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HomeMy WebLinkAbout018-1052-10-000 The Permit System Page 1 of 2 ,Print=l?�rrrift,y„ Permit Number:87711 Type of Zoning Permit:Land Use County Permit Number:LU87711 Permit Date: 9/23/1993 Applicant Id: 60647 Project Address:782 200th Street Project Municipality:Hammond,Town of Quarter-Quarter Section: Quarter Section: Section Number: Township Number: Township Direction: Range Number: Range Direction: Government Lot: Lot: CSM:Vol.Page Block: Subdivision Name: Primary PID:018-1052-10-000 Parcel Map Number: Additional Parcel Numbers: Lot Size: Current Improvements: Sanitary Permit Number: Current Zoning District: Characteristics: Proposed Zoning District: Proposed Improvement: Construction Material: Model Year(Mobile Homes): Proposed Improvement Size: Estimated Cost: Estimated Start Date: Reason: Staff Interpretation: Unusual Conditions: Applicable Zoning Code:ZONING ORD. Summary of Request:Animal waste storage facility Lake Shore Setback: Road Name: Road Setback: Notice Date: Notice Advertised: Hearing Date: County Board Date: Status:Approved http://172.17.128.53/landregulation/editvzp.aspx?PermitSystem=87711&PermitSystemTy... 1/30/2014 The Permit System Page 2 of 2 Approval Date:9/23/1993 Site Address: Agent: Paid: Applicant First Name: Steve Last Name: Wynveen Business: Addressl:782 200th Street Address2: City:Baldwin State: WI Zip: 54002 Phone: Cell Phone: Fax: Email: Other: Current Owner First Name: Last Name: Business: Address 1: Address2: City: State: Zip: Phone: Cell Phone: Fax: Email: Other: Comments I Related Documents Laserfiche Document httn'//sccsal2/laserfcheoerinits/Default aspxvnerniit=1 U87711&nid=018-1052- 10-000 Auto-Generated URL to the Laserfiche Server gI�K1i1t P8tTr1iL http://172.17.128.53/landregulation/editvzp.aspx?PermitSystem=87711&PermitSystemTy... 1/30/2014 Parcel #: 018-1052-10-000 01/30/2014 04:26 PAGE 1 OF F 1 1 Alt. Parcel#: 23.29.17.363A 018-TOWN OF HAMMOND Current E ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner 0-PROGRESSIVE DAIRY, INC PROGRESSIVE DAIRY, INC 2019 90TH AVE BALDWIN WI 54002 Property Address(es): '= Primary Districts: SC= School SP= Special Type Dist# Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Notes: Legal Description: Acres: 38.863 SEC 23 T29N R17W 38.863 AC NE SE EXC CSM MAP VOL II PAGE 306 Parcel History: Date Doc# Vol/Page Type 04/06/2012 953880 SD 03/04/1998 574313 1302/305 WD Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg: *N/A-NOT AVAILABLE 23-29N-17W 2013 SUMMARY Bill#: Fair Market Value: Assessed with: 226459 Use Value Assessment Valuations: Last Changed: 07/01/2011 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 38.000 10,000 0 10,000 NO UNDEVELOPED G5 0.863 50 0 50 NO Totals for 2013: General Property 38.863 10,050 0 10,050 Woodland 0.000 0 0 Totals for 2012: General Property 38.863 10,050 0 10,050 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 018-1052-30-000 01/30/2014 04:26 PM PAGE 1 OF 1 Alt. Parcel#: 23.29.17.364A 018-TOWN OF HAMMOND Current [x1 ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner PROGRESSIVE DAIRY, INC O-PROGRESSIVE DAIRY, INC 2019 90TH AVE BALDWIN WI 54002 Property Address(es): *=Primary Districts: SC=School SP=Special Type Dist# Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Notes: DESCRIPTION HAS BEEN CHANGED FROM E1/8 NW SE TO E 10 RODS NW SE TO MATCH DESCRIPTION ON DEED Legal Description: Acres: 5.000 SEC 23 T29N RI 7W 5 AC E10 RODS OF NW SE Parcel History: Date Doc# Vol/Page Type 04/06/2012 953880 SD 03/04/1998 574313 1302/305 WD Plat: *=Primary Tract: (s-T-R 40%1601/.) Block/Condo Bldg: *N/A-NOT AVAILABLE 23-29N-17W 2013 SUMMARY Bill#: Fair Market Value: Assessed with: 226461 Use Value Assessment Valuations: Last Changed: 07/01/2011 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 5.000 1,300 0 1,300 NO Totals for 2013: General Property 5.000 1,300 0 1,300 Woodland 0.000 0 0 Totals for 2012: General Property 5.000 1,300 0 1,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I i i Lester B ullelin.g-5ystents y Division of Butler Manutacturing C0171E1ani/ P.O. Box 37 + Lester Prairie, .VIN 55354 Phone (612)395-2531 . Fax (672)395-2969 I September 23 , 1993 Bob Heise St Croix County SCS PO Box 85 1060 10th Ave Baldwin, WI 54002 Re: Progressive Dairy Steve Wynveen 782 200th Street Baldwin, WI 54002 Dear Mr. Heise Enclosed are two sets of the plans for the 11 ' x 88 ' concrete manure collection pit in the 88 ' x 120 ' free stall building. I have included some additional drawings to show how the pit fits into the building project. The waste storage structure was designed per standard 313 for a 60 psf/ft internal hydrostatic load + a 100 psf surcharge for vehicle load since heavy equipment may be operated within 5 ft of the walls. (I used MWPS TR-3 Concrete Manure Tank Design as the design reference. ) The vertical reinforcement is #4 @ 10" on center. I have reviewed the design of the gang slats from Midwestern Precast Co. , INC. from Menomonie, WI : I have enclosed a summary sheet from Eugene Krueger (structural engineer from Cameron, WI. ) I used ASAE EP378 . 3 (Floor and Suspended Loads On Agructural Structures Due To Use) as the design criteria. The slat live load per unit length of 250 plf is the same as MWPS TR-3 . The 7 3/4" wide X 6 1/2" slat has 1-#5 btm bar (1" cover) and 1-#3 top bar and the 4 ' wide gangs are cross connected at the ends and at the center of the 10 ' gang. P r MWPS TR-3 , "where slats are interconnected between supports so that three or more slats must deflect together, design each span of slat between support and interconnection, and between two interconnections, for the recommended load per unit length of slat. Design the full span of each slat for one-half the recommended load per unit length. " Using this criteria, the slats are adequate. I have added 3 additional #4 reinforcement rods at the top of the pit wall at the ends to provide lateral support where there is no restraint from the slats. From USDA-SCS-Wisconsin Section IV, Technical Guide, PART II, Item 5. FORM REMOVAL AND ,FINISHING, breakback form ties will be removed to a minimum depth of 1/2 inch and the cavities will be patched with EUCO N-S GROUT which is a non-srink grout. I you have any questions, please contact me. S erel ohn Dierauer,, P.E. tructural Engineer Lester Building Systems encl cc Job File #93-E-70720 D airy or Beef Slats * LOW COST * Long Lasting 1" Wear Guard * 5000 lb. Test Concrete * TEXTURED FLOORS * DURABLE LONG IDEAL FOR ALL CATTLE LASTING CONFINEMENT df C or s 11L1� Y \, �•A`\ax , X2 4 U hwv, `r`ry+' \ . \>„aA '4 N NN VN Textured Floor Prevents animals from Exclusive 1" Wear Guard losing their footing. Wide 7 3/4" Slat 1"w.., S aYNq �tR ~ MIDWESTERN PRECAST CO-, INC. West Hwy. 29 & Co. Rd. "P", Menomonie, W1 Phone: 715-235-2510 i Hc�y To ZOD Ly. I s YP• -YP. f ` - (- Tv P, ��~ <..` =y•tri , + i1NV iii Rnl1..� °6 r1r F5Lr. a �'� 1.1. x• tni-EtZ+it`q�tir� tj0� Tn M ->r� F :1•tG L `-iL-AT LeNcirrl C-A(.H 45 1-AT A'll'vgpx. Ind(, YDs 8'-0" 1 - .A+ 1675 L t3, o.4(a ' 16'-o" 1- "5 'L256 LP). (). 5(o 4'o" �'ATTLG 3Lh7'� 9 C{ al 'r� `j a• y5, TYP. ..y 3� :Ro�i• �:�►1��tCr��rJ kT ENO-.� f G-6* MAI. tN'Ckt-)tplArG _. �i•{Li_ .L�hl.GTN ')'�v��cu'~ Tt►-er_ {Pi:nX. Wr- YD4. gL0" 1. 0¢ 2525 Lrn• 0.G,2 10�O" j- 46 3n oM L5, 4).74- Jiro 570o L15. o,ql EUGENE E. KRUEGER STRUCTURAL ENGINEER R. F. D. f 2 Cameron, Wis. 54822