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Home My WebLink AboutPacket, DRC PLANNER 6/1/2022AGENDA DEVELOPMENT REVIEW COMMITTEE DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET Conference Room 616/ MS Teams StaffReview.' Tuesday, June 14, 2022 A'00 — 9;30 a m, 1. Site Plan Review 811-22-000131-TYP2 811-19-000209-PROJ Springfield Utility Board 2. Hillside Overlay District Development 811-22-000132 811-19-000209-PROJ 3. Tree Felling Permit 811-22-000133-TYP2 811-19-000209-PROJ Assessor's Map: 18-02-03-00 TL: 302 Address: S. 661" Place and Jessica Drive Existing Use: water reservoir Applicant submitted plans to construct improvements to existing water reservoir site and remove 28 trees to allow for construction. Planner: Andy Limbird Meeting: Tuesday, June 14, 2022 9:00 — 9:30 virtual meeting via Microsoft Teams The Complete DRC Packet for this meeting is available online for you to review or print out from the laserfiche website: httD://www.sprinafield-or.gov/weblink8/browse.aspx VICINITY MAP 811-22-000131-TYP2 Site Plan Review 18-02-03-00 TL 302 Jessica Drive and S. 66" Place. Springfield Utility Board kity of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review k Z Application Type (Applicant: check one) Site Plan Review Pre -Submittal: ❑ Major Site Plan Modification Pre -Submittal: ❑ Site Plan Review Submittal: Ma'or Site Plan Modification Submittal: ❑ Required Project Information (Applicant: complete this section) Applicant Name: Keoki Lapina, Water Engineering Supervisor Phone Company; Springfield Utility Board Email: keokil@subutil.com Address: 202 South 18th Street, Springfield, OR 97477 Applicant's Rep.: Rick Satre, AICP, ASLA, CSI Phone: (541) 686-4540 Com an :The Satre Group Email: rick@satregroup.com Address: 375 W 4th Avenue, Suite 201, Eugene, OR 97401 Property Owner: Springfield Utility Board Phone: Company: Springfield Utility Board Email: keokil@subutil.com 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 Property: 1.77 Acres Proposed Noor Square Feet . .None Proposed Name of Pro'ect: SUB 3rd Level Reservoir Description of If you are filling in this form by hand, please attach your proposal description to this application. Pro osal Construct improvements to the SUB 3rd Level Reservoir Existing Use: Water storage reservoir New Impervious Surface Coverag2(Including Bldg. Gross Floor Area): sf Si natures: Please si nand rint our name and date in the Required Project Information (City Intake Staff., Associated Applications: ro riate box on the next a e. complete this section) Si ns: Pre -Sub Case No.: Date: Reviewed by: Case No.: ? �3) — �Jll r C I Date: S bq yf^ Reviewed b �Jlm/ r Application Fee: $�GLI).V1i /��,ry1 Technical Fee: $Z •rIV POSF L^t•�I 6 TOTAL FEES:f3dj,qo PROJECT NUMBER: MAY 19 2022 Revised 1/7/14 KL Original Submiltak 11 May 19, 2022 SPRINGFIELD UTILITY BOARD SOUTH HILLS 3RD LEVEL RESERVOIR REPLACEMENT Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100 6200, 6400 and 6500 WRITTEN STATEMENT In accordance with Site Plan Review submittal requirements, this written statement describes the proposed development and demonstrates that the proposal complies with the standards and criteria contained in SDC 5.17-100 through 5.17-125. The proposal is submitted concurrently with a Tree Felling Permit application and a Hillside Development Overlay District 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 RLID Maps 2022 B. Project Directory Owner/Applicant Keoki Lapina Springfield Utility Board 202 South 181h Street Springfield, OR 97477 Phone: (541) 726-2396 Email: keokil@subutil.com PlannerJLandscape Architect (and Applicant's Representative) Rick Satre, AICP, ASLA, CSI The Satre Group 375 West 4' Avenue, Suite 201 Eugene, OR 97401 Phone: (541) 686-4540 Email: rick(alIsatroarouo.com Surveyor Dan Nelson, PLS Branch Engineering, Inc 310 51^ Street Springfield, OR 97477 Phone: (541) 746-0637 Email: dannAbmnchenoineerino.com PLANNERS + Date Received FPO]MAY19ppNTAL . LANDSCAPE ARCHITECTS + ENVIRONMESPECIALISTS Q10ftSu4�� q1, Eugene, OR 97401 f%Phone: 541.686 4540 wwW-9Mre§P&UC.Wm a Springfield Utility Board – South Hills 3'd Level Reservoir Replacement Page 2 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 Civil Engineer Tom Boland, P.E. Murraysmith, Inc. 888 SW 51h Avenue, Suite 1170 Portland, OR 97204 Phone: (503)225-9010 Email: Tom.Boland(Rimurraysrril s II. THE SITE AND EXISTING CONDITIONS A. Development Site The 31d Level Reservoir site is located at South 66th 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'd Level Reservoir is inside the 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. Springfield Zoning Map September 2018 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 MountainGate Master Plan area. 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 _ and is not parcel specific. Future local streets, their \ v locations and connection points can be adjusted at time of specific development proposals. None of the future streets affect the subject property. 6 1 1 1\ Local Street Network Map Exceryl City of Springfield August 2018 c. Public Transit. The Satre Group -375 West 4e Avenue, Suite 201, Eugene, OR 97401 • (541) 686-0540 - w oveatrearoup.com Springfield Utility Board — South Hills 3- Level Reservoir Replacement Page 3 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 There is no public transit service in the vicinity of the reservoir site. 3. Utilities. a. Stormwater and Wastewater. The Springfield Stormwater Facilities MasterPlan 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 storrnwater and sanitary infrastructure adjacent to the property in both South 66th Place and Jessica Drive. m am Stonnwater Facilities Master Plan City of Springfield, 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 Protr icn Areas Map Excerpt City of Springfield and Springfield Utility Board January 2013 c. Water & Electric. Existing water water and electric infrastructure exist on and adjacent to the subject site. f Existing Water Infrastructure Springfield Utility Board, 2021 Existing Eleddc Infrastructure Springfield Unity Board, 2021 The Satre Group • 376 West 41h Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 - w .satrearouo.conn Springfield Utility Board — South Hills 3'd Level Reservoir Replacement Page 4 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 Utility Easements. A variable width private access and utility easement exists on the SUB reservoir site. 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 66" Place and the north side of Jessica Drive abutting the reservoir site. etw F 4 pry\ \ rvrs 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 I 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. Certain factors could still affect the stability of the site, including future development of the surrounding area and other factors that influence ground water conditions. In addition, as with any development within landslide terrain, some risk of instability, though minor, still remains." Borehole Map South Hills Reservoir Supplemental Geotechnical Investigation November 18, 2013 The Sam Group • 375 West 4^ Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w satreamulrcom Springfield Utility Board —South Hills 3' Level Reservoir Replacement Page 5 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 Parks and Open Space. a. W llamalane Park and Recreation Comprehensive Plan. The Willamalane Comprehensive Plan t gnnpakn includes three projects within the vicinity of poor i the reservoir site. A v __ EAST Project 3.8. Pursue acquisition and t r' development of natural area parks and trail f -'ku_ - """• systems along the Thurston Hills ridgeline south of Potato Hill and towards the Jasper- , �r-r�lNatron area. (Completed. See Project 4.10.) �n Project 3.10. Identified in the MountainGate Master Plan, develop a 90 -acre natural area park and trail system on top of Potato Hill. Project 4.10. Acquisition and development \ KJ1 of a ridgeline trail in the south Thurston Hills area. (Property has since been acquired. Park and Recreation Projects Map Excerpt The portion immediately southeast of the Willamalane Park and Recreation District reservoir site has been identified by October 2012 Willamalane as a Community Forest. Development of a trail system is underway.) III. SITE PLAN REVIEW—APPROVAL CRITERIA AND FINDINGS This section is presented in the same order of applicable requirements found in Section 5.17-125, Site Plan Review Criteria of the Springfield Development Code. Applicable sections of the Code are in bold italics, followed by proposed findings in normal text. A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. Response: There is no applicable Plan District Map, Conceptual Development Plan, or Refinement Plan for the subject property. The zoning is consistent with the Metro Plan Diagram. The subject property is zoned Low Density Residential and has a Metro Plan designation of Low Density Residential. Metro Plan Diagram 2010 Regarding the Eugene -Springfield Public Facilities and Services Plan, the development proposal is consistent with the following Plan's policies: The Satre Group- 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w .satrearouocom Springfield Utility Board - South Hills 3'" Level Reservoir Replacement Page 6 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 The Public Facilities and Services Plan states that SUB will "add upper-level reservoir(s) for the 30, 4th, and 5th level". Special Development Standards for High Impact Public Facilities (SDC 4.7-160 A.) indicates that Discretionary Use is not required if the facility is designated on the Public Facilities and Services Plan. The 3'd Level Reservoir Site is considered a Hight Impact Public Facility per SDC 6.1-110 and is listed on the Public Facilities and Services Plan. Eugene -Springfield Public Facilities and Services Plan December 31, 2011 B. Capacity requirements of public and private facilities, including, but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works Director ora utility provider shall determine capacity issues. Response: The site is a proposed public utility facility. It is not and will not be inhabited with any dwelling units, offices or other buildings regularly occupied by people. There is no need for the full suite of utility facilities. Nonetheless, public and private facilities are provided as follows: Storm: Public stormwater infrastructure exists in South 66'^ Place and Jessica Drive adjacent to the subject property. Sanitary: Sanitary infrastructure is adjacent to the site in South 66t" Place and Jessica Drive. Water: Water infrastructure is available on site. Electric: Electric infrastructure is adjacent to the site in South 66th Place and Jessica Drive. Streets: South 66'^ Place and Jessica Drive are local streets per the TSP. ROW has been dedicated along the Tax Lots. C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. SDC CHAPTER 3 LAND USE DISTRICTS (Portions applicable to all six tax lots) 1. SDC 3.2-210 Residential Zoning Districts Base Zone Development Standards As a High Impact Public Utility Facility, the proposed reservoir is permitted in the Low Density Residential zone subject to approval of a Site Plan Review application and compliance with special standards in Section 4.7-160. SDC 4.7-160 addresses High Impact Public Utility Facilities and includes the following standards: A. The facility shall be designated on the Metro Plan's Public Facilities and Services Plan or be approved in accordance with a Type III review procedure (Discretionary Use). Response: The 3b Level Reservoir is on the Public Facilities and Services Plan. The Satre Group - 375 West 0 Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 - www satreorom cam Springfield Utility Board -South Hills TO Level Reservoir Replacement Page 7 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 B. The facility shall be screened as specified in Section 4.4-100. Response: The facility is screened from Jessica Drive and South 66th Place. See response to 4.4-100 below. C. In residential districts, a minimum of 25 percent of the lotlparcel shall be landscaped. Response: The facility is landscaped. See 4.4-100 below. 2. SDC 3.2-215 Base Zone Development Standards Response: Base Zone Development Standards applicable to the application include Lot Coverage and Setbacks. The Lot Coverage Standard is a Maximum Coverage of 35 percent, inclusive of structures and paved area. The project area is 1.77 acres, or 77,101 square feet. See sheet C-2 for new impervious area. The Setback Standards is 10 feet for front, street side and rear yards and 5 feet for interior yards. Proposed setbacks exceed those minimum setbacks. (See Plan Set.) SDC 3.3-500 HILLSIDE DEVELOPMENT OVERLAYDISTRICT (Applicable to all six tax lots as portions of each of the six lots has some area over 15% slope) 1. SDC 3.3-510 Applicability The HD Overlay District is applied in residential zoning districts above 670 feet elevation or to development areas below 670 feet in elevation where any portion of the development area exceeds 15 percent slope as determined using the slope calculation described in Subsection 3.3-520A. Response: Portions of the development site exceed 15 percent slopes. Therefore, the HD Overlay District applies. See Hillside Development Overlay District application submitted concurrently with this application. SDC CHAPTER 4 DEVELOPMENT STANDARDS (Applicable to all six tax lots) 1. SDC 4.2-120 Site Access and Driveways A. Site Access and Driveways - General. 1. All developed lots/parcels shall have an approved access provided by either direct access to a: a. Public street or alley along the frontage of the property; b. Private street that connects to the public street system; c. Public street by an irrevocable joint use/access easement serving the subject property that has been approved by the City Attorney, where: I. A private driveway is required in lieu of a panhandle driveway, or fl. Combined access for 2 or more lots/parcels is required to reduce the number of driveways along a street. Response: The subject property receives direct access from South 66th Place (a public street) by an existing variable width access and utility easement serving the subject property. The easement is for the benefit of Tax Lots 6000, 6100, 6200, 6400, 6500, and The Satre Group • 375 West 0 Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w vsatrearoue.com Springfield Utility Board - South Hills 3'd Level Reservoir Replacement Page 8 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 Mav19 2022 SUB and exists to grant an easement for a water line, private access and private utilities over and across the above-mentioned Tax Lots. B. Driveway access to local streets is generally encouraged in preference to streets of higher classification. Response: The subject property fronts local streets South 661h Place and Jessica Drive. The 3'° Level Reservoir takes access from South 6611, Place via the variable width access and utility easement noted above. C. Driveways shall be designed to allow safe and efficient vehicular ingress and egress as specified in Tables 4.2-2 through 4.24 and the City's Engineering Design Standards and Procedures Manual and the Public Works Standard Construction Specifications. SDC Table 4.2-2 Driveway Design Specifications 2 -Way Driveway Width - Industrial Required: 24 feet minimum, 35 feet maximum. Transition Width Required: 8 feet minimum, no maximum. Driveway Throat Depth Required: 18 feet Response: There is an existing curb out and driveway on the boundary between Tax Lots 6100 and 6200. this driveway connects to a private access and utility easement and provides access to the 31d Level Reservoir. The driveway has an 8' minimum transition width and a paved throat depth of 18 feet (the first 18 feet of the driveway is paved in accordance with SDC Table 4.2.2, Footnote 3). SDC Table 4.2-3 Curb Return Driveway Design Specifications Response: The driveway does not include a curb -return. Thus, this standard does not apply. SDC Table 4.2-4 Minimum Separations between a Driveway and the Nearest Intersection Curb Return on the Same Side of the Street* Multifamily Residential Required: Local Street: 150 feet. Response: The driveway does not include a curb -return. This standard does not apply. 2. SDC 4.2-125 Intersections Intersections shall be designed and constructed as specified in the City's Engineering Design Standards and Procedures Manual and the following requirements. A. In order to minimize traffic conflicts and provide for efficient traffic signalization, intersections involving curb return driveways and streets, whether public or private, shall be directly opposed, unless a Traffic Impact Study indicates that an offset intersection benefits public safety to a greater degree. Response: The proposed development does not include a curb return driveway. B. Streets shall be laid out so as to intersect as nearly as possible at right angles. The angle of intersection between 2 intersecting streets shall be at least 80 degrees. At intersections, each local street shall be straight or have a radius greater than 400 feet for a distance of 100 feet from each intersection. At The Satre Group - 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w ,satredrouu.com Spnngfield Utility Board - South Hills 3rd Level Reservoir Replacement Page 9 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 intersections, each collector or arterial street shall be straight or have a radius greater than 600 feet for a distance of 100 feet from each intersection. Response: The application does not propose any new streets. 3. SDC 4.2-130 Vision Clearance A. All comer lots/parcels shall maintain a clear area at each access to a public street.... Response: The proposed development area includes a corner lot/parcel. No screen or physical obstruction will be placed in the 2 % by 8' vertical vision clearance area in the 10' by 10' vision clearance triangle at the driveways on Tax Lot 6100 and 6200. No screen or physical obstruction will be placed in the 2'1/ by 8' vertical vision clearance area in the 25' by 25' vision clearance triangle at the street corner on Tax Lot 6200. SDC 4.2-135 Sidewalks A. Sidewalks and planter strips abutting public streets shall be located wholly within the public street right -of --way, unless otherwise approved by the Public Works Director. B. Sidewalks shall be designed, constructed, replaced or repaired as specified in the City's Engineering Design Standards and Procedures Manual, the Public Works Standard Construction Specifications and the Springfield Municipal Code, 1997. New sidewalk design shall be consistent with existing sidewalk design in the same block in relation to width and type C. Planter strips may be required as part of sidewalk construction. Planter strips shall be at least 4.5 feet wide and long enough to allow the tree to survive. Maximum planter strip width is dependent upon the type of tree selected as specified in the City's Engineering Design Standards and Procedures Manual. Response: The 3r' Level Reservoir has existing street frontage on Jessica Drive. A curb- side sidewalk was constructed along the pump station frontage on 66th at the time the pump station was constructed. No additional sidewalk is proposed. 5. SDC 4.2-140 Street Trees B. Existing street trees are to be retained. If removed, they must have a permit to do so and be replaced with a new tree. Response: There are existing street trees along South 66th Place in front of the recently constructed pump station. These will not be removed. There are no existing street trees along Jessica Drive. 6. SDC 4.2-145 Street Lighting Public street lighting design and placement is specified in the City's Engineering Design Standards and Procedures Manual and the Public Works Standard Construction Specifications and is approved by the Public Works Director. A. Street Lighting shall be included with all new developments or redevelopment. Existing street lights shall be upgraded to current lighting standards with all new developments or redevelopment as determined by the Public Works Director. The developer is responsible for street lighting installation costs. Response: South 66th Place and Jessica Drive are improved with a paved roadway, curb and gutter and streetlights. Sidewalk and landscaped strip also exist along the pump station frontage. As streetlights exist, this standard is met. The Satre Group • 375 West 4t" Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w c,dracmuo.com Springfield Utility Board - South Hills 3- Level Reservoir Replacement Page 10 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 7. SDC 4.3-105 Sanitary Sewers A. Sanitary sewers shall be installed to serve each new development within the city limits and to connect developments to existing mains... Response: Existing sanitary infrastructure exists in South 661h Place and Jessica Drive. Thus, sanitary sewer service is available to the subject property. (Although service is available, the proposed development does not need sanitary service and does not plan to extend service into the site.) S. SDC 4.3-110 Stormwater Management B. The approval authority shall grant development approval only where adequate public and/or private stormwater management system provisions have been made as determined by the Public Works Director, consistent with the policies set forth in the Stormwater Management Plan and the Engineering Design Standards and Procedures Manual. The stormwater management system shall be separated from any sanitary sewer system. Surface water drainage patterns shall be addressed on every Preliminary Site Plan, Tentative Partition or Subdivision Plan. C. A stormwater management system shall accommodate potential run-off from its entire upstream drainage area, whether inside or outside the development. The Public Works Director shall determine the necessary size of the facility, based on adopted Public Facility Plans and Stormwater Facility Master Plans. The developer shall pay a proportional share of the cost according to adopted City Council policy. D. Run-off from a development shall be directed to an approved stormwater management system with sufficient capacity to accept the discharge. Where the Public Works Director determines that additional run-off resulting from the development will overload an existing stormwater management system, the Approval Authority shall withhold Development Approval until provisions, consistent with the Engineering Design Standards and Procedures manual, have been made to correct or mitigate the condition. Response: There is existing stormwater infrastructure in South 661h Place and Jessica Drive. An on-site stormwater collection system will be constructed. Any additional stormwater runoff from the development site to the existing system will not exceed the carrying capacity of the system. See accompanying Stormwater Management Plan and plan set for additional information. E. Any development with a stormwater threshold management requirement of 1,000 square feet of impervious surface area shall be required to employ stormwater management practices consistent with the Springfield Engineering Design Standards and Procedures Manual, which minimize the amount and rate of surface water runoff into receiving streams. Response: The onsite stormwater system will include stormwater management practices consistent with the Springfield Engineering Design Standards and Procedures Manual. See accompanying Stormwater Management Plan and plan set for additional information. F. Identification of Water Quality Limited Watercourses. Response: There are no Water Quality Limited Watercourses on the development site. Therefore, this standard does not apply. G. Protection of Riparian Area Functions. Response: There are no Water Quality Limited Watercourses on the development site, therefore there are no riparian areas to protect. This standard does not apply. The Satre Group - 375 West4° Avenue, Suite 201, Eugene, OR 97401 • (541) 686-4540 • w.vv aatmrimuo.com Springfield Utility Board — South Hills TO Level Reservoir Replacement Page 11 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 9. SDC 4.3-125 Underground Placement of Utilities; and SDC 4.3-130 Water Service and Fire Protection Response: New utilities associated with the project will be placed underground. Water services is available from South 66'" Place and Jessica Drive. An existing fire hydrant is located on the north side of Jessica near the southwest comer of the 3'0 Level Reservoir. 10. SDC 4.3-140 Public Easements A. Utility Easements. The applicant shall make arrangements with the City and each utility provider for the dedication of utility easements necessary to fully service the development or land beyond the development area as necessary. The minimum width for public utility easements adjacent to street rights-of-way shall be 7 feet. The minimum width for all other public utility easements shall also be 7 feet. However, the utility provider or the Public Works Director may require a larger easement for major water mains, major electric power transmission lines.., or in any other situation to allow maintenance vehicles to set up and perform the required maintenance or to accommodate multiple utility lines. Where feasible, utility easements shall be centered on a IoUparcel line. Response: A number of easements are already in existence related to the subject property and proposed project. Should additional easements be required, the applicant shall make arrangements as needed. 11. SDC 4.4-105 Landscaping A. Three types of landscaping may be required.- 1. Landscaping standards for private property as specified in this Section and other Sections of this Code. 2. Street trees in the public right-of-way as specified in Section 4.2-140. 3. Curbside planter strips in the public right-of-way as specified in 4.2-135. B. Unless otherwise specified in this Code all required setback areas and parking lot planting areas shall be landscaped. Response: Required setbacks include 10 feet at the front lot line for buildings and 5 feet at front, interior side and rear yards for parking, driveway and outdoor storage. These setback areas are already landscaped (i.e., at the recently constructed pump station) or are landscaped with existing hillside vegetation. (See Plan Set.) Interior to the 3b Level Reservoir site, there will be some disturbed areas as the proposed reservoir and utility infrastructure is constructed. These areas will be landscaped with meadow grass that is drought resistant and does not need irrigation'. A minimum of 65 of required planting areas will be covered with living plant material within 5 years of installation. There will be some areas of tree removal. See Tree Felling Plan (Sheet TF1.0). These will be interior to the site, where the reservoir will be constructed. Existing trees along street frontage to the west, at the southwest comer and along the adjacent property to the north and east will remain. 12. SDC 4.4-110 Screening; and SDC 4.4-115 Fencing A. Screening shall be required 1. Where commercial and industrial districts abut residential districts and no approved screening exists; 2. For outdoor mechanical ' The seed mix will be installed onto native sail. As the native soil contains existing seek banks of native trees and other plant material that can recolon¢e the disturbed portions of the site after project completion. The Satre Gmup • 375 West 41° Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • wwwsatmarouo.com Springfield Utility Board - South Hills 3'd Level Reservoir Replacement Page 12 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 devices and minor and major public facilities; 3. For outdoor storage areas abutting residential districts; 4. For trash receptacles. Response: The development is in a residential district. There are no proposed outdoor mechanical devices. There are no outdoor storage yards or areas. There are no trash receptacles. The recently constructed pump station was screened to meet this standard. Improvements associated with this application are either underground or are screened with existing vegetation or will be screened with new plantings (see B below). B. Screening shall be vegetative, earthen and/or structural and be designed to minimize visual and audible incompatible uses from adjacent properties... Response: An existing 6' tall chain link fence with 3 strands of barbed wire surrounds the perimeter of the 3,d level reservoir site; the chain-link fence is black powder -coated chain link. Screening is provided as follows: • To the west: Existing trees and landscaping provide screening along South 66d' Place right-of-way where the recently constructed pump station is located. • To the southwest (at the comer of South 66th Place and Jessica Drive): The corner of the site does not contain any improvements, nor are any currently planned. Existing trees and ground vegetation will remain. • To the south along the improved portion of Jessica Drive: There will be new trees planted along the improved portion of the Jessica Drive right-of-way. These new Jessica Drive trees will be one to two -foot high at the time of planting. As they are native species, planted on a north facing slope, they are expected to survive. Using small one -to -two -foot trees has been previously approved for a SUB reservoir project (See TYP216-00014). • To the south, east of the terminus of Jessica Drive: As Jessica Drive right-of-way along the south side of the subject property terminates at the southeast corner of tax lot 6500, future improvements, including right-of-way, public street, etc, do not exist and are not planned to exist (but for an easterly running emergency access and slope easement), and as there is no residential development to the south, providing complete screening is not needed at this time, but may be revisited should residential development occur adjacent to the site in the future (See TYP214-00007). • To the east: Property to the east is undeveloped residentially zoned land. Existing implements on the subject property are to remain. No trees are to be removed. No new screening is warranted. • To the north: Property to the north is residentially zoned land, subdivided and platted as part of the adjacent MountainGate development. Existing trees on the subject property are to remain. Additional native trees are scheduled to be provided with the current improvements. 13. SDC 4.5-100 On -Site Lighting Standards; and SDC 4.5-110 Illumination and Height A. On-site lighting shall be the minimum illumination necessary for a given application including parking areas and vehicle sales areas. All exterforlight fixtures shall be shielded or recessed so that direct glare and reflection are contained within the boundaries of the property, and directed downward and away from abutting properties; public rights-of-way; and riparian, wetlands and other protected areas identified in this Code on the same property. B. Height. 1. The height of a free standing exterior light fixture shall not exceed 25 feet or the height of the principal permitted structure, whichever is less. In this case, The Satre Group • 375 West 0 Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 -w satmnroup com Springfield Utility Board — South Hills 3'° Level Reservoir Replacement Page 13 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 height is measured as the vertical distance between the paved surface and the bottom of the light fixture. Response: On-site lighting will be limited to wall mounted light fixtures attached to the reservoir(s). (See Plan Set.) 14. SDC 4.6-100 Vehicle Parking, Loading and Bicycle Standards. Response: The proposal will meet the standards of Section 4.6-105 through 4.6-125 Vehicle Parking, Section 4.6-130 through 4.6-135 Loading Areas and Section 4.6-140 through 4.6- 155 Bicycle Parking. • Section 4.6-105 through 4.6-125 Vehicle Parking — This is a major public utility facility. It is not open to the public. There are no customers or visitors. The only vehicles that will be accessing the site will be maintenance and repair vehicles from the utility facility owner. There is no parking needed. Thus, this standard does not apply. • Section 4.6-130 through 4.6-135 Loading Areas — The need is not so much for loading areas as it is for staging areas for on-site work activity. In this regard, a gravel surface area is provided from South 66 Place to the reservoir site. These areas meet or exceed the minimum width of 10 feet, minimum length of 25 feet and minimum clear vertical height of 14 feet. In this regard, this standard is met. • Section 4.6-140 through 4.6-155 Bicycle Parking —This facility is not open to the public. Individuals accessing the site will be utility employees in maintenance and repair vehicles. Thus, this standard does not apply. 15. SDC 4.7-160 High Impact Public Facilities. A. The facility shall be designated on the Metro Plan's Public Facilities and Services Plan or be approved in accordance with a Type 111 review procedure (Discretionary Use). Response: As noted above, the TO Level Reservoir Site is considered a Hight Impact Public Facility per SDC 6.1-110 and the Public Facilities and Services Plan states that SUB will "add upper-level reservoirs) for the 3r°, 4th, and 5th level". B. The facility shall be screened as specified in Section 4.4-100. Response: See response to SDC 4.4-110 above. C. In residential districts, a minimum of 25 percent of the lotlparcel shall be landscaped. Response: A minimum of 76% of the site will be landscaped with trees and grasses. See Landscape Plan. D. Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. Response: The facility does not front on or take access from an ODOT facility or a collector or arterial street (South 66th Place and Jessica Drive are local streets). The existing driveway meets intersection standards. Bicycle and transit facilities do not exist in the immediate neighborhood and no demand for such will be generated by this development. The Satre Group • 375 West 4" Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • w setrwmuo.com Springfield Utility Board - South Hills 3t° Level Reservoir Replacement Page 14 of 14 Site Plan Review Map 18-02-03-00, Lot 302 and Map 18-02-03-10, Lots 6000, 6100, 6200, 6400 and 6500 E Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas; other riparian areas and wetlands specified in Section 4.3-117; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. Response: Of the physical features listed in this criterion, the following features and how the proposal addresses those is as follows: • Steep Slopes with unstable soil or geologic conditions. There are steep slopes on the site but no unstable soils or geologic conditions. A copy of the geotechnical report is included in the application packet. • Areas with susceptibility of flooding. There are no areas susceptible to flooding. • Significant clusters of trees and shrubs. There are a few trees and shrubs on the property. Trees have been surveyed are shown on the plan set. Trees to be removed are shown on the plan set. A significant portion of the subject property will not be disturbed. Of the disturbed areas interior to the site, native grasses will be planted. • Watercourses shown on the WQLW Map and their associates riparian areas. There are no watercourses on the site. • Other riparian areas and wetlands. There are no riparian areas or wetlands. • Rock outcroppings. There are no areas of rock outcroppings • Open spaces. As it is defined in the Springfield Development code, there are no open spaces on the site. • Areas of historic and/or archeological significance. There are no known historic or archeological areas on the site. 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 3r° Level Reservoir project meets the Site Plan Review 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 ricopsatrearouo.com. Sincerely, RCck,Satrei Rick Satre, AICP, ASLA, CSI, Principal I Partner The Satre Group The Satre Group • 375 West 4'h Avenue, Suite 201, Eugene, OR 97401 • (541) 6864540 • wrmv satrenr uy ccm Stainless Steel Tool -Loss Access Max Weight= 73 lbs (33 kg) to Electrical Housing (TL) Max EPA = 3.8 W (0.35 rl HL Listed Wet Location 0 Q Die Cast Aluminum -J Housing and Door Adjustable Kndckle nvn�� Fitter with Wireway 25.1 10.2 [638mm] [259mm] w Y U � � U n N [a]o8m.5 ml � n 27.9 0 = !n []01ey J� Ie00Po9ffm ® t oEp KNUCKLE MOUNT43 Customer Prefer (Most Frequently Ordered Catalog Numbers) AS PLLEDs 5K 1oA As ss 1 K GPPLLED 9 4K 10A AS 65 1 K HP TL -'° z FILLED } NumberMLED'S Color Tem rafure OirveCwrenf Vollae a re ator pal ]=]Modules OA=1050 mA Driver FT= Auto_sensmg a's&am.z 8=8 Modules 4K -4,000K CCT ]Voltage 120 thm 2]] xs`'sd 9= o ue 5K=5,000K CCT sensing Sua3.�d4'� Voltage(347 thou 480) gas-al'a-qi �ai 39.�199�m `5'.4z P•96a2 Seam palan MounOng IIL Category Calor gay .&yF 44= 4x4 (prismatic glass) 1=Tenon Sli atter Knuckle 3G K=WetrLeocations BP=Black Supertlureble �-a.8.�° Z 45= 4x5 (prismatic glass) 3= Yoke Stainless Steel 2G with Epoxy Primer .BSmo k€sx 4=Yoke Galvanized 2G GP=Grey Supelumble De�,bo fi5=6x5 uratic lass S=Yoke Stainless Steel 3GwdhE Primer g�=g- 66= 6xb(prismatic glass) 6= Yoke Galvanized 3G HP= Graphite Superrim.N. =Nhui H W with Epoxy Primer O WP = White Superdurable Z with Epoxy Primer Z O ZP=Bonzemoble Z with Epoxyoxy Primer W J Ce N J a 0 a O N Cord Len[M1 O io CON Ty e 0 tions Accessories K 04=4ftCor. 12=1 of Len gN 6Gage,3 actor See Sheet Sea Sheet 05 = 5 ft Cord Len,[ -15 ft Cord Length 43 = 1 Conductor Z 06 = 6 ft Cord Le 0 ft Card Length 23- Gage, ontluctor w bj w 08=aft eogth 25=25 ILangth j Q 10= Col Length 30=30ftCo Oro 0 0 of 3 Options and Accessories Op[rons DM = 0-10V Dimmable Driver F1 -Single Fusing F2= Double Fusing NL = NEMA Label POLI = DLL Photocontrcl 120-277V PCL3 = DLL Photocontrcl 347V PCL4 = DLL Photocontrcl 480V PCSS = DSS Photocontrol 120-277V P3 = Std 3 -Pin Photccontrol Receptacle P5 = 5 -Pin Photccontrol Receptacle P7 = 7 -Pin Photocontrcl Receptacle 'SH=Shortin Ca TL -Tool-less Envy with Latches Accessories PLLED FV -BP = Full Visor, Black PILLED FV -GP = Full Visor, Gray PLLED FV -HP - Full Visor, Graphite PILLED FV -WP = Full Visor, White PULED FV-ZP = Full Visor, Bronze PLLED UBV-BP = Upper/Bottom Visor, Black PULED UBV-GP = Upper/Bottom Visor, Gray PULED UBV-HP=UpperlBottom Visor, Graphite PLLED UBV-WP=UpperlBottom Visor, White PLLED UBV-ZP = Upper/Bottom Visor, Bronze PLLED VG = Vandal Gust PLLED WG = Wire Guard 08657 -BP - Yoke to 2.375" OD Tenon Adaptor, Black 08657 -GP = Yoke to 2.375" OD Tenon Adaptor, Gray 08657 -HP = Yoke to 2.375" OD Tenon Adaptor, Graphite 08657 -WP = Yoke to 2.375" OD Tenon Adaptor, White 08657-ZP = Yoke to 2.375" OD Tenon Adaptor, Bronze 08775 -BP =Yoke to 2.375" OD Tenon Adaptor wl Photccontrol Receptacle,Black 08775 -GP = Yoke to 2.375" OD Tenon Adaptor wl PhotoconVol Receptacle, Gay 08775 -HP = Yoke to 2.375" OD Tenon Adaptor wl Photccontrol Receptacle, Graphi 08775 -WP = Yoke to 2.375" OD Tenon Adaptor w/ Photocontrcl Receptacle, White 08775-ZP = Yoke to 2.375" OD Tenon Adaptor wl Photocontrol Receptacle, Bronze Notes: 1. Only available with SS Yoke (3). 2. Not available with Marine (L). 3. Not available with tenon s[ipftter mounting option. 151, �. lL:==-- - i29.0 [737m7mm] 26.4 [670.m] 1 20.3 520.3 T- 5 [292mm] 3G YOKE MOUNT 6.4 [i62mm 187 [475mm] I 10.6 [269mm] 2G YOKE MOUNT Cord Entry Mounting Yoke with (2) Clearance Holes for 3l8" Die. Bons, 2.0" [51 mm] Apart c V M as 58j, -83"i$H 8m�6':fi g�z4 gy�3�p `t��6a8 8ai �_stl�'e<F $-4''"s5n €9>;,3Ser�3 s=�P66m-w. 1 4- ,a Va§ M 6.4 [162mm] Cord Entry 22.5 to [571.5mm] Mounting Yoke with (2) 10.6 Clearance Holes for 3/8° 269mm Dia. Bolls, 2.0" [51 mm] Apart 3G YOKE MOUNT 6.4 [i62mm 187 [475mm] I 10.6 [269mm] 2G YOKE MOUNT Cord Entry Mounting Yoke with (2) Clearance Holes for 3l8" Die. Bons, 2.0" [51 mm] Apart c V M as 58j, -83"i$H 8m�6':fi g�z4 gy�3�p `t��6a8 8ai �_stl�'e<F $-4''"s5n €9>;,3Ser�3 s=�P66m-w. 1 4- ,a Va§ M Performance Specification Optical Performance of the PLLED is to replace 750 -1000 waft HID product. The optical system utilizes state of the an chip on board technology with 301 4000K and 5000K color temperature choices with a 70 CRI minimum color temperature. The luminaire uses a highly specular internal reflector designed for superior field to beam ratios, uniformity and spacing. NEMA beam pattern choices of 4X4, 4X5, 5X5, 61 and 61 are available. Optional shielding is available to control uptight and light trespass. The optical enclosure is a borosilicate prismatic glass lens. Electrical Long Life: LED light engines are rated > 100,000 hours at 25C, L70. Electronic driver has a rated life of 100,000 hour at a 25C ambient. Surge protection device provides ANSI cl36.2 (10kV/5kA) Level of protection. Mechanical Rugged low copper A360 alloy die cast aluminum housing has integral heat sink fns to optimize thermal management through conductive and convection cooling. The die cast aluminum housings are painted with a super durable polyester paint finish over an epoxy primer pretreat yields a finish that achieves a scribe creepage of 8 after 5,000 hours exposure to salt spray providing durability and corrosion resistance. The luminaire is available in either knuckle mount or yoke mount. The knuckle mount is adjustable and is designed to ft 2.375 inch to 2.875 inch tenons. The yoke mount is available in either galvanized steel or stainless steel. The luminaire comes standard prewired eliminating the lineman from opening the unit during installation. The knuckle version is pre -wired to the wiring chamber at the fitter. The yoke mount has provision for a pre -wired cord drop to specified length in the ordering information. The luminaire comes standard with the door frame bolted to the housing. Optional tool less stainless steel latches are available to allow easy access to LED drivers, surge protection, and optional terminal block. The optical enclosure is sealed and gasketed to an IP66 rating. Controls The NEMA three pin, five pin & seven pin lacking -style photocontrol receptacles are available. Dimming version uses proprietary Acuity Brands components to enable continuous (i dimming dawn to 10% output via the ROAM smart controls system. (sold separately) Photocontrol for solid -state lighting meets ANSI C136.10 criteria Warranty & Standards Suitable for ambient temperatures 40C to 35C. UL 1598 A wet location, UL 1598A Marine Outside Type(Salt Water) DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. Operating Characteristics JNA 4q 307 32,8]7 10] 34,Wg 113 34.W8 In 089 0.04 0.80 AS 321905 107 34,637 1]3 31 113 63 35,930 117 37 8&1 M 37,aM 123 63 351930 117 37,884 ll3 37,&W ll3 E6 35,931 117 37 822 nn 37,822 ll3 RICA qq 349 3],222 N7 39 181 112 39,181 112 0.89 06fl car, 0.S 37,254 N7 39,215 Ill 39,215 1]2 65 40746 117 428X 123 42,890 123 65 40746 117 428'0 ll3 42990 123 66 40,679 117 42,820 ll3 42,920 us 44 44,]96 15 47,151 121 47,1V 121 45 45,502 116 4] 897 122 47,89] 1R 9100 65 39145,502 116 4] 897 122 q]ffiJ 122 0.99 0.84 0.80 65 45 502 116 47897 122 47477122 66 45,426 116 47817 In 47,817 122 WARRANTY Limited warranty located at www.acuitybrands.com/CustomerResoumes/Terms and conditions.aspx NOTE Specifications subject to change without notice. Actual performance may differ as a result of end-user environment and application. Actual wattage may differ by+/- 8% when operating at nominal input voltage +1- 10%. 3/12/2020 PLLED 9 4K I OA 65 FLOOD PHOTOMETRIC REPORT ('MruliBrands.CATALOG: PILLED 9 4K 10A 65 TEST #: 107232P43 TEST LAB: SCALED PHOTOMETRY TEST NOTES: SCALED FROM ABSOLUTE TEST: 107232 N 1. CATALOG: PLLED 9 4K 10A 65 DESCRIPTION: PREDATOR LARGE LED WITH 9 COBS, 4000K COLOR TEMPERATURE, 1050MA DRIVE CURRENT, 6X5 DISTRIBUTION SERIES: PLIED LAMP OUTPUT: TOTAL LUMINAIRE LUMENS: 47897.4, ABSOLUTE PHOTOMETRY INPUT WATTAGE: 391 LUMINOUS OPENING: RECTANGLE W/LUMINOUS SIDES (L: 12.96', W: 9.6', H: 0.9") NEMA TYPE: 6 X 5 MAX CD: 33,424.6 AT HORIZONTAL: -27.5°, VERTICAL: 17.5" . — Candela Distribution Is DEandela Plot 80° 60° 40° 0° EEC: 40° -00° ■Cd: 30,002, 90% ■Cd: 13,370, 40% ■ Cd: 25,068, 75% ■ Cd: 10,027,30% <' Cd: 20,085, 60% ■ Cd: 6,685,20% ■ Cd: 16,712, SO% ■ Cd: 3,342, 10% ---- Faint of Max Cd: 33,424.6 -TEST BASED ON ABSOLUTE PHOTOMETRY WHERE LAMP LUMENS=LUMENS TOTAL. *CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCUTATED FOR ABSOLUTE PHOTOMETRY. VISUAL PHOTOMETRIC TOOL 1.2.46 COPYRIGHT 2020, ACUITY BRANDS LIGHTING, THIS PHOTOMETRIC REPORT HAS BEEN GENERATED USING METHODS RECOMMENDED BYTHE IESNA. CALCULATIONS ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THIS PHOTOMETRIC REPORT IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED, END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. THIS REPORT IS PROVIDED WITHOUT WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE. IN NO EVENT WILL ACUITY BRANDS LIGHTING BE RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF THIS REPORT. U107232P43 PUBLISH VISUAL PHOTOMETRIC TOOL PAGE 1 OF 3 www.visual-3d.Gomttcols/PhctometricViewer/DehulLaspx?ID-128216 113 3/12/2020 FLOOD PHOTOMETRIC REPORT CATALOG: PLLED 9 4K 10A 65 ZONAL LUMEN SUMMARY ZONE LUMENS % LUMINAIRE 0-30 20,569.7 42.9% 0-40 34,723.7 72.5% 0-60 46,715.1 97.5% 60-90 1,191.0 2.5% 0-90 47,906.2 100% Iuplo-MIMP_NUR v4muityBrands. LUMENS PER ZONE ZONE LUMENS %TOTAL 0-10 1,847.8 3.9% 10-20 6,482.1 13.5% 20-30 12,239.8 25.5% 3040 14,154.0 29.5% 40-50 8,612.7 18.0% 50-60 3,378.7 7.1 60-70 800.7 1.7% UT107232P43 VISUAL PHOTOMETRIC TOOL PUBLISH PAGE 2 OF 3 www.visual-3d.comttools/PhotomeVicViewer/Default.aspx?ID=128216 2/3 70-80 288.1 0.6 80-90 102.3 0.2% FLOOD SUMMARY EFFICIENCY LUMENS HORIZONTAL SPREAD VERTICAL SPREAD FIELD (10%): 95.5% 45,759.7 112.2 94.6 BEAM (50%): 74.2% 35,558.1 81.7 68.8 TOTAL: 100% 47,897.4 UT107232P43 VISUAL PHOTOMETRIC TOOL PUBLISH PAGE 2 OF 3 www.visual-3d.comttools/PhotomeVicViewer/Default.aspx?ID=128216 2/3 311212020 PLLED 9 4K 10A 65 FLOOD PHOTOMETRIC REPORT CATALOG: PLLED 9 4K 10A 65 4-rMruify8rands. CANDELA TABLE -TYPE B -90 -801-70 -60 -0 -30 -20 _-10 0 10 2� 30 40 50 60 70 80 90 90 39 45 49 49 49 4943 90 37 35 37 40 431 49 49 49 49 45 49 80 39 56� 73 92 124 190 150 1471 144 141 _144 147 _1501 140 1241 92 73 56 49 70 39 69 108 161 251 308 326 340 334 320 334 3401 326 308 251 161 108 69 49 60 39 81 150258 5107 631 648 729 634 598 634 7291 648 631 510 258 150 81 49 50 39 97 199 380 1121 17171 1954 2311 2043 1977 _ 2043 2311 1954 1717 1121 380 199 97 49 40 39 109 249 522 2683 5457 8345 8993 8866 8270 88fi6. 8993 8345.1 5457 2683 522 249 109 49 30 39 124 291 836 5600 12596 21300 22576 23740 24691 23740 22576 21300 12596 5600 836 291 1241 49 20 39 135 328 1147 8284 17090 31799 29362 27796 27797 27796 29362 31799 17090 8284 1147 328 135 49 10 391 141 354 1431 9316 15638 29666 24950 22504 22269 22504 24950 296fi6 15638 F9316 1431 354 141 49 0 39F141 363 1465 9284 13174 26215f_19990 19058 18788 19058 19996 2fi215 13174 9284 1465 363 141 49 -10 39 141 350 1441 9471 15676 29480 24489 21812 20468 21812 2_4489 29480 15676 9471 1441 350 141 49 -20 39 134 326 1147 7912 16972 30375 29127 27320 27293 27320 29127 30375 16972 7912 1147 326 134 49 -30 39 124 287 811 5106 12397 20814 22550 23930 25786 23930 22550 20814 12397 5106 811 287 124 49 -40 39 108 245 _519 2471 5368 8203 8924 9012_ 9559 9012 8924 8203 5368 2471 519 245 108 49 -50 39 94 199 379 1046 1774 1884 2184 1896 19361 1896 2184 18841 17741046 379 199 94 49 -60. 39 79 151 2511 475J 556 579 677 604 6151 604 _677 579, 556 47_5_ 251 151 79 49 -70 39 68 107 156 231 277 318 346 352 362 352 34fi 318 277 231 156 1071 fib 49 -80 39 56 791, 115 130 144 150 154 1561 154 150 144 130[ L15 91 75 6. 49 `90 39 42' 49 43 52. 46 46 37y 35 39 35 37 46 46 52 431 9L 42 49 L107232P43 . VISOAL PHOTOMETRIC TOOL PUBLISH PAGE 3 OF 3 www.visual-3d.comftools/PhotometicViewer/Default.aspx?ID=128216 3l3