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HomeMy WebLinkAboutApplication APPLICANT 3/20/2023City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Floodplain Overlay District Development SPRINGFIELD I& #A, Required Project Information (Applicant. complete this section) Applicant Name:Laura Farthing Phone:541-685-7464 Com an :EWER Email:laura.farthing@eweb.org Address:4200 Roosevelt Blvd Applicant's Rep.: Phone: Company: Email: Address: Property Owner:City of Springfield Phone: Company: Email: Address: 225 5th St, Springfield, OR ASSESSOR'S MAP NO: 17-02-30 & 17-02-29 TAX LOT NOS :00401 $t 02901 Property Address:Oxbow Natural Area (Near 42nd and 126) Size of Property: combined 55.28 (47.73 and 7.55 acres) Acres 0 Square Feet ❑ tonin :Public Land and Open Space Existing Use:natural area Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Installing a 3'8" scl enclosure on a concrete pad with a cable in a pipe to the slough Si natures: Please sign and print your name and date in the appropriate box on the next pace. Required Property Information (City Intake Staff. complete this section) Associated Cases: Case No.:811-23-000053-TYP1 Date: Reviewed by.. SIM Application Fee: $2169 Technical Fee: $ Posta a Fee: $0 TOTAL FEES: $ PROJECT NUMBER: Revised 3/9/22 Sandy Belson 1 of 4 Signatures The undersigned acknowledges that the information in this application is correct and accurate. Date: slgnazure Laura Farthi Print If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. Owner: Date: Signature Print Revised 3/9/22 Sandy Belson 2 of 4 Floodplain Overlay District Development Application Process 1. Applicant Submits a Floodplain Overlay District Development Application to the Development & Public Works Department The application must conform to the Floodplain Overlay District Development Submittal Requirements Checklist on page 4 of this application packet. Planning Division staff screen the submittal at the front counter to determine whether all required items listed in the Floodplain 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 staff conduct 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 deemed complete until all information as required by SDC 3.3.435(B), including 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 • Floodplain development approval is a Type I decision and thus is made without public notice and without a public hearing since there are clear and objective approval criteria and/or development standards that do not require the use of discretion. • Decisions address all the applicable approval criteria and/or development standards. • Applications may be approved, approved with conditions, or denied based on the findings of fact showing compliance/non-compliance with the floodplain development standards in SDC 3.3.430. • 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 and may not be appealed. 4. Next Steps • Approval of a floodplain development permit is required before construction or development begins within any area of special flood hazard established in SDC 3.3.420(B). Upon placement of the lowest floor of a structure (including basement) but prior to further vertical construction, applicant must obtain documentation, prepared and sealed by a professional licensed surveyor or engineer, certifying the elevation (in relation to mean sea level) of the lowest floor (including basement). • Where base flood elevation data are utilized, the applicant must obtain As -built certification of the elevation (in relation to mean sea level) of the lowest floor (including basement) prepared and sealed by a professional licensed surveyor or engineer, prior to the final inspection. Revised 3/9/22 Sandy Belson 3 of 4 Floodplain 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. 0 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 and on the city's website. The applicable application, technology, and postage fees are collected at the time of complete application submittal. 0 Floodplain Development Application Form 0 Property Ownership or Control - a copy of the deed to the property, present lease agreement, or other evidence showing the applicant is exclusive ownership or control of the property, or has consent of all owners to act on their behalf. 0 Narrative explaining the proposal and any additional information that may have a bearing on the action to be taken, including findings demonstrating compliance with the Floodplain Overlay District Development Standards described in SDC 3.3.430. 0 Three (3) Copies of a Plot Plan drawn to scale to include: ❑ The nature, location, dimensions, and elevations of the development area ❑ Name, location, and dimensions of all existing and proposed structures ❑ Name, location, and dimensions and amount of fill and/or excavations ❑ Name, location, and dimensions of all storage of materials ❑ Name, location, and dimensions of all drainage facilities ❑ Base flood elevation area ❑ Elevation in relation to mean sea level ❑ Of the natural grade(s) of the proposed development area (for structures, show elevations at the corners of the proposed structures) prior to excavation or the placement of fill ❑ Of the lowest floor (including basement) of all structures and all attendant utilities of all new and substantially improved structures (in accordance with SDC 3.3.425(C)(2) ❑ To which any structure has been flood -proofed ❑ Other Permits - Copies of required local, state, and federal permits ❑ Floodproofing Certification - Provide certification by a registered professional engineer or architect licensed in the State of Oregon that flood -proofing methods for any non- residential structure meet the flood -proofing criteria for non-residential structures in SDC 3.3.430(B)(3)(c). ❑ Floodway - Certification by a registered professional engineer demonstrating through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that proposed encroachment(s) will not result in any increase in flood levels within the community during the occurrence of the base flood discharge (unless a CLOMR is approved by FEMA). ❑ Watercourse - Description of the extent to which any watercourse will be altered or relocated. 0 Base Flood Elevation data for subdivision proposals or other development when required per SDC 3.3.425(C)(1) and SDC 3.3.430(A)(7) ❑ Substantial Improvement Calculation for any improvement, addition, reconstruction, renovation, or rehabilitation of an existing structure Revised 3/9/22 Sandy Belson 4 of 4 MEMORANDUM EWEB EUGENE WATER & ELECTRIC BOARD WATER ENGINEERING 7CF.CA/G'Y� l.N. DATE: March 15, 2023 TO: City of Springfield FROM: Laura Farthing SUBJECT: Floodplain Development Permit Narrative This memorandum (memo) serves as the Eugene Water & Electric Board's (EWEB) narrative for a Floodplain Development Permit for a new Water Quality Monitoring Enclosure located near 42"^ and Highway 126 in Springfield, OR. NARRATVIE The Eugene Water & Electric Board is proposing the installation of a water quality monitoring station/enclosure on the Keizer Slough within the Obxow Natural Area. EWEB's only raw water intake is indirectly connected to Keizer Slough and as such the water quality in the slough has the potential to impact operation of the intake and the treatment plant which is the sole source of water for the entire community of Eugene. The water quality monitoring station will provide valuable water quality data that will alert EWEB operators to any spills or degradation of quality prior to reaching the raw water intake. In addition, the historical data will be available to generate long term trends in water quality. The installation is part of EWEB's source water protection program which has installed these same monitoring stations at multiple locations on the McKenzie River. The water quality monitoring equipment will be mounted inside a 3'8" x 3'8"x 4'4" tall fiberglass enclosure (see Attachment 1). There will be a 4 -inch diameter stainless steel pipe that will be exposed and be used to protect the cable and water quality monitoring probe. The enclosure will be installed near the bridge over Keizer Slough and will be located within the Willamette River Floodway. The slab will be installed at an elevation of 478 above rust based on NAVD 88. The water quality monitoring station is in Zone AE and has a determined 100 -year flood elevation between 475 and 476 NAVD 29 (which per the surveyor is approximately 2.6 ft lower than NAVD 88) see attached FEMA map included as Attachment 2. The fiberglass enclosure will be surrounded by a black chain link fence which will allow flood water to pass through. The enclosure is floodproof because it is constructed from fiberglass, the equipment inside will be mounted to the enclosure. The enclosure will be secured to the concrete slab with four ''A" diameter 4 ''A" long wedge anchors which will secure the structure during a flood. The enclosure also has a vent opening that will allow any water that enters the enclosure during a flood to drain out. It is not required that the equipment survive a flooding event. The following sections of this memo will address specific development code requirements for Appurtenant (Accessory) Structures. SC 3.3.430 DEVELOPMENT STANDARDS 3.3.430(A)(1) Alteration of Watercourse This install will not affect the watercourse because of its small size. The City of Springfield staff has confirmed a No Rise Analysis is not required for this installation. 3.3430(A)(2) Anchoring The enclosure, piping, and equipment will be anchored to prevent floatation. The enclosure will be mounted to a concrete slab using ''A" diameter 4 ''A" long wedge anchors. The equipment will be mounted to a back panel in the enclosure. The pipe will be anchored to the bridge abutment with wedge anchors. 3.3.430(A)(3) Construction Materials and Methods The enclosure is fiberglass and is therefore a flood resistant material. It is not anticipated or required that the equipment survive a flooding event. The cable and water quality probe will be housed in a stainless-steel pipe which is floodproof. 3.3.430(A)(4) — (7) Utilities and Equipment All equipment in the enclosure will be mounted above the base flood elevation. There are no requirements for water, sanitary, waste disposal systems, streets or subdivisions. 3.3.430(A)(8) Base Flood Data Base Flood Elevation has been determined for this area per the attached FEMA map. 3.3430(A)(9) Structures Located in Multiple or Partial Flood Zones Not applicable, the enclosure is in one flood zone. 3.430(B)(1) Flood Openings The enclosure has a louvered opening although the enclosure is located above base flood elevation. 3.430(B)(2) Garages Not applicable the installation does not include any garages. 3.430(B)(3) Special Flood Hazard Areas with Base Flood Elevation A no rise analysis is not required for this installation. Installation is considered an Appurtenant Structure. OWNERSHIP The land where this monitoring station will be constructed is owned by the City of Springfield and leased by Willamalane Park and Recreation Office. The work is being done in accordance with an intergovernmental agreement (IGA) signed on May 9m, 2022. The IGA is attached as Attachment 3. ATTACHMENT 1 2 7 7 0 4 m PROJECT SPECIFIC NOTES: 1. 12' THICK CONCRETE SLAB WITH #4 REBAR 1Y ON CENTER. CONSTRUCT A 8' NICK CRUSHED 3/4'-0 GRAVEL PAD. 2. ANCHOR THE FIBERGLASS ENCLOSURE TO THE SLAB USING FOUR 1/2' DIAMETER 4 1/2' LONG WEDGE ANCHORS. 3. PROMDE 8' TALL BLACK CHAIN LINK FENCE WITH A SINGLE LEAF MAN -GATE AND ONE POST 12' HIGH ABOVE FINISHED GRADE TO FACIUTATE INSTALLATION OF A SOLAR PANEL. GENERAL NOTES: 1. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER SET FORTH IN OM 925001-0090. CALL I-800-322-2319 TO NOTIFY THE CENTER AT LEAST 2 BUSINESS DAM BUT NOT MORE THAN 10 BUSINESS DAYS. BEFORE COMMENCING AN EXCAVATION TO COMPLY. 2 THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITES SHOWN ON THE PLANS ARE BASED ON A FIELD SURVEY AND INFORMATION SUPPLIED BY UTILITY COMPANIES. FIELD VMFY LOCATIONS. ELEVATIONS. TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING. ADJUST NEW PIPING AS REQUIRED. POTHOUNG AND TRENCH EXCAVATION SHALL PRECEDE LAYING OF PIPE TO ALLOW REWIRED ELEVATION AND AUGNMENT ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK. DEFLECT PIPE TO ADJUST ELEVATIONS AND ALIGNMENT WHEN POSSIBLE. ADJUSTMENTS SHALL BE EXPECTED AND CONSIDERED INCIDENTAL NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT SHOWN ON NE PLANS. 3. KEEP EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITES IS REWIRED. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO OWNER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FM THE RELOCATION OF ANY UTILITIES IN CONFLICT WITH THE PROPOSED CONSTRUCTION. MAXIMUM ALLOWABLE SHUTDOWN FOR WATER LINES AND SERVICES IS 4 HOURS UNLESS OTHERWISE APPROVED. 4. NOTIFY EACH UNDERGROUND UTILITY AT LEAST 2 DAYS PRIOR TO EXCAVATING, BORING. OR POTHOLES. S. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS. SURVEY MONUMENTS AND CONTROL PUNTS. REPLACE DAMAGED SURVEY MONUMENTS B. FIELD VERIFY THE PRECISE LOCATION. ELEVATION. AND ARRANGEMENT OF PIPELINE CONNECTION POINTS PRIOR TO FABRICATED NEW PIPING. 7. CONTRACTOR SHALL VERIFY LOCATIONS, DIMENSIONS, SIZES, ETC. OF ALL EXISTING FACILITES, EQUIPMENT h PIPING PRIOR TO THE ORDERING OR FABRICATON OF NEW FACILITIES. EQUIPMENT. PIPING AND OTHER ITEMS. S. CONTRACTOR SHALL RESTORE ANY EXISTING FACIUTES OR STRUCTURES THAT ARE DISTURBED. DAMAGED, OR REMOVED DURING CONSTRUCTION TO PRECONSTRUCTION CONDITIONS. 9. HORIZONTAL COORDINATES ARE BASED ON NAD W. VERTICAL ELEVATIONS ARE BASED ON NVGD 88. 0711% a olylulN syxw s 7 n 4 m OG OREGON <9 EMBER 1TI GRq ✓. FPR'(Yt' EXPIRES 12/31/2023 ,OWORK 2001239 SCAIF: AS NOTED 1 z O T PLAN U SCALE: 1' 10' Qz Y 7-7, .SV OATS REV6K)N DIACRIVIX)N GW6 STD CHK AW HUNC RY CHK AVV WATER SYSTEMS N D. FARTNING F REMOTE WATER QUALITY MONITORING GNJ KLG KEIZER SLOUGH WATER STANDARDS CHSK KEG K E W E B - LNEI 1 SITE PLAN b AT ME �ioi �S—ORLL moixawl LE 0711% a olylulN syxw s 7 n 4 m OG OREGON <9 EMBER 1TI GRq ✓. FPR'(Yt' EXPIRES 12/31/2023 ,OWORK 2001239 SCAIF: AS NOTED 1 4 1) INTEGRAL FLOOR z) ANCHOR BOLTS BY OTHERS 8 1 7 6 7 LEFT ELEVATION 6 5 14, 4 n.>s ww..... n... K.W...NE (4) vm rKEY LOCKED T -HANDLE V4' (1 OF 2) -7. FRONT ELEVATION 2 1 W narxH KWTaw w mwu4m .w.a^ x io�n�e PLAN VIEW 5 ' 4 RIGHT ELEVATION MOUNTING FLANGE VENTILATION LOUVER 4) TRA CUM MOD%L52' H2OWOH WHALE BON200-91 ENCLOSURE. E6GEL COATD .ff.cua nmoucrs xo�' wcL-zoo-Oe)-ot RD A PR m STANDARDENCLOSURE SIZE CATF 7/1/04 3 2 1 TRACOY Fiberglass Enclosure For Refrigerated Sampling/Equipment Storage TRACOM fiberglass Model 200-091 enclosures are specifically - designed for many of today's taller refrigerated samplers. Made of fiberglass reinforced plastic (FRP), TRACOM enclosures are lightweight, corrosion resistant, structurally f strong and built to meet harsh environmental conditions. All Model 200-091 Enclosures Come With A Long List Of Standard Equipment, Including All stainless steel hardware Fully opening front and top access doors Self-locking door support arms Continuous stainless steel piano hinge (top door) Stainless steel strap hinges (front door) Neoprene door seals 1"thick foam core (R-7) for harsh weather protection Two lockable stainless steel T -handles Molded -in color External mounting flange (4) Fixed, screened ventilation louvers Additional Uses Of The 200-091 The 200-091 is also suitable for: chemical storage/metering, as a pump house, safety equipment storage, and a wide variety of other uses. TRACOM Offers A complete line of flumes, including: Parshall, Palmer-Bowlus,Trapezoidal, R -flume.. RBC, Cutthroat, Montana and Saniin types. • Equipment Enclosures • Single -Piece FRP Buildings Instrument Consoles • Packaged Metering Manaholes ATTACHMENT 2 INTERGOVERNMENTAL AGREEMENT FOR WATER QUALITY MONITORING AT MCKENZIE RIVER OXBOW NATURAL AREA SPRINGFIELD CONTRACT MC3035 BETWEEN: CITY OF SPRINGFIELD, a municipal corporation of the State of Oregon ("City") AND: WILLAMALANE PARK AND RECREATION DISTRICT, a political subdivision of the State of Oregon (""RD") AND: EUGENE WATER AND ELECTRIC BOARD, a municipal utility in the State of Oregon ("EWEB") EFFECTIVE DATE: May 9" 2022 RECITALS A. ORS 190.010 provides that units of local government may enter into agreements for the performance of any and all functions and activities that any party to the agreement, its officers, or agents have authority to perform. B. City is the owner and lessor of certain real property commonly known as McKenzie River Oxbow Natural Area Site, Tax Assessor Map and Tax Lot 17-02-30-00401 and 17-02-29-02901 (the "Property'), located in Lane County, Oregon, more generally shown on Exhibit A. C. WPRD is the lessee of the Property under an Intergovernmental Agreement and 99 -year Lease Agreement with the City dated April 29, 2015, City Contract number 1535 ("Oxbow Lease Agreement"). D. The Property is within the 100 -year floodplain and a portion of the site is within the floodway. The property is zoned and designated Public Land and Open Space. E. EWEB's water intake for the Hayden Bridge Water Filtration Plant is located downstream of the Property on the McKenzie River. F. EWEB desires to locate a water quality monitoring station on the Property at Keizer Slough, in the location depicted on Exhibit B, attached hereto and incorporated by this reference. Elements of the water quality monitoring station are depicted in Exhibit A and include, without limitation, a solar panel, concrete pad, barbed wire fencing, monitoring equipment structure, and a pipe from the monitoring equipment to the low water line in Keizer Slough. NOW, THEREFORE, in consideration of the foregoing recitals, which are expressly made a part of this Agreement, the parties agree as follows: 1. Water Quality Monitoring Station. The water quality monitoring station will be located within the Property at the location depicted on Exhibit B, subject to any development approval required by the City. WPRD and City authorize EWEB, its employees, contractors, and agents to access said locations identified in Exhibits B for purposes of initial construction, maintenance, reconstruction, and ongoing operation of the water quality monitoring station. 2. Partv Responsibilities Each party agrees as follows: a. EWEB Responsibilities. EWEB will obtain all necessary development permits from the City at EWEB's cost, specifically including Floodplain Overlay Permit. ii. EWEB will arrange and pay for construction, delivery and installation of the water quality monitoring station. This includes authority to trim and properly dispose of trees and vegetation as reasonably needed to construct, access, and maintain the water quality monitoring station. iii. Following construction of the water quality monitoring station, EWEB will return the access road used for construction to the condition that existed before EWEB's work. iv. EWEB will arrange and pay for repairs to water quality monitoring station after installation. Repairs may include but are not limited to removal of graffiti and repairing or replacing signage or fencing. V. EWEB will arrange and pay for removal of the water quality monitoring station at end of life, and/or upon termination of this agreement, including removal of the concrete pad if requested by City or WPRD. vi. EWEB may arrange and pay for removal of the water quality monitoring station at any time prior to the termination of this agreement at EWEB's discretion. vii. EWEB will participate in the maintenance of the existing access road, including the trailhead access point, proportional to their share of use with the other parties and users of the access road, as determined by the City. viii. EWEB will retain ownership of the water quality monitoring station. b. City Responsibilities. City will process EWEB's development permit application(s) for the water quality monitoring station, provided however that nothing in this agreement waives any applicable requirements of the Springfield Development Code. Nothing in this agreement is to be construed as the City providing or agreeing to provide any land use, building, or other development application approval nor any defense on any subsequent appeal. {0002 6:4} ii. Should the existing maintenance access road need to be relocated during the term of this agreement to accommodate construction or reconstruction of the 42°d StreeUMarcola Road intersection or to the 42°d Street Levee (or both), City will notify EWEB and WPRD in a timely manner. The parties agree to cooperate in determining an alternative access route. C. City & WRPD Responsibilities. City and WPRD will permit EWEB access to the Property for the purpose of constructing, reconstructing, maintaining, operating, and accessing the water quality monitoring station. ii. City and WRPD will continue to maintain the property, including the existing maintenance access road, as provided in the Oxbow Lease Agreement between the City and WRPD, as to their proportional share of use. 3. Modifications. Any modifications to this Agreement must be mutually agreed upon in writing and signed by all parties. 4. Administration. Each party designates the following person as its representative for purposes of administering this Agreement. Any party may change its designated representative by giving notice to the other as provided in Paragraph 9. For CITY: Ben Gibson Development & Public Works Operations Division 201 S. 18s' Street Springfield, OR 97477 541-726-2197 bgibso0_springfield-or. gov For WPRD: Eric Adams Planning, Parks & Facilities Director Willamalane Park and Recreation District 250 S. 32nd St. Springfield, OR 97477 541-736-4048 Eric.Adams2willamalane. ore For EWEB: Susan Fricke Water Resources and Quality Assurance Supervisor 3957 Hayden Bridge Road Springfield, OR 97477 541-685-7866 Susan.Frickegeweb.ore 5. Term of Agreement. This Agreement is perpetual unless terminated by any party on 90 - days written notice to the other parties. This Agreement will automatically terminate upon EWEB's removal of the water quality monitoring station and restoration of the Property to its original condition. 6. Assignment. No party shall assign this Agreement, in whole or in part, or any right or obligation hereunder, without the other parties' written approval. {0oo 6.41 7. Compliance with Laws and Regulations. Each party shall comply with all applicable federal, state, and local laws, rules, ordinances, and regulations at all times. 8. Americans with Disabilities Act Compliance. In performance of the responsibilities under this agreement, each party will comply with all applicable provisions of the Americans with Disabilities Act of 1990, 42 USC Section 12101 et seq. and Section 504 of the Rehabilitation Act of 1973. 9. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to the representative designated in paragraph 4. Any party may change its address by notice given to the other in accordance with this paragraph. 10. Integration. This Agreement embodies the entire agreement of the parties. There are no promises, terms, conditions or obligations other than those contained herein. This Agreement shall supersede all prior communications, representations, agreements, either oral or written, between the parties. 11. Waiver. Failure of any party to enforce any provision of this Agreement shall not constitute a waiver or relinquishment by any party of the right to such performance in the future nor of the right to enforce any other provision of this Agreement. 12. Interpretation. This Agreement shall be governed by and interpreted in accordance with the laws of the State of Oregon. 13. Indemnification. To the extent legally possible and subject to the limits of the Oregon Tort Claims Act, the parties shall indemnify and hold the other parties, their officers, agents, and employees, harmless from and against any and all claims, actions, liabilities, costs, including attorney fees and other costs of defense, arising out of or in any way related to any act or failure to act by the indemnifying party's officers, agents, and employees. 14. Status. In providing the services specified in this Agreement (and any associated services) the parties are public bodies and maintain their public body status as specified in ORS 30.260. The parties understand and acknowledge that each party retains all immunities and privileges granted them by the Oregon Tort Claims Act (ORS 30.260 through 30.300) and any and all other statutory rights granted as a result of their status as local public bodies. {0002 6:4} 15. Construction of Agreement. This Agreement shall not be construed more favorably to any party due to the preparation of this Agreement or a portion of the agreement by that party. The headings and subheadings in this Agreement are for convenience, do not form a part of this Agreement, and shall not be used in construing this Agreement. CITY: City of Springfield, a municipal corporation of the State of Oregon Niel Laudati, Assistant City Manager Date: May 18, 2022 W PRD: Willamalane Park and Recreation District, a political subdivision of the State of Oregon enaN.x:797 , mlTrgo I�i ays,xoxx v:oo 1o1) Michael Wargo, Superintendent Date: May 9, 2022 EWEB: Eugene Water and Electric Board, a municipal utility of the State of Oregon Z�/-r ft�— Mike Masters AIC Water Operations Manager Date: 5/162022 REVIEWED d APPPROVVEDD OFR DA '" TJ DATE: 5/6/2022 OFFICE OF CRYATfORNEY {0aru 6:a} Exhibit A General Vicinity Map of McKenzie River Oxbow Natural Area EXHIBIT B Detail of Water Quality Monitoring Facility Solar Panel, Concrete Pad, Fencing, Structure, and Pipe to low water line Six foot (6') wide by twenty-five feel (25) long (mm or less) covenng The Water Quality Monitoring Station {OM3256:4} Oxbow EWEB Monitoring IGA (Final version for signature) Final Audit Report 2022-05-09 Created: 2022-05-09 By: Jo Schutte (jo.schutte@willamalane.wg) Status: Signed Transaction ID: CBJCHBCAABAA05tMVejnOs2w6lXhi7OAllePWoKFhfuk "Oxbow EWEB Monitoring IGA (Final version for signature)" Hist ory Document created by Jo Schutte Qo.schutte@willamalane.org) 2022.0&09.5:39:36 PM GMT Document emailed to michael wargo (michaelw@willemelane.org) for signature 2022-05-09 - 5:40:17 PM GMT Email viewed by michael wargo (michaelw@willamalane.org) 2022.0&09.6 00:01 PM GMT bQ Document e -signed by michael wargo (michaelw@willamalane.org) Signature Date: 2022-05-09 - 6:00:25 PM GMT - Time Source: server Q Agreement completed. 2022-05-09 - 6 00:25 PM GMT a Adobe Acrobat Sign ATTACHMENT 3 National Flood Hazard Layer FIRMette .FEMA Legend 0 250 500 1,000 1,500 2,000 V I asemi USES National Map Ordrolmagery: Data reineshed Ocabber, 2020 SEE IS REPORT FOR DIFELED LSEENDAND IN DEX NEEP MR FIRM FAMEL Lachounr Nithout Ease Flood Eleradon (WE) m+4 Y4fa SPECIAL FLOOD Kith BFEor Depth zone 'S Ad u{n,u HAZARDAREAS Regdathry Floodar, 02%PmualOn nce Flood HanN, Areas of 1%.mual chance food Eich avenge depth lesethan one root or Eich drainage .rasa of less than one Ruare mile z r, x Future Conditions 1% Annual Chance Flood Houk zw, x Area Eich Reduced Flootl Risk due to OTHER AREAS OF Levee. See Nates.. x FLOOD HAZARD ��� Area Eich Flood Mir due 0 Level m Meeof Minimal Flood H.mrd zorex Q EffeIXive LOMRa OTHERAREAS Area of UnMdermined Flood H.mrd z—D GENERAL---- Channel, Cull or Sham Sever STRUCTURES 1111111 Levee, dire, or Floodeall This map complies with FEMA4 standards for the use of digital flood mi it is not void ea describedbe ow The basen.p Mourn compliesmth e FEMA-sbase, accuracy standards The flood h.mrd information is derived directly from the authoritative NFHL web services prwitlel by FEM4 This map was evporRtl on 2/15/2022 at 2 36 PM and does not reflect Manges or amendments subsequent 0 this date and time. The NFHL and effective Information may Mange or become superseded by new data over time. Thism.p image is mid if the one or more of the following map elements do not appear: basenap imagery, flood mine Is bele, legend, scale ban map Creation data, community identifiers, FIRM penal number, and FIRM effective date. Map Images for mapped and unmotlernized areas cannot be used for regulatory purposes. e s Cmsa SecEons Eim 1% Annual Mance aa.s WaRrSvface Elevation - - - CmstW R me d Is—�ce Flocd Elevation Line (EFE) Limit M Study lu nadlc0on Boundary ••— Ceaa[al Transect Base line OTHER •_ Profile Eaaellne FEAT Hydrographic Feature Digital Oats Are"i N No Digital Dela Mailable MAP PANELS Unmapped 4 The pin dlapil on the map is an.ppreum.od est point selected by the user end doesnotrepea an authoritative property location. This map complies with FEMA4 standards for the use of digital flood mi it is not void ea describedbe ow The basen.p Mourn compliesmth e FEMA-sbase, accuracy standards The flood h.mrd information is derived directly from the authoritative NFHL web services prwitlel by FEM4 This map was evporRtl on 2/15/2022 at 2 36 PM and does not reflect Manges or amendments subsequent 0 this date and time. The NFHL and effective Information may Mange or become superseded by new data over time. Thism.p image is mid if the one or more of the following map elements do not appear: basenap imagery, flood mine Is bele, legend, scale ban map Creation data, community identifiers, FIRM penal number, and FIRM effective date. Map Images for mapped and unmotlernized areas cannot be used for regulatory purposes.