ĘąĄ!4 @"4 +]‘Footer  ĘąĄ!.)@¢1. +]‘ Page NumberH™BH œY Balloon TextCJOJQJ^JaJ*W@¢Q* !{Strong5\.(@¢a. MT& Line Number˜žOń’r˜ HD‡_level1S$ Ę,Š p@ ą°€P šĄ!$„h„˜ž1$7$8$H$^„h`„˜ža$OJQJ_HaJmH sH tH ˜žOń’‚˜ HD‡_level2S$ Ę,Š p@ ą°€P šĄ!$„Š„˜ž1$7$8$H$^„Š`„˜ža$OJQJ_HaJmH sH tH ˜žOń’’˜ HD‡_level3S$ Ę,Š p@ ą°€P šĄ!$„8„˜ž1$7$8$H$^„8`„˜ža$OJQJ_HaJmH sH tH ˜žOń’¢˜ HD‡_level4S$ Ę,Š p@ ą°€P šĄ!$„ „˜ž1$7$8$H$^„ `„˜ža$OJQJ_HaJmH sH tH ˜žOń’²˜ HD‡_level5S$ Ę,Š p@ ą°€P šĄ!$„„˜ž1$7$8$H$^„`„˜ža$OJQJ_HaJmH sH tH ˜žOń’Ā˜ HD‡_level6S$ Ę,Š p@ ą°€P šĄ!$„p„˜ž1$7$8$H$^„p`„˜ža$OJQJ_HaJmH sH tH ˜žOń’Ņ˜ HD‡_level7S$ Ę,Š p@ ą°€P šĄ!$„Ų „˜ž1$7$8$H$^„Ų `„˜ža$OJQJ_HaJmH sH tH ˜žOń’ā˜ HD‡_level8S$ Ę,Š p@ ą°€P šĄ!$„@ „˜ž1$7$8$H$^„@ `„˜ža$OJQJ_HaJmH sH tH ˜žOń’ņ˜ HD‡_level9S$ Ę,Š p@ ą°€P šĄ!$„Ø „˜ž1$7$8$H$^„Ø `„˜ža$OJQJ_HaJmH sH tH ˜žOń’˜ HD‡_levsl1S $ Ę,Š p@ ą°€P šĄ!$„h„˜ž1$7$8$H$^„h`„˜ža$OJQJ_HaJmH sH tH ˜žOń’˜ HD‡_levsl2S!$ Ę,Š p@ ą°€P šĄ!$„Š„˜ž1$7$8$H$^„Š`„˜ža$OJQJ_HaJmH sH tH ˜žOń’"˜ HD‡_levsl3S"$ Ę,Š p@ ą°€P šĄ!$„8„˜ž1$7$8$H$^„8`„˜ža$OJQJ_HaJmH sH tH ˜žOń’2˜ HD‡_levsl4S#$ Ę,Š p@ ą°€P 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„ą„˜žĘą^„ą`„˜ž‡hˆH.’h „°„L’Ę°^„°`„L’‡hˆH.h „€„˜žĘ€^„€`„˜ž‡hˆH.h „P„˜žĘP^„P`„˜ž‡hˆH.’h „ „L’Ę ^„ `„L’‡hˆH."„h„˜žĘh^„h`„˜žB*CJOJQJo(phĢĢ‡hˆHnš„ „˜žĘ ^„ `„˜žOJQJ^Jo(‡hˆHo„p„˜žĘp^„p`„˜žOJQJo(‡hˆH§š„@ „˜žĘ@ ^„@ `„˜žOJQJo(‡hˆH·š„„˜žĘ^„`„˜žOJQJ^Jo(‡hˆHo„ą„˜žĘą^„ą`„˜žOJQJo(‡hˆH§š„°„˜žĘ°^„°`„˜žOJQJo(‡hˆH·š„€„˜žĘ€^„€`„˜žOJQJ^Jo(‡hˆHo„P„˜žĘP^„P`„˜žOJQJo(‡hˆH§š8„ „˜žĘ ^„ `„˜žB*OJQJo(phĢĢ‡hˆHnš8„ „˜žĘ ^„ `„˜žOJQJ^Jo(‡hˆHo8„p„˜žĘp^„p`„˜žOJQJo(‡hˆH§š8„@ „˜žĘ@ ^„@ `„˜žOJQJo(‡hˆH·š8„„˜žĘ^„`„˜žOJQJ^Jo(‡hˆHo8„ą„˜žĘą^„ą`„˜žOJQJo(‡hˆH§š8„°„˜žĘ°^„°`„˜žOJQJo(‡hˆH·š8„€„˜žĘ€^„€`„˜žOJQJ^Jo(‡hˆHo8„P„˜žĘP^„P`„˜žOJQJo(‡hˆH§š „„˜žĘ^„`„˜žo(.€ „Ų „˜žĘŲ ^„Ų `„˜ž‡hˆH.‚ „Ø „L’ĘØ ^„Ø `„L’‡hˆH.€ „x„˜žĘx^„x`„˜ž‡hˆH.€ „H„˜žĘH^„H`„˜ž‡hˆH.‚ „„L’Ę^„`„L’‡hˆH.€ „č„˜žĘč^„č`„˜ž‡hˆH.€ „ø„˜žĘø^„ø`„˜ž‡hˆH.‚ „ˆ„L’Ęˆ^„ˆ`„L’‡hˆH."„h„˜žĘh^„h`„˜žB*CJOJQJo(phĢĢ‡hˆHnš„ „˜žĘ ^„ `„˜žOJQJ^Jo(‡hˆHo„p„˜žĘp^„p`„˜žOJQJo(‡hˆH§š„@ „˜žĘ@ ^„@ `„˜žOJQJo(‡hˆH·š„„˜žĘ^„`„˜žOJQJ^Jo(‡hˆHo„ą„˜žĘą^„ą`„˜žOJQJo(‡hˆH§š„°„˜žĘ°^„°`„˜žOJQJo(‡hˆH·š„€„˜žĘ€^„€`„˜žOJQJ^Jo(‡hˆHo„P„˜žĘP^„P`„˜žOJQJo(‡hˆH§š"„8„˜žĘ8^„8`„˜žB*CJOJQJo(phĢĢ‡hˆHnš„p„˜žĘp^„p`„˜žOJQJ^Jo(‡hˆHo„@ „˜žĘ@ ^„@ `„˜žOJQJo(‡hˆH§š„„˜žĘ^„`„˜žOJQJo(‡hˆH·š„ą„˜žĘą^„ą`„˜žOJQJ^Jo(‡hˆHo„°„˜žĘ°^„°`„˜žOJQJo(‡hˆH§š„€„˜žĘ€^„€`„˜žOJQJo(‡hˆH·š„P„˜žĘP^„P`„˜žOJQJ^Jo(‡hˆHo„ „˜žĘ ^„ `„˜žOJQJo(‡hˆH§š„„˜žĘ^„`„˜žo(.€ „ „˜žĘ ^„ `„˜ž‡hˆH.‚ „p„L’Ęp^„p`„L’‡hˆH.€ „@ „˜žĘ@ ^„@ `„˜ž‡hˆH.€ „„˜žĘ^„`„˜ž‡hˆH.‚ „ą„L’Ęą^„ą`„L’‡hˆH.€ „°„˜žĘ°^„°`„˜ž‡hˆH.€ „€„˜žĘ€^„€`„˜ž‡hˆH.‚ „P„L’ĘP^„P`„L’‡hˆH.h „0ż„˜žĘ0ż^„0ż`„˜ž‡hˆH.h „„˜žĘ^„`„˜ž‡hˆH.’h „Š„L’ĘŠ^„Š`„L’‡hˆH.h „ „˜žĘ ^„ `„˜ž‡hˆH.h „p„˜žĘp^„p`„˜ž‡hˆH.’h „@ „L’Ę@ ^„@ `„L’‡hˆH.h „„˜žĘ^„`„˜ž‡hˆH.h „ą„˜žĘą^„ą`„˜ž‡hˆH.’h „°„L’Ę°^„°`„L’‡hˆH.Š„8„˜žĘ8^„8`„˜žo(.€ „„˜žĘ^„`„˜ž‡hˆH.‚ „Ų „L’ĘŲ ^„Ų `„L’‡hˆH.€ „Ø „˜žĘØ ^„Ø `„˜ž‡hˆH.€ „x„˜žĘx^„x`„˜ž‡hˆH.‚ „H„L’ĘH^„H`„L’‡hˆH.€ „„˜žĘ^„`„˜ž‡hˆH.€ „č„˜žĘč^„č`„˜ž‡hˆH.‚ „ø„L’Ęø^„ø`„L’‡hˆH. „Š„˜žĘŠ^„Š`„˜žB*o(ph.„ „˜žĘ ^„ `„˜ž.„p„L’Ęp^„p`„L’.„@ „˜žĘ@ ^„@ `„˜ž.„„˜žĘ^„`„˜ž.„ą„L’Ęą^„ą`„L’.„°„˜žĘ°^„°`„˜ž.„€„˜žĘ€^„€`„˜ž.„P„L’ĘP^„P`„L’.8„Ų „˜žĘŲ ^„Ų `„˜žB*OJQJo(phĢĢ‡hˆHnš8„Ų „˜žĘŲ ^„Ų `„˜žOJQJ^Jo(‡hˆHo8„Ø „˜žĘØ ^„Ø `„˜žOJQJo(‡hˆH§š8„x„˜žĘx^„x`„˜žOJQJo(‡hˆH·š8„H„˜žĘH^„H`„˜žOJQJ^Jo(‡hˆHo8„„˜žĘ^„`„˜žOJQJo(‡hˆH§š8„č„˜žĘč^„č`„˜žOJQJo(‡hˆH·š8„ø„˜žĘø^„ø`„˜žOJQJ^Jo(‡hˆHo8„ˆ„˜žĘˆ^„ˆ`„˜žOJQJo(‡hˆH§š„8„˜žĘ8^„8`„˜žo(. „p„˜žĘp^„p`„˜ž‡hˆH.’ „@ „L’Ę@ ^„@ `„L’‡hˆH. „„˜žĘ^„`„˜ž‡hˆH. „ą„˜žĘą^„ą`„˜ž‡hˆH.’ „°„L’Ę°^„°`„L’‡hˆH. „€„˜žĘ€^„€`„˜ž‡hˆH. „P„˜žĘP^„P`„˜ž‡hˆH.’ „ „L’Ę ^„ `„L’‡hˆH.„h„˜žĘh^„h`„˜žB*CJOJQJo(nš„„˜žĘ^„`„˜žo(.€ „Ų „˜žĘŲ ^„Ų `„˜ž‡hˆH.‚ „Ø „L’ĘØ ^„Ø `„L’‡hˆH.€ „x„˜žĘx^„x`„˜ž‡hˆH.€ „H„˜žĘH^„H`„˜ž‡hˆH.‚ „„L’Ę^„`„L’‡hˆH.€ „č„˜žĘč^„č`„˜ž‡hˆH.€ „ø„˜žĘø^„ø`„˜ž‡hˆH.‚ „ˆ„L’Ęˆ^„ˆ`„L’‡hˆH."„8„˜žĘ8^„8`„˜žB*CJOJQJo(phĢĢ‡hˆHnš„p„˜žĘp^„p`„˜žOJQJ^Jo(‡hˆHo„@ „˜žĘ@ ^„@ 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