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Home My WebLink AboutApplication APPLICANT 2/21/2023'City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Floodplain Overlay District Development SPRINGFIELD ✓I complete,Required Project Information (Applicant., Applicant Name:�� C�/fi KF Phone: Email:�.�//ybzf'E��It?rL:�+ Com an :pp // Address: �a. 9�(`rnRV�lC�V GGi�eA.� Applicant's Rep.: l afrisor-� ( -deyr v6vytSein Ca^ Phone: 5'`ll-b39--71 &-z- -z- Company: Com- an ooalcn-rt/ Slwc fw.. Email: r an 4+- i�jrri Address: N41 /J FygQiA t2 11 Pro ert Owner: Phone: Company: Email: Address: O ASSESSOR'S MAP NO: Ia'03'-OA-33 TAX LOT NOS : 0-5',OdFl4 JC7?Qrgs Pro ert Address: 60 llefri rle Size of Pro ert : Acres 2-- Square Feet Zoning: Existing Use: Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Signatures: Pleased print your name and date in the aro riate box on the next Dacie. Associated Cases: Case No.: Date: Reviewed b : Application Fee: $ Technical Fee: $ Posta a Fee: $0 TOTAL FEES: $ 1 PROJECT NUMBER: Revised 3/9/22 Sandy Belson 1 of4 tcw Signatures The undersigned acknowledges that the information in this application is correct and accurate. Date: Signature If the applicant is not the owner, the ner hereb grants permission for the applicant to act in his/her behalf. Owner: Date: nature Print Revised 3/9/22 Sandy Belson 2 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. 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. Floodplain Development Application Form 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. �] Narrative explaining the proposal and any additional information that may have a 1 ` bearing on the action to be taken, including findings demonstrating compliance with the Floodplain Overlay District Development Standards described in SDC 3.3.430. ❑ 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. Base Flood Elevation data for subdivision proposals or other development when require p .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 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(8), 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(8). 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 JIM SCIIMOLKE PH# 541-912-9049 EM: ischmolke(a)emailcom SITE: 60 NEPTUNE AVE MFG. HOME: LEISURELAND MODEL: 13'8" X 57'4" 60 NEPTUNE AVE SITE NARRATIVE THE OWNER, JIM SCHMOLKE IS PROPOSING ANEW 13W' X 57'4" SINGLE WIDE MFG. HOME, IN THE SAME LOCATION AS THE OLD SINGLE WIDE MFG HOME THAT WAS REMOVED FROM THE SITE. CURRENT STRUCTURES ON THE SITE INCLUDE AN EXISTING 20' X 20' CARPORT WITH 8'X 20' SHED. EXISTING 12'X 10' SHED, EXISTING CONCRETE DRIVEWAY & EXISTING SEPTIC SYSTEM. THE NEW HOME WILL CONTAIN A MINIMUM OF 1 SQ. IN. OF FLOOD VENTING PER 1 SQ. FT. OF HOME FOOT PRINT TO MINIMIZE ANY ALTERATION TO THE WATER COURSE. THE HOME WILL BE ANCHORED WITH GALVINZED STEEL STRAP TIE DOWNS SECURED TO ANCHORS IMBEDDED N'1HE CONCRETE FOOTINGS. ALL MECHANICAL EQUIPMENT WILL BE FLAVATED ABOVE 'IIHE BASE FLOOD ELEVATION. BEING A SINGLE WIDE THE HOME DOES NOT CONTAIN CROSSOVER ELECTRICAL OR CROSSOVER DUCTING. THE EXISTNG GROUND GRADE AT THE FRONT OF THE MFG. HOME IS 445.9. WITH A BEE OF 450.4. WE ARE PROPOSING APPROX. 6" OF COMPACTED GRAVEL TO REACH THE ELEVATION OF 446.4. A 6" CONCRETE SLAB TO WHICH WILL BE AT 446.9. THE HOME WILL BE SET ALM" FROM SLAB TO BOTTOM OF THE I -BEAM 449.4. THE HOME HAS A 12" I BEAM WHICH WILL PUT THE "IOP OF THE I BEAM AT 450.4. NEPTUNEAVE - - _ _ CH=N85048'26"W 64.51' BASE FLOOD ELEVATION: 450.4' NGVD29 PER LOMR 08-10-0649P ELEVATION DATUM: NGVD29 PER CITY OF SPRINGFIELD BENCHMARK #485 AND CONVERSION FACTOR OF -3.64' THIS MAP IS NOT A BOUNDARY SURVEY OF THE SUBJECT PROPERTY. BOUNDARY INFORMATION IS RECORD DATA PER THE PLAT OF FILBERT GROVE 2ND ADD. GROUND ELEVATIONS SURVEYED BY EGR & ASSOCIATES, JANUARY 16, 2023 SITE MAP 60 NEPTUNE AVE. MAP 18-03-02-33 TAX LOT 2600 SPRINGFIELD, OREGON REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON JANUARY14,2003 RYAN M. ERICKSON 55524 RENEWS: 12/31/23 ECR & Associates, Inc. _ Engineers, Geobg�als, antl Surve}ars 25350 Paine Row (MI)8884322 EJgena. Oregon 97402 Fa%(W)888498)