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HomeMy WebLinkAbout2017-00293 - demo iII •w II CITY OF ORONO �II P1 11 3 I II * 20 1 7 - 0 0 2 9 3 2750 KELLEARKWAY DATE ISSUED: 04/11/2017 ORONO, 55356- (952)249-4600 FAX (952)249-4616 ADDRESS : 425 OLD CRYSTAL BAY RD S PIN : 04-117-23-31-0001 LEGAL DESC : AUDITOR'S SUBD.NO.230 : LOT 020 BLOCK 000 PERMIT TYPE : DEMOLITION PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : DEMO-PRINCIPAL STRUCTURE ACTIVITY : 645-SINGLE FAMILY HOUSES(ATT&DET NOTE: 1. FOUNDATIONS/ALL DEMO DEBRIS.TO BE REMOVED FROM GROUND&DISPOSED OF OFF SITE,PER PCA REGULATIONS. 2. WELLS MUST BE ABANDONED. • .- 3. INSPECTIONS DONE BEFORE BACKFII4JING. NOTE: A 24-48 HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. CALL(952)249-4600. SEWER MUST BE DISCONTINUED AT THE CITY SERVICE BY QUALIFIED CONTRACTOR BEFORE DEMO PERMIT IS ISSUED. CHECK TO MAKE SURE THIS PERMIT HAS BEEN PULLED BEFORE ISSUING HIS PERMIT. APPLICANT DEMOLITION-PRINCIPAL STRUCTURE 75.00 STATE SURCHARGE DEMO 1.00 BURNS EXCAVATING,INC. DEMOLITION-ACCESSORY STRUCTURE 50.00 3470 CO.RD 21 MAYER,MN 55360- TOTAL 126.00 (612)685-4303 Payment(s) Minnesota State License#: SW-1888 CHECK 28319 126.00 OWNER KVALSETH,JAHN&CHRISTINE 13650 ASHCROFT ROAD SAVAGE,MN 55378- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. 141 Applicant Permitee Signature Date Issued Signature Date O City of Orono r R P SE ONLY P.O.Box 66 Date Received' - Permit# :Yon:Reg:I:7 0 2750 Kelley Parkway I p0 Crystal Bay,MN 55323 Amount: $ I�A SAC Cred „(952)249-4600,)tsilc., Homeowner(s)Signed: des e. �tResolutions(if any)Signed:[]Yes ❑ 'FESHo�� 09-4, Zoning Disclosure Signed: ❑Yes /�❑None aired CITY OF ORONO - DEMOLITION PERMIT (All permits must be approved by the Building Official and/or Zoning Department) Job Site / Owner Information: Type: [�,Residential ❑ Commercial Site Address: 4/ZS" Did e gysini L l7 )y JZO'nel 54)1-t?"M Owner: 1O Oil Al AVt9L sr-17-1 Mailing Address: /,?1/.571 o$i iC/7 Fr Iza City: 5143V r9b(= Zip: 553 7 g Phone: Email: Contractor/App.: • __0-,,L ' •4" .' 'it Contact Person: 3'1E\11 13U1Z71) Address: 3L/70 Itaix..try Eime1 Z/ State License#: City: / /11/E/2 Zip: .SS 3 416 Expiration Date: Phone: (�31S1) q&S` 3// Z. Email: 5i VL(D 131<ti2K)cl3ed KJ l'xi71106. il-ACT i,r.,�r"`> h. , . a ,i= `t°" J� :y.L,_..i >.x.l .F 1 .:�,. hg. ln + I i x, ",u„ - General Instructions: 1. You may be required to obtain other permits, i.e.:well abandonment, sewer, etc. 2. Work must not begin unless the permit card is available on the job site. . 3. A 24-48 hour notice is required for all inspections. Call(952)249-4600. 4. Sewer must be discontinued at the City service by qualified contractor before demo permit is issued. Demolition by means of: [Manual Disassembly (.Heavy Equipment ❑ Other Permit(s) Issued: ❑ Sewer Disconnection 0 Well Abandonment# In return for issuance of said Demolition Permit, the undersigned owner hereby agrees to: 1. Submit a survey, aerial photo or sketch showing all structures on the property. Note which structures are to be demolished. 2. Submit a survey, aerial photo or sketch showing proposed erosion control measures in accordance with Chapter 79, Construction Site Runoff Control. 3. Submit a copy of permit approval from the Minnehaha Creek Watershed District (MCWD). The City will not issue a demolition permit without a copy of the permit(s) from the MCWD or documentation stating permit(s)are not required. Form Last Updated: July 2015 11 (11-t 150784 4. Submit a $2,500 escrow and an escrow agreement signed by the property owner(copy attached). 5. Keep all structure(s)enclosed and/or secured until such time as demolition is complete. 6. Keep all demolition debris off adjoining property and/or the public rights-of way unless specific prior approval is obtained in writing for temporary use thereof. 7. Completely remove foundation(s)from the ground. 8. Completely dispose of all demolition debris off site in accordance with all applicable PCA requirements. 9. Abandon water wells in accordance with State Health Department regulations. 10. Call for an inspection when all debris has been removed, before backfilling. 11. Within 5 working days of superstructure removal, a final inspection shall be requested. The site shall be left clean and clear of all debris, with any excavation filled with earth level with the adjacent ground elevation (except when such excavation is to be used as part of a new building and such new building is actually under construction). 12. Abandon septic systems per Minnesota Rules Chapter 7080. All septic tanks must be pumped, crushed and filled with native soils. An inspection is required after the tanks are pumped and before the tanks are crushed and filled. 13. The undersigned owner shall and hereby does indemnify and hold harmless the City of Orono, its agents, employees and assigns from and against all claims, damages, losses or expenses, including attorney fees, against the City, its agents, employees and assigns arising out of or resulting from the demolition described herein as performed by the property owner, his employees, agents, subcontractors or assigns. PERMIT TYPE AND FEE CALCULATION in $75.00— Principal Structure $ 7T 00 (] $50.00—Accessory Structure x (how many) SO 0 v 1. Subtotal of above permit requested $ 2. State Surcharge 1.00 3. TOTAL PERMIT FEE (add lines 1-2 above) $ ( 2(p Od The undersigned herby applies to the City of Orono for issuance of a Demolition Permit, agrees to do all the work in a strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. 3=2- g Applicant's Signature: ._ • / - Date: Owner's Signature: Goth /li'i Date: 3/?-//C* Approved By: 717- 4//Q. Date: Buflthng Official) *Zoning Disclosure Required? YES ❑ NO *This must be filled out by Zoning Dwrart —For either answer, a Zoning Official must sign all applications. *Approved By: wf p- - Date: 4-10-(7 (Zoning Official) Form Last Updated: July 2015 150784 PRINCIPAL STRUCTURE DEMOLITION PERMIT • ` 170,_ ZONING DISCLOSURE & DECLARATION n * To the property owner: Demolition of the principal dwelling structure on a property may automatically terminate certain rights which may have accrued to the property by virtue of the continued existence of that building. This means you may give up some or all of the zoning rights currently associated with the principal structure(setbacks,hardcover,size of building,etc)with its removal. • Rebuilding on a substandard lot of record (i.e. a lot that does not meet the zoning district required lot area or width standards) may, with few exceptions, require variance approval by the City Council, and such approval is neither automatic nor guaranteed but requires that a practical difficulty be demonstrated. • Additionally, all current zoning standards will have to be met by the new principal dwelling including setbacks, and building footprint,hardcover(impervious surface),&height limitations,etc. • Where municipal sewer is not available,provision of two(2)conforming on-site septic treatment sites is mandatory for a new dwelling. • Unless specifically approved by the City, all seasonal and permanent dodcs must be removed at the time of principal dwelling demolition. They may not be re-installed until a new principal dwelling has reached the framing stage. The following information is presented for the purposes of advising the property owner of the implications of removal of the principal dwelling on the property: 1. Property Address: 425 Old Crystal Bay Road S PID# 04-117-23-31-0001 2. Zoning District: RR-1B Required Lot Area: 2 acres Required Lot Width: 200' Shoreland? Y Actual Lot Area: 7.97* Actual Lot Width: 264`** *According to Hennepin County **According to survey dated 12-9-2016 tot area variancerr aired. Lot width variance is isnot)equin i. 3. Required Setbacks: I Front 50' Rear 50' I Side 130' I Side Street 150 Lakeshore Lot: I Lake(Front) NA Street(Rear) NA Average Lakeshore Setback: must be met�not analicable� 4. Massing&Lot Coverage by Structures: limited to 15%of lot area does not amply(lot area > 2 a• - 5. Hardcover limitation - re NOT applicable or-are applicable. 6. Municipal sewer is not available; on-site system testing and design must be provided confirming that two conforming drainfield sites are available.. 7. Wetlands(s)present;a 35-foot setback is required. If the wetland is within 150 feet of the project a wetland delineation will be required for setback determination. Minnehaha Creek Watershed District approval is required prior to issuance of permits from the City of Orono. **Please contact the Minnehaha Creek Watershed District directly at 952-471-0590. The undersigned property owner hereby acknowledges receipt of the above information. Staff Initials , "r, -� ( h t /41-x. L- v/9/7 kilt Property Owner's Signature Date (Original:Street File; Copy: Property Owner) icL°ko CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 fie, G` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 lq Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESHO� April 3,2017 Steve Burns Burns Excavating 3470 County Road 21 Mayer, MN 55360 Re: Demolition Permit Application#2017-00293 425 Old Crystal Bay Road South On March 28,2017 the City received a demolition permit application for the principal structure and accessory structure at 425 Old Crystal Bay Road S. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 16, , 1. Zoning Disclosure Form. Enclosed is a Zoning Disclosure Form. Please have the property own sign and return. \�ti 2. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding vs.) your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO einiqiikkJ- KA/P-- Christine Mattson Planning Assistant c Steve Burns via email Jahn Kvalseth; 13650 Ashcroft Road; Savage, MN 55378 Roger Peitso, Building Official enclosure #d •-• ROAt rry „ J% 1 Q1 , J , O m h 1,01110-.° L } I t"t kEs H OQ'F. w• s it Legend Railroad IIIIIIIM _ �rlrf:, ;j City Limits �, (?1 I] 1 7 °'""."w+rr"`.4,0" rrrrr Parcels(3 1 2017) .R , •". "�i Wetlands Preserve-50 -. 4 ., • ",,,....„tiros -...744ti, y rel ' 3 Manage l 35' '''14'4". v. , ' :.V v 1 , ,✓I*` '•i 0 Manage 2-25' ,.,. .-g ' '�, . m. ;W 0 Manage 3-16.5' It. , ] �:` � � Unclassified Ili-. i Lakes&Ponds t IUL.. ip -s 475 :lIllr."'"w"---=,-.0:, i'' 8(_.,:51..,.,.., ,, IL,..,„ „ ., ..„. _ .. , ;„ . , ., .. ._ , .__ . , ., . , , „ ,, a;s ,, .. ,.. , .tt .... , , , -- - - ' Nl°H''D' .,'' - 4:0-: '' ~~ ;, ', 1,:' kinIZ: (61? � 425 Old Crystal ` � �A,• -� . 'R� � �� Bay Road S e N ”` ,. �` .��� ,. Disclaimer: This drawing is neither a legally recorded map nor a BOLTON survey and isnot intended to be used as one.This I°Ple'', , _. drawing is compilation of records,information,and data 0 154 Feet & M E N K ocated in various city,county,and state offices,and other sources affecting the area shown,and is to be used for reference purposes only.The City of Orono is not ©Bolton&Menk,Inc-Web GIS 3/31/2017 3:24 PM Real People.Real Solutions. esnnnslnle fora inarr rraries hPrPon rnntai ed Hennepin Hennepin County Property Map Date: 3/31/2017 y x '' ,, , i, t loul T 1 1 I - �y* .°d 1 3F Itoe .. a. L r f��j,� 111101110 4 ..., , � ��, T E . . #eli 'Z-iVf' ��' d Allikki 1, r _a , 4.1,.: • . ... , „Irv, 411,, v • . 00, 10, ir-Itir. w :►:4 ► 4I t a,*Ott -4, _ .--:-, _,, ga. . . ► 1 inch =200 feet PARCEL ID: 0411723310001 Comments: OWNER NAME: C L Kvalseth & Jahn Kvalseth PARCEL ADDRESS: 425 Old Crystal Bay Rd S, Orono MN 55356 PARCEL AREA: 7.97 acres, 347,318 sq ft A-T-B:Abstract SALE PRICE: $855,000 SALE DATA: 04/2016 This data(i)is furnished AS IS'with no SALE CODE: Warranty Deed representation as to completeness or accuracy;(ii)is furnished with no ASSESSED 2016, PAYABLE 2017 warranty of any kind;and(iii)is notsuitable for legal,engineering or surveying purposes. PROPERTY TYPE: Residential Hennepin County shall not be liable for any HOMESTEAD: Homestead damage,injury or loss resulting from this data. MARKET VALUE: $669,000 TAX TOTAL: $8,523.98 COPYRIGHT©HENNEPIN COUNTY 2017 ASSESSED 2017, PAYABLE 2018 PROPERTY TYPE: Unavailable HOMESTEAD: Unavailable MARKET VALUE: Unavailable • • l ? 5001 Cedar Lake Rd. ngstrom St. Louis Park, MN 55416 952-252-0405 office naiyticai 952-252-0407 fax Inc. Steve Burns Excavating 3470 Co. Rd 21 Mayer, MN 55360 March 24,2017 426 Old Crvsatl Bay Orono, MN Dear Steve: Kevin Hagen (A12652), A representative of Angstrom Analytical, Inc., visited the above referanced property on March 17, 2016 for the purpose of conducting an asbestos demolition inspection. We are prepared to state that there are I category I non friable asbestos containing materials contained in or on the fabric of the structure. The following materials tested positive for the presence of asbestos: Window glazing The non friable materials are: 1. Approximately 3 windows with asbestos containing glazing compound on the barn. No samples other than from the fabric of the building that is planned for demolition were taken or analyzed and this report only relates only to 6372 Smith Town Rd. Fifty-Seven samples of suspect building materials were collected and analyzed in our laboratory by Polarized Light Microscopy. Please see attached notes. During the course of the survey the following hazardous materials were noted: Appliances Misc. CFC's 1 boiler 2 manhole covers in yartd 1 A/C unit 1 lawn mower 1furnace 2 thermostats All friable and category II non-friable materials need to be removed, per applicable regulations, prior to and demolition efforts. Category I non-friable materials are allowed to be left in place for the demolition. However, the landfill must be made aware that the demolition debris will contain (minimal amounts of) category I non-friable asbestos containing material and is subject to the MPCA's rules and regulations pertinent to the demolition efforts (notifications, etc.). This survey should not be interpreted as a bidding document or as an asbestos project design. It is incumbent upon the contractor to verify quantities. Quantification of materials identified in this inspection report are approximations and based on observed quantities. Additional amounts of material may be present under floor, above ceilings and inside wall cavities and not fully quantified. For example, thermal system insulation indentified in a basement may also exist inside wall cavities. If you have any questions, please call us at the number above. Sincerely, Kevin Hagen Angstrom Analytical, Inc. I 5001 Cedar Lake Rd. ngStrom St.Louis Park,MN 55416 952-252-0405 office nalytical 952-252-0407 fax Inc. Analysis of Bulk Samples for Asbestos Using Polarized Light Microscopy(PLM) Steve Burns Excavating 3470 Co.Rd 21 Mayer,MN 55360 Re: 426 Old Crysatl Bay Number of Samples: 54 Methods and Definitions The submitted samples were analyzed using the EPA interim Method #600/M4-82-020 (polarized light microscopy with dispersion staining). The method defines 1 an asbestos containing material as one that contains grater than 1% asbestos by weight and asbestos is defined as the fibrous forms of serpentine and certain amphiboles. While the fibrous and non-fibrous forms of minerals are discernible microscopically in hand specimens, the distinction between them is not clear on a microscopic level, especially after processing or manufacturing. Fibrous amphiboles are generally those whose mean aspect ratios (length over width) under the microscope are approximately >10; non-fibrous amphiboles are generally those whose mean aspect ratios are approximately <6. During analysis, morphology and an estimate of mean aspect ratio are used to assign a given mineral fiber population to fibrous and non-fibrous categories. That non-fibrous amphiboles are not reported as asbestos is consistent with mineralogical definitions, but does not imply that non-fibrous amphiboles are not hazardous. Airborne concentrations of them may be regulated by OSHA under certain circumstances. The type of dispersion staining used It generally phase contrast, although central stop dispersion staining may also be used. Percentage Reporting The percentage of each fiber type present was determined using volume percents estimated from stereoscopic examination, projected area percents from mounted slide examination and percents from pomparison to weight percent standards. Such estimations are suitable for most sarhpies, but do have large error ranges. Errors are estimated to be 100 relative percent uncertainty for percentage estimates under 10% ranging down to as little as 10 relative percent uncertainty for percentage estimates greater than 50%. Friable samples which have been estimated by the above methods to contain less than 10% asestos can be point counted, according to the EPA EPA Interim Methods, as required by NESHAPS. In low per ntage samples, point counting may produce false negatives or positives, due to the small number of points counted. For samples consisting of more that one apparent type of material or layer, the percentage of each fiber type of material of layer is determined and reported separately; an overall average for the sample of eachlfiber type is then calculated. The reported friability of a sample refers to that friability observed in the condition) analyzed (broken, crushed, etc.), and is not to be substituted for an on-site assessment of friability. Each Angstrom Analytical lab report relates only to the sample tested and may not, •ue to the sampling process be representative of the material sampled. March 24,2017 Kevin Hagen, • :s.-; • - &cal,Inc. Full Service Laboratory and on-site Industrial HygienelServices for the Hazardous Materials Abatement Industry Material Identification Table ngstrom 5001 Cedar Lake Road Project#: On-site nalytical St.Louis Park,MN 55416 Date: March 24,2017 Inc- 952-252-0405 Client: Burns Excavating Project: Residential N=no damage ND=none detected PD=potential damage Address: 3470 Co. Rd 21 Address: 426 Old Crysatl Bay D=moderate damage NS=Not Sampled PSD=potential for Mayer, MN 55360 Orono, MN SD=significant damage NAC=not accessible significant damage Phone: 952-955-3112 Contact: Steve SF=square feet EA=each NS-Not Suspect Email: stevej)burnsexcavatine.net Phone: 952-955-3112 LF=linear feet NT-Not Tested Sample# Location Material Description Asbestos/% Quantity/Unit Condition Damage Potential Rating 1-3 Throughout plaster skim coat cementitious ND 900-1000/SF N PD 0 4-6 Throughout plaster base coat cementitious ND 900-1000/SF N PD 0 7-9 Throughout sheetrock,joint,tape white granular ND 4800-5200/SF N PD 0 10-12 Throughout wall insulation fiberglass ND 2900-3000/SF N PD 0 13-15 Attic insulation fiberglass ND 1800-2000/SF N PD 0 16-18 Main fl.bath tile,mortar,grout cementitious ND 6-8/SF N PD 0 I4-21 Bsmt bath tile,mortar,grout- —cementitious - - - ND -_ __ - 10-12/SF ---— N PD _g- 22-24 Bsmt boiler insulation fiberglass ND 8-10/SF N PD 0 25-27 Bsmt boiler flue patch cementitious ND 1/EA N PD 0 28-30 Garage/stair linoleum white ND 80-90/SF N PD 0 31-33 2nd fl.mbr bath tile,mortar,grout cementitious ND 90-100/SF N PD 0 34-36 2nd fl.BR bath tile,mortar,grout cementitious ND 50-60/SF N PD 0 37-39 2nd fl BR bath tile,mortar,grout cementitious ND 150-160/SF N PD 0 40-42 Ext.house roofing gray/black ND 1700-1800/SF N PD 0 43-45 Ext.house window/door caulking pliable ND 150-170/LF N PD 0 46-48 Ext.house siding underlayment gray ND 1000-1100/SF N PD 0 49-Si Ext.barn window glazing gray hard CHR 2% 3/EA N PD 1 52-54 Ext.barn roofing gray/black ND 550-600/SF N PD 0 CHR-Chrysotile TREM-Tremolite ACT-Actinolite B-basement BR-bedroom H-hall DR-dining rm FR-family rm C-corridor CL-closet AM-Amosite CROC-Crocidolite ANTH-Anthophyllite K-kitchen BA-bath M-meth. LR-living rm G-garage U-utility ST-stairway CERTIFICATE OF SURVEY FOR Ca (( 'pci •- / fir ec 1o4ZzgOcool JAHN ��a 1RQ� & CHRISTINE KVALSETH Q6f A5 cr1 0 Wo .N OF LOT 20, AUD. SUB. NO. 230 %.F S e/e / I I a 2,13 o°Z " HENNEPIN COUNTY, MINNESOTA y y e:J --_— I____ "`" Q°z '' �/ n ff, Pi W Z J 01 _ LUCE LINE TRAIL Z W z ___ --�— --,b—�— - - --- - _-----1— ---_ - - -- - - /f — --- _-- - - - - -- - T — �� a R=5786.16 ----_-- ___ \ / ' 0R0140COP ���� --------------- e" \ / /_- _ -- - - \�\\`\ \ I /'/ ��------ s • -------- \ '� \`N 8g°39�SA'W 3 .2\F, \, ', /----, -V - _ \ 1 , f \ \ \ \ \ \ \ \ ///II /// -\ \\� \\ 1 / / / // \\ 1\ \ \\\ \\ \\ \ \I i s\W 33 33 / 1 • I N66°5654'N / / j ///// // // / I I I / j ff I °6164' 478.19 ` M \ / / // / / // / _-_- w - / •oosr�House a � —fT—<—�--T— —=tea\—T--1 --- 4------- „--,„ \ / 1 / / / � // /,/ / / / \ 1 v�c \\ \ / g Af • / ' / i/ / .--____Ji/ / ' / / I \ \�allow' ;\ \\ \\ Q \ Ii / i cr I I I - '/ ci -- / / / / �/ // -- t -p-- ii3 I �`, \\ \ Li\�\\ `N\ ' L i _!�/ � ' ' _ / \t 1_ ,1_ \\{�'i-1;,..-`\ 1 O/ _- -- # I n3 ` _�' t" mcc ai N ' \ / / /'_ 555' l 11 `V I $ I \ ,Tal g A _ , i IOil LZ' • \,_ /i R¢ �� I I / 11 1 I r 1 ia�o } \--;.2,„„,...____ Nee Se 64 w>$0 00——1 14---=;----, f / ,'_1 \ \ \1 i tl I 2?1, \.1 ��;\: - r'�� _ it\` � / / I I\ \ \I \ I I I .2-8'.2 1 ='1f I v t2. I 33 33 21P w L I i IW O I n , I I I LEGAL DESCRIPTION OF PREMISES : Lot 20, Auditor's Subdivisin No. 230, Hennepin County, Minnesota o : denotes iron marker found CO v, Z rr --rls-- : denotes existing contour from Hennepin County maps 0 II Bearings shown are based upon an assumed datum. 0 50 1 200 w This survey intends to show the boundaries of the above described property, and CC the location of on existing house, shed, drivewoy, topography from County maps, delineated wetlands and driveway thereon. It does not purport to show any other improvements or encroachments. NOTE: Wetlands shown are as marked by Kjolhoug Environmental Services Co. SCA FEET m' r 15-435