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HomeMy WebLinkAboutApplication APPLICANT 5/19/2022]City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Hillside Overlay District Development SPNINpP16� 1 iRequired Project Information (Applicant: complete this sec o Applicant Name: Keoki La ina, Water Engineering Su en/IS0 Phone: 541 726-2396 Company: Springfield Utility Board Fax: Address: 202 South 18th Street, Springfield, OR 97477 Applicant's Rep.: Richard M. Satre, AICP, ASLA, CSI Phone: (541) 686-4540 Company: The Satre Group Fax: Address: 75 W 4th Avenue, Suite 201, Eugene, OR 97401 Property Owner: Springfield Utility Board Phone, (541) 726-2396 Company: Springfield Utility Board Fax: Address: 202 South 18th Street, Springfield, OR 97477 ASSESSOR'S MAP NO: 18-02-03-00 TAX LOT NOS : 302 Property Address: No site address for the tax lot Size of Pro ert : 1-77 1 1 11 alcor Acres Square Feet ❑ Zoning: Low Density Residential Existing Use: Water storage reservoir Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Construct improvements to the SUB 3rd Level Reservoir Si natures: Please si n and rint vour name and date in thea ro riate box on the next a e. PropertyRequired , Associated Cases: Signs: Case No.:711-21 I,, ��Z— i7 Date: I-! 2Z Reviewed b Appiication Fee: Technical Fee: $ Postage Fee: $ TOTAL FEES: PROJECT NUMBER: 0—m- AwcA'Ve2&T Revised 10.10.13ki 1 of 5 Signatures The undersigned acknowledges that the information in this application is correct and accurate. Date: 611 -11202 - Signature 17/202Signature Keoici La�it� If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. Owner: Date: Si nat e 4//*/- 1� Primo Revised 10.10.13ki 2 of 5 Hillside Overlay District Development Application Process 1. Applicant Submits a Hillside Overlay District Development Application to the Development & Public Works Department The application must conform to the Hillside Overlay District Development Submittal Requirements Checklist on pages 4-5 of this application packet. Planning Division staff screen the submittal at the front counter to determine whether all required items listed in the Hillside Overlay District Development Submittal Requirements Checklist have been submitted. Applications missing required items will not be accepted for submittal 2. City Staff Conduct Detailed Completeness Check Planning Division staff conducts a detailed completeness check within 30 days of submittal. The assigned Planner notifies the applicant in writing regarding the completeness of the application. An application is not be deemed technically complete until all information necessary to evaluate the proposed development, its impacts, and its compliance with the provisions of the Springfield Development Code and other applicable codes and statutes have been provided. Incomplete applications, as well as insufficient or unclear data, will delay the application review process and may result in denial. 3. City Staff Review the Application and Issue a Decision • A Type II decision, made after public notice, but without a public hearing, unless appealed, is issued within 120 days of submittal of a complete application. • Mailed notice is provided to property owners and occupants within 300 feet of the property being reviewed and to any applicable neighborhood association. In addition, the applicant must post one sign, provided by the City, on the subject property. • There is a 14 -day public comment period, starting on the date notice is mailed. • Applications are distributed to the Development Review Committee, and their comments are incorporated into a decision that addresses all applicable approval criteria and/or development standards, as well as any written comments from those given notice. • Applications may be approved, approved with conditions, or denied. • The City mails the applicant and any party of standing a copy of the decision, which is effective on the day it is mailed. • The decision issued is the final decision of the City but may be appealed within 15 calendar days to the Planning Commission or Hearings Official. Revised 10.10.13ki 3 of 5 Hillside Overlay District Development Submittal Requirements Checklist NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. ❑✓ Submitted Concurrently with Land Division applications, where applicable. ❑✓ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. The applicable application, technology, and postage fees are collected at the time of complete application submittal. ❑✓ Hillside Overlay District Development Application Form Copy of the Deed ✓❑ Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. ❑✓ Narrative explaining the proposal and any additional information that may have a bearing in determining the action to be taken, including findings demonstrating compliance with the standards of SDC 3.3-500, Hillside Development Overlay District. NOTE: Before the Director can approve a Hillside Overlay District Development request, information submitted by the applicant must adequately support the request. All of the standards for hillside development must be addressed. Incomplete applications, as well as insufficient or unclear data, will delay the application review process and may result in denial. In certain circumstances, it is advisable to hire a professional planner or land use attorney to prepare the required findings. 0 Four (4) Copies of the Following: a. Geotechnical Report Prepared by an Oregon licensed Civil Engineer or certified Geologist 0 Geology of the site 0 Nature, distribution, and strength of existing soils Conclusions and recommendations for grading procedures ❑✓ Design criteria for corrective measures Q Options and recommendations to maintain soil and slope stability and minimize erosion of the site to be developed in a manner imposing the minimum variance from natural conditions b. Grading Plan Report Prepared by an Oregon licensed Civil Engineer ❑✓ Existing and proposed details and contours (at 5 -foot intervals) of the property �✓ Details of terrain and area drainage Location of existing structures on the property, within 100 feet of the property, or that may be affected by the proposed grading operations, as well as approximate locations of structures on the property relative to adjacent property ❑✓ Direction of drainage flow and approximate grade of all streets Revised 10.10.13ki 4 of 5 © Limiting dimensions, elevations, or finish contours to be achieved by the grading, including all cut and fill slopes, proposed drainage channels, and related construction ❑✓ Detailed plans and locations of all surface and subsurface drainage devices, walls, dams, sediment basins, storage reservoirs, and other protective devices to be constructed with, or as a part of, the proposed work, together with a map showing drainage areas, the complete drainage network, including outfall lines and natural drainage ways that may be affected by the proposed development and the estimated run-off of the area served by the drains Schedule showing when each stage of the project will be completed, including the total area of soil surface which is to be disturbed during each stage and the estimated staring and completion dates Copy of the grading plan reduced to 8'/2"x 11", which will be mailed as part of the required neighboring property notification packet. c. Vegetation and Re -Vegetation Report © As specified in SDC 5.19-120 if tree felling is proposed Revised 10.10.13ki 5 of 5 May 19, 2022 SPRINGFIELD UTILITY BOARD SOUTH HILLS 3RD LEVEL RESERVOIR REPLACEMENT Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 VdJ7ka1r:11&IIll 114IT, :1k'Y1 In accordance with Hillside Development Overlay District submittal requirements, this written statement describes the proposed development and demonstrates that the proposal complies with the criteria contained in SDC 3.3-500 through 3.3-540. The proposal is submitted concurrently with a Site Plan Review application and a Tree Felling Permit application. We request that these applications be processed concurrently. LAND USE REQUEST A. Development Objective The development objective for the existing reservoir site is threefold. One, to continue serving as a water storage reservoir site; two, the construction of a new, second water storage reservoir, and three the demolition and replacement of the existing water storage reservoir. Subject Property RLIO Maps 2018 B. Land Use Request 1. Hillside Development. Regarding the Hillside Development Overlay District, the tax lot has portions of its topography exceeding 15% slope. As the impact area of the tax lot is confined to the limits of the proposed reservoir and associated site improvements, the portion of the development site meeting the applicability standard (slopes exceeding 15%) is as follows: On the 3' level reservoir site, 2.45 acres (approximately 68% of the site) will not be disturbed. C. Project Directory OwnerlAoolicant Keoki Lapina Springfield Utility Board 202 South 18th Street FPO] nxrxmm + PLANNERS - LANBSCAPE ARCHITECTS - ENVIRCNMENTALSPECIALISTS + 375 West 4th, SuRe 201, Eugene, OR 97401 I t Phone: 541.686.4540 veww.satregmup.com r I r Project Area mi.,. F_ Total Number: of Acres Number of Acres Impacted .Number of Acres i not brazicted 3i° Level Reservoir I Site Tax Lets 6000- 3.58 acres 1.13 acres (including the proposed 2.45 acres 6200, 6400-6500 reservolrandlmprovementA to and 302 existin drivewa On the 3' level reservoir site, 2.45 acres (approximately 68% of the site) will not be disturbed. C. Project Directory OwnerlAoolicant Keoki Lapina Springfield Utility Board 202 South 18th Street FPO] nxrxmm + PLANNERS - LANBSCAPE ARCHITECTS - ENVIRCNMENTALSPECIALISTS + 375 West 4th, SuRe 201, Eugene, OR 97401 I t Phone: 541.686.4540 veww.satregmup.com r I r Springfield Utility Board — South Hills 3rd Level Reservoir Page 2 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 Springfield, OR 97477 Phone: (541)726-2396 Email: keokil@subutil.com PlannerlLandscape Architect (and Applicant's Representative) Rick Satre, AICP, ASLA, CSI The Satre Group 375 West 41h Avenue, Suite 201 Eugene, OR 97401 Phone: (541) 686-4540 Email: rickAsatrearouo.com Surveyor Dan Nelson, PLS Branch Engineering, Inc 310 5'1' Street Springfield, OR 97477 Phone: (541) 746-0637 Email: dannc�branchengineering.com Civil Engineer Tom Boland, P.E. Murraysmith, Inc. 888 SW 5'" Avenue, Suite 1170 Portland, OR 97204 Phone: (503)225-9010 Email: Tom.BolandAmumaysmith.us H. THE SITE AND EXISTING CONDITIONS A. Development Site The 3' Level Reservoir site is located at South 661h Place and Jessica Drive in the Thurston Hills of Springfield. The reservoir site is partially forested and is approximately 3.58 acres in size. Access is by way of a graveled drive (part of an existing variable width access and utility easement) extending from South 66th Place. Abutting the site to the north, south and east is unimproved land which is planned and zoned for low density residential development. The 3^' Level Reservoir is inside Springfield city limits. B. Planning Context 1. Planning and Zoning. Local long-range land use is governed by the Eugene -Springfield Metropolitan Area General Plan (Metro Plan), often supplemented with a more specific refinement plan and/or neighborhood plan, followed by site-specific zoning. Further, zoning can sometimes be comprised of base and overlay zoning. For the reservoir site, the Metro Plan designation is Low Density Residential, there is no applicable neighborhood plan, and the base zoning is Low Density Residential. The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w satreamuo.eom Springfield Utility Board – South Hills 3rd Level Reservoir Page 3 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 2. Transportation. a. TransPlan. The metro area adopted transportation plan, The Eugene -Springfield Transportation System Plan (TransPlan) includes one project in the vicinity of the subject property – Project 36, a future collector connecting Straub Parkway to the west to the general vicinity of the south side of Mountairl Master Plan area. 3. b. Springfield 2035 Transportation System Plan. The City of Springfield's Local Street Network - diagram shows proposed future streets within -�>-. '-- Springfield's jurisdiction. The plan is illustrative only i"• •' - and is not parcel specific. Future local streets, their locations and connection points can be adjusted at time of specific development proposals. –� I Il i Local Street Network Map Except c i City of Springfield August 2018 . c. Public Transit. There is no public transit service in the vicinity of the reservoir site. Utilities. a. Stormwater and Wastewater. The Springfield Stormwater Facilities Master Plan shows the property as being within the Weyerhaeuser Basin. The Master Plan identifies no capital improvement projects in the vicinity of the project. The site has both stonnwater and sanitary infrastructure adjacent to the property in both South 66th Place and Jessica Drive. Facilities Master Plai afield. October 2008 b. Wellhead Protection The subject property is not within a wellhead protection area, nor are there any protection areas near the subject property. wellhead! Protection Areas Map Excerpt City of Springfield and Springfield utility Board January 2013 c. Water & Electric. The Satre Group • 375 West 4'^ Avenue, Suite 201, Eugene, OR 97401 - (541) 686-4540 - w.vw.satrearouo.conn Springfield Utility Board — South Hills 3rd Level Reservoir Page 4 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 The site has both water and electric infrastructure adjacent to the subject property. Existing Water Infrastructure Springfield Utility Board, 2021 Utility Easements. A variable width private access and utility easement exists on the SUB reservoirsite. The easement (Lane County Deeds and Records 2007-020544)is for a water line and private access and private utilities. There is also a 10 -foot -wide public utility easement along the east side of South 66rr Place and the north side of Jessica Drive abutting the reservoir site. Existing Electric Infrastructure Springfield Utility Board, 2021 to / zees / 4. Natural Resources. a. Springfield Natural Resources Study. The Springfield Natural Resource Study Report does not identify any resources on or near the site that would be impacted by the proposed development. b. Springfield Wetland Inventory / Water Quality Limited Watercourses (WQLW). Neither the National Wetlands Inventory nor the Local Wetlands Inventory document the presence of jurisdictional wetlands on or adjacent to the subject property. Springfield's Water Quality Limited Watercourses inventory also documents that there are no WQLW features on or adjacent to the subject property. c. Geotechnical Stability. Two Geotechnical Reconnaissance reports were generated for the existing SUB Reservoir Site in 2013. The second report, Supplemental Geotechnical Investigation, dated November 18, 2013, States that three exploratory boreholes were drilled at the site and includes the following conclusion on page 7. "SUMMARYAND CONCLUSIONS. The slope stability analyses indicate the reservoir site is relatively stable for both static and seismic conditions based on the estimated soil strength parameters. Therefore, we believe the risk of slope instability is low. The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 681 • w vsatrearouo.conn Springfield Utility Board - South Hills 3rd Level Reservoir Page 5 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 Certain factors could still affect the stability of the site, including future development of the surrounding area and other factors that influence groundwater conditions. In addition as with any development within landslide terrain, some risk of instability, though minor, still remains." ri 28«YraS� IJlsl Borehole Map South Hills Reservoir Supplemental Geotechnical Investigation November 18, 2013 5. Parks and Open Space. a. Willamalane Park and Recreation Comprehensive Plan. The Willamalane Comprehensive Plan includes three projects within the vicinity of the reservoir project. Project 3.8. Pursue acquisition and development 't of naturel area parks and trail systems along the I"YA j u Thurston Hills ridgeline south of Potato Hill and towards the Jasper-Natron area. (Completed. SeeProject _ 4.10.) -� Project 3.10. Identified in the MountainGate Master Plan, develop a 90 -acre natural area park and trail system on top of Potato Hill. - +.w �— samrn„am, rer Project 4.10. Acquisition and development of a tj t ridgeline trail in the south Thurston Hills area. - (Property has since been acquired.) ° Pak nd Recreation Projects Map Excerpt Willamalane Park and Recreation District October 2012 III. HILLSIDE DEVELOPMENT OVERLAY DISTRICT -STANDARDS, CRITERIA AND FINDINGS This section is presented in the same order of applicable requirements found in Sections 3.3-500 through 3.3-540, Hillside Development Overlay District of the Springfield Development Code. Applicable sections of the Code are in bold italics, followed by proposed findings in normal text. As noted above, all of the tax lot has portions of its area exceeding slopes of 15%. Therefore, the Hillside Development Overlay District applies. SDC 3.3-520 Development Density and Options A. For the purpose of calculating the allowed number of dwelling units in the development area below 670 feet in elevation, the "average slope" as defined below maybe used: Response: This proposal is not a residential project and does not include dwelling units. Therefore, this standard does not apply. The Satre Group - 375 West 0 Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • wwwsetrearouo.com Springfield Utility Board — South Hills 3rd Level Reservoir Page 6 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 B. The developer has 2 options for the development of steeply sloped land. Option "A"is designed to correlate minimum lot/parcel sizes to the average slope of the development area. Option "B" is designed to allow fora density transfer bonus to stimulate development on those portions of the development area where the slope of the land is less than 15 percent. A combination of Options "A" and "B" may be used. Response: The proposal is not a residential project and does not include dwelling units, nor does it include the creation or adjustment of any lots or parcels. The project site is comprised of six existing tax lots. The tax lots will remain as is. Therefore, this standard does not apply. SDC 3.3-525 Street Grade Standards Response: Primary access to the site is via South 66r Place. A gravel access road extends from South 661h Place to the 3rd Level Reservoir. The applicant is not proposing to modify the alignment of the adjacent public streets or to construct new public streets to serve the development site. Therefore, this standard does not apply. SDC 3.3-530 Reports Required A. Geotechnical Report. This report shall include data regarding the geology of the site, the nature, distribution, and strength of existing soils, conclusions and recommendations for grading procedures, design criteria for corrective measures, and options and recommendations to maintain soil and slope stability and minimize erosion of the site to be developed in a manner imposing the minimum variance from the natural conditions. Where geologic conditions of the site indicate that a hazard may exist, the report shall show that the proposed Subdivision or Partition shall result in lots/parcels that are suitable for development. The investigation and report shall be prepared by a civil engineer/geologist or a geotechnical engineer. Response: A Geotechnical Report has been generated for the project. The report is included in the application submittal. It was prepared by a registered professional engineer. Overall, the report lists construction, site preparation, and foundation design recommendations. B. Grading Plan Report. This plan shall include the following information: 1. Existing and proposed details and contours (5 -foot intervals) of property; 2. Details of terrain and area drainage; 3. Location of any existing buildings or structures on the property where the work is to be performed, the location of any existing buildings or structures on land of adjacent owners which are within 100 feet of the property or which may be affected by the proposed grading operations, and proposed or approximate locations of structures relative to adjacent topography; 4. The direction of drainage flow and the approximate grade of all streets with the final determination to be made as specified in Subsection D., below; 5. Limiting dimensions, elevations, or finished contours to be achieved by the grading, including all cut and fill slopes, proposed drainage channels, and related construction; 6. Detailed plans and locations of all surface and subsurface drainage devices, walls, dams, sediment basins, storage reservoirs, and other protective devices to be constructed with, or as a part of, the proposed work, together with a map showing drainage areas, the complete drainage network, including outfall lines and natural drainageways which may be affected by the proposed development, and the estimated run-off of the area served by the drains; 7. A schedule showing when each phase of the project will be completed, including the total area of soil surface which is to be disturbed during each stage, and estimated starting and completion dates; the schedule shall be drawn up to limit to the shortest The Satre Group - 375 West 4j° Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • www.satrearomooro Springfield Utility Board - South Hills 3rd Level Reservoir Page 7 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 possible period the time that soil is exposed and unprotected. In no event shall the existing "natural" vegetative ground cover be destroyed, removed, or disturbed more than 15 days prior to grading or construction of required Improvements. Within 15 days of grading or other pre -development activity that removes or significantly disturbs ground cover vegetation, exposed soil shall either be built upon (i. e., covered with gravel, a slab foundation or other construction), landscaped (i.e., seeded or planted with ground cover) or otherwise protected; and The Grading Plan shall be prepared by a civil engineer. Response: A Grading Plan Report has been generated for the project. It is included in the application submittal. It was prepared by a registered professional engineer. Documentation illustrates existing and proposed contours, proposed structures, cut and fill slopes, and drainage areas and outfalls. It includes a schedule detailing major areas of the site scheduled for improvements and specifics regarding excavation, soil exposure, erosion protection, etc. A Land and Drainage Alteration Permit (LDAP) will be acquired by the applicant prior to any earthwork occurring within the project area. The LDAP will provide a mechanism for appropriate erosion and sediment control measures to be implemented on the site prior to, during, and post - construction. C. Vegetation and Re -Vegetation Report. This report shall be as specified in Section 5.19-120, if tree felling is proposed. Response: Tree Felling is proposed. A Tree Felling Permit application is one of three concurrently submitted land use applications. A Vegetation and Re -Vegetation Report has been generated for the project. It is included in the application submittal. The applicant is proposing to use a native see mix for disturbed areas, which will use drought tolerant species for stabilization of the hillside and for erosion control. D. Verification of Slope and Grade Percentages. Prior to acceptance of the Final Plat, all streets shall be cross-sectioned and their center -lines staked in the field, to determine the accuracy of preliminary slope and grade percentages. If there are significant differences between preliminary and final grade and slope determinations, i.e., density or street gradients exceed the limits specified in this Section, the Tentative Plan shall be modified to reflect the revised information and resubmitted. Response: The proposal does not include land division or street development. Thus, this standard is not applicable. E Development Plan Report. A proposed development plan shall be submitted, depicting building envelopes for each lot/parcel, including driveway approaches and all other associated impervious surface areas. The applicant shall specify whether trees will be felled under one Tree Felling Permit, as specified in Section 5.19400, as part of the subdivision construction process or by separate Tree Felling Permit for each individual lot/parcel prior to the issuance of a Building Permit. The plan shall be based upon the findings of the required reports in this Section and the lot/parcel coverage standards of Section 3.2-215. Building envelopes shall be specified in Covenants, Conditions, and Restrictions recorded with the Subdivision Plat. Response: The proposal does not include land division. Lots/parcels are not being created. The building envelope in this proposal is the 3rd Level Reservoir. The only driveway approach is the existing access drive off of South 66th Place as shown on the plan set. All trees felled for the project will be under one Tree Felling Permit. With lots/parcels with more than 15 percent slope The Satre Group - 375 West 4^ Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w .satreamuo.cam Springfield Utility Board - South Hills 3rd Level Reservoir Page 8 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 and above an elevation of 670 feet, the maximum impervious surface inclusive of structures and driveways is 35%. As this proposal's development site is 3.58 acres or 155,945 square feet. As shown on the plan set, total impervious area (comprised of the reservoir, the driveway, and a few concrete pads) is 7,686 square feet, or 5% of the site, well under the limit. To the degree that a Development Plan Report may apply to this proposal, it is provided with this paragraph. SDC 3.3-535 Modification of Provisions The Director may modify the standards of this Code, as they apply to the entire development area, within the following prescribedlimits; A. Front, side and rear yard setbacks maybe reduced to zero (when permitted by the Building Safety Codes); provided, however, where attached dwellings are proposed, there shall not be more than 5 dwelling units in anygroup. Response: The proposed project is not a residential development, and reduced setbacks are not being requested. Additionally, the applicant is not proposing to reduce right-of-way or pavement width along the property frontage on South 66th Place and Jessica Drive. Therefore, this standard does not apply. B. The reduction of public right-of-way, pavement width, and/or requirements for the installation of sidewalks as specified in Table 4.2-1, may be allowed if provisions are made to provide off-street parking in addition to that specified in Section 4.6-125. The Director may require combinations of collective private driveways, shared parking areas and on street panelist parking bays where topography, special traffic, building, grading, or other circumstances necessitate additional regulation to minimize land and soil disturbance and minimize impervious surface areas. Response: The right-of-way and pavement width along South 66' Place have already been designated (and constructed). Per Table 4.6-2, no parking is required for public utility facilities unless utility vehicles will be parked overnight. There will not be any overnight parking on this site. Therefore, no additional parking is required and none will be provided. Given this, this standard does notapply. RD 3.3-540 Fire Protection Ranuinaments Additional fire protection requirements may be required in hillside development areas which are considered vegetated areas subject to wildfires as determined by the Fire Marshal. A. Ali buildings with a gross area in excess of 1,500 square feet shall be constructed within 50 feet of an approved fire lane or public street. Fire apparatus access shall be provided to within 50 feet of the building (this may mean modifying the driveway designs for width, grade and construction material in order to meet fire lane requirements). Installation of a residential fire sprinkler system will be considered as an alternative to the requirement to be within 50 feet of a fire lane or street. Response: The subject site is on a wooded hillside and therefore is within a potential wildfire hazard area. However, the only enclosed structures are the proposed reservoir, existing reservoir and existing adjacent pump station. They are not be combustible or continuously occupied. The southern gravel access road has a width of 12 feet and will provide safe fire vehicle access. Thus, this standard does not apply. B. The developer shall specify in the recorded Covenants, Conditions and Restrictions that a wildfire defense plan for each lot/parcel, approved by the Fire Marshal, will be required prior to the issuance of a building permit. The Satre Group - 375 West 41' Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w aatrearouo.com Springfield Utility Board —South Hills 3rd Level Reservoir Page 9 of 9 Hillside Development Overlay District Map 18-02-03-00, Lot 302, and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 Response: The proposed project does not involve construction of combustible structures or any residential dwellings, so a wildfire defense plan is not warranted. An existing fire hydrant is located on the north side of Jessica near the southwest corner of the lot. Finally, the existing driveway could be used for wildfire defense activities along the hillside, should the need arise. Given this, this standard is met. C. All buildings located in or adjacent to vegetated areas subject to wildfires shall have Class A or B roofing as specified in the Oregon State Structure/ Specialty Code. Response: The site and immediate adjacent property is within a potential wildfire hazard area. The reservoir will not have a combustible surface. Given this, this standard is met. IV. CONCLUSION The above information represents known applicable planning, zoning and site development requirements for the contemplated project. It presents known physical conditions and contexts. It captures the project's primary development objective. Based on the information and findings contained in this written statement, associated attachments and plan set, the proposed SUB South Hills 3rd Level Reservoir project meets the Hillside Overlay criteria of approval contained in the Springfield Development Code. Therefore, the applicant requests that the City of Springfield approve the proposal. Both the applicant and the applicant's representative are available for questions. We look forward to working with staff to ensure this project meets the goals and objectives of the applicant and the city. If you have any questions about the above application, please do not hesitate to contact Rick Satre, at The Satre Group, 541-686-4540, or rick(a)satreorouo.com. Sincerely, R LCCI✓$atl-ei Rick Satre, AICP, ASLA, CSI, Principal / Partner The Satre Group The Satre Group -375 West 41' Avenue, Suite 201, Eugene, OR 97401•(541) 686-4540• w ,atreorouo.com THE SATRE GROUP Land Use Planners, Landscape Architects, Environmental Specialists 375 West 4'h Avenue, Suite 201, Eugene, Oregon 97401 (541)686-4540 • www.satreproup.com I r TRANSMITTAL TO: CitV of Springfield DATE: May 19, 2022 225 Sh Street PROJECT: SUB 3rd Level Reservoir Springfield, OR 97477 Hillside Overlay District Development CLIENT PROJ #: ATTN: SSG PROJ #: 2140 TRANSMITTED: Herewith X❑ DISPOSITION: For Your Approval u Separate Cover For Your Information/Use X Other For Reply TRANSMITTED: #Copies Item Dated No. Pages (In addition to this cover page) Hillside Overlay District Development Application Varies Several REMARKS: This Hillside Overlay District Development application packet is hereby submitted for processing. The application package includes: 1. This Transmittal 2. Application Fee 3. Application Form 4. Written Statement 5. Deed 6. Title Report 7. Geotechnical Report 8. Grading Plan Report 9. Vegetation & Re -Vegetation Report 10. Grading Plan 11, Tree Felling Plan 12. Planting Plan 13. Reduced Grading Plan We look forward to your assistance with the project. Don't hesitate to contact us should you have any questions or need any additional information. Thank you. May 19, 2022 SPRINGFIELD UTILITY BOARD SOUTH HILLS 3RD LEVEL RESERVOIR Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 Vegetation and Re -Vegetation Report This report is presented as a supplement to a Tree Felling Permit application and Hillside Overlay District Development application. Those two applications, along with a Site Plan Review application, are being submitted for concurrent review and processing in support of the proposed reservoir pump station project. Please refer to those applications, along with their written statements, attachments and plan sets to gather a complete understanding of the proposal. Vegetation The overall reservoir site occupies six tax parcels. The proposed reservoir site is located on tax lots 302 and 6500. The site development touches all six tax lots. In terms of existing vegetation, the site is inconsistently covered in a mixture of deciduous and evergreen (primarily Douglas Fir) trees. A limited number of trees will be removed in order to construct the reservoir and associated site improvements. Subject Property RLID Maps 2022 Re -Vegetation A tree survey for the parcels has been conducted. This inventory can be found in the Tree Felling Plan. Only those trees necessary to construct the reservoir improvements as well as several trees deemed as a potential future hazard will be removed. As noted in the Tree Felling Permit Written Statement, there are 18 existing trees on the subject tax lots that will not be disturbed. Within the 1.06 acres of the site which will be disturbed, 28 trees will be removed. Therefore, 40% of the entire site with remain as is. Any areas of disturbance will be seeded with a mix of relatively low growing, drought tolerant grasses and forts — to minimize erosion, minimize stormwater runoff, provide an environment to foster restoration of the forest floor and improve the appearance and natural function of the site. See Landscape Plan. PLANNERS + LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 375 West 41h, Sake 201, Eugene, OR 97401 Phone: 541.666A540 www.satregroup.com LEGEND S.STING CONTOURS (I) EXPELLING CONTOURS (3') PROPOSED CONTOURS (1') PROPOSED CONTOURS (5') DRAINAGE FLOW DIRECTION CONCRETE SURFACING CRUSHED ROCK SURFACING NATIVCJSEEDDEED SURFACING / PY � vf_ � bN — ) I G \\ H't \ �h\ .�� )/ `" �r IH T xx' 4 ' - sr-� N iG^ W 11� TF— IT iiy T x R STRIP C F SF -5 SECT sns 75 1 �� / / ��\V j!•\ �� ll —i. � � ��`` ��� fes. �� '�,•."/\ r ,' I L� � 15 WIDEGMVR NORTH ACCESS RD,SE£ A L< snrc sFOR vaOMLE AND Tvv sEcnau 11 �( -RESU REACE EXIST SOUTH 4 ACCESS RD SEE NOTE4 I A NOTICE �� PRF \ \\ )\l\ .58 MG NOTED. FINISHED GRADE FOR GRAVEL SURFACING SHALL \/ MINIMIZE LOCALIZED LOW POINTS TO AVOID FUNDING. \' \4. 3RD LEVEL \ E%GET SLP ESMT,, c EcaEo .mrosuPo \ \ y�* 6]' DIA 1 I NOTICE �� PRF T� RESRIAAGPNEO .58 MG NOTED. FINISHED GRADE FOR GRAVEL SURFACING SHALL \/ MINIMIZE LOCALIZED LOW POINTS TO AVOID FUNDING. \' \4. 3RD LEVEL \ RESURFACE EXISTING SOUTH ACCESS ROAD FROM SOUTH 66TH c EcaEo .mrosuPo \ 4 � \ fC a �Rr PLAN SCALE: 1"=20' LUMINARY ONLY 1 LE FDR FYYTUHGN May202 murraysmilb mNrmaysmlm SHEET NOTES: 1. SEE SHEET C-10 FOR APPLLCkbLC SURFACING AND SHL FEATURE DETAILS. ALL CRUSHED ROCK SURFACING SHALL CONFORM TO DETAIL 1 ON SHEET C -1E. 2. DRAINAGE DRCH ES SHALL HAVE A MINIMUM DRAINAGE SLOPE OF I%, MAXIMUM SIDE SI ORES OF 3H: SV, AND A MINIMUM OEPIM OF 12 INCHES. (y �� 3. SITE GRADING SHALL GENERALLY SLOPE AWAY FROM ALL T� CONCRETE STRUCNRES AND ACCESS PADS UNLESS OTHERWISE .58 MG NOTED. FINISHED GRADE FOR GRAVEL SURFACING SHALL \/ MINIMIZE LOCALIZED LOW POINTS TO AVOID FUNDING. \' \4. 3RD LEVEL \ RESURFACE EXISTING SOUTH ACCESS ROAD FROM SOUTH 66TH 3RD LEVEL PLACE TO TANK SITE WITH 2 MINIMUM COMPACTED 3/4"-0 \ CRUSHED QUARRY AGGREGATE y�* 6]' DIA 1 I Z..j 1 6] D ' IA j LALL � EELF SVOOHAL GECOVERC ORCONC ORCONC SURFACINGOILANSHALVED COVERED y ta\ W E STOP SOIL AND APPROVED SEED FIX, SEE SPECS w \_��9 �' ; -- — — � - � GRABS urvsD swALE \ sEE aPT6 snTc to \' 1 9G0.88 FG AT ry �� �} PERIMETERQA OF TANK FEIN { INSTALL SLOPE MATTING —F ON ALL SLOPES 2:1 OR GREATER PER STIFF ESC -1 AND ESC 2 y ` SOUTH HILLS 3RD LEVEL STORAGETANK REPLACEMENT ' J i ULTPA-BLOCK RET WALL SEE DET 6,51C12 90% SUBMITTAL SITE GRADING PLAN ISTIFT C_4 .58 MG �\ jam'.': ^/'/ D.se MG 3RD LEVEL 1✓ 3RD LEVEL STORAGE TANK NO. 2 \ Y-•-> / STORAGETANKN0.3 . I 6]' DIA 1 I Z..j 1 6] D ' IA j 00 9G0.88 FG AT ry �� �} PERIMETERQA OF TANK FEIN { — L\ y 1 960.15,DITCH .\� . \ 4..•. „ ♦ J HIGH RF / INSTALL SLOPE MATTING —F ON ALL SLOPES 2:1 OR GREATER PER STIFF ESC -1 AND ESC 2 y ` SOUTH HILLS 3RD LEVEL STORAGETANK REPLACEMENT ' J i ULTPA-BLOCK RET WALL SEE DET 6,51C12 90% SUBMITTAL SITE GRADING PLAN ISTIFT C_4 TICE xoroN' PREPENTRE 1 BE THEN DMAING El cEOx[ IPRESIG ED�LIMINARY ONLDURATIONI M ,murraysmrth� HEC E MmxinmH nnmitM1 LEGEND LIMIT OF DISTURRANCE % aESury TREESTO TREE '-FBI- FIENSTE I ^� a� THS FOOT ' aEMUG. -.- ro eE OOxT0.I INTTOR uRsi 11 I TREE ASSESSMENT I SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT TREE FELLING PLAN TF -1 NOTES IS SENEGAL 1. ALL TRESES ASSESSED .1 ATE AND NOTED -1 ..111.9 11 A 2, M BE OF REMENNAL. ALL TRIBES TO BE NI SEAT BE CUTTS ROUND AND MOTORS LZI PHASE TO MINIMIZE EROSION R SIT TERRA TO BE FRILLED TGARSARE DHE IGGROR OF FEE PROBARIF, 7 ALL MINE ACCESS TO BE FROM EX ITT NO ACCESS POINT USINTEREANTHEMPATIN BROTHERS CATEROOTSBACRIENTSBANONFILLAREARATEREVER CUT Ro%IiwTEYy� CX�m NDWMN&7RUO O OO 'CLATOONEXPOSE ROOTS TO IRS OUT BEFORE PEREAMENT GOALS AGAINST E LOTS "EmwuEouJo ST p��FF Tmi cwEpE mm MaT BOOK FnxoeTM R. PRUNING MISE SHOULD BE LIMITED TO BROKEN, AN ROTEREJE owry ryOF CONINJI rxrv�roa liGGGN Cr oEe5oowDc�gs ® PRMIDEua�cox ANNE voTErvnww io. sEEav,rvnus awry roaaeaiacenex.m�sPamoseo E 0 SOUTH HILLS 3RD LEVEL STORAGE TANK REPLACEMENT TREE FELLING PLAN TF -1 \ PLANTING NOTES NO 10MEBYTTROMIAL1wEDmERECDYFROFAPPASOISTAR aNCaOZXEARI \T�i� E� . ��N�N EaYDrvrDP�RRPaaR.a EaoNDP S VE n xoMCTTEEN OF NCHNS mmolnOPwoR aaROM awABi RE ION AND COMPAirecr. 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VA IHINAT NN¢aILINERET,.A ORESHI CAN EM. s t 14 �� .`v I 'v� ` y"RATEN TREE PLANTING DETAIL / h ' T ii i ICN AA v ���: wR wB� V A A 7 RaNO\ y �T/ -/ \\��\111\\��\`\\�.. \�4� ,v�� � P.Rml„,.TR,1. `��i A'1 TREE PLANTING A T BSN uxcNERNNIRS— Q� J/1/I98R rvoTlcE IG VRELIMINARYTOrnJY Y EMNIET I JA AYNEo SOUTH HILLS PLANTING PLAN o May 19, 2022 3RD LEVEL STORAGE L-1 'S,,� °RsN m,. murraysmi-th ` TANK REPLACEMENT —CHECKED MunaysmiN pmp pynpaa,Typ NO. DATE BY REVISION - � 4 s C i w n > r m� r 5 667H CE e a s y