Loading...
HomeMy WebLinkAbout002-1043-60-000St. Croix County Planning and Zoning Detail Sanitary Information Monday, March 26, 2007 at 3:55:02 PM Page 1 of 1 Computer #: 002-1043-60-000 Sub/Plat: NA Section: 19 Parcel #: 19.29.16.279A Lot: 1 TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: Vol. 15 Pg. 4133 114 114: SW 1/4 NE 1/4 Owner: Dykhouse, Don 858 220th Street Baldwin, WI 54002 State Permit: 395155 Issued: 08/02/2001 POWTS Dispersal: Mound Permit: Replacement County Permit: 0 Installed: 08/09/2001 POWTS Detail: NA Bedrooms: 4 WI Fund: POWTS Pretreatment: NA Notes Issuer/Inspector As Built Plumber Other Requirements Additional Notes Monev Owed Rod Eslinger >4/1/00 -Not Required Myers, Lyle Card returned 5/06 as vacant. - 10 acres $0.00 Kevin Grabau Sigr7ad Off: Yes Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 8/9/2004 04/20/2006 Parcel #: 002-1043-60-100 o3i2si2oo7 03:54 PM PAGE 1 OF 1 Alt. Parcel #: 19.29.16.279A-20 002 -TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - EDISON, DENNIS L & KAREN S DENNIS L & KAREN S EDiSON 858 220TH ST BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description " 858 220TH ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 10.000 Plat: 4133-CSM 15/4133 002'01 SEC 19 T29N R16W PT SE NE BEING CSM Block/Condo Bldg: LOT 01 15/4133 LOT 1 10.OOAC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-29N-16W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 08/07/2006 721570 SWD 06/05/2006 826709 SD 07/23/1997 896/595 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Description Class RESIDENTIAL G1 AGRICULTURAL G4 UNDEVELOPED G5 Last Changed: 11/17/2006 Acres Land Improve Total State Reason 3.000 29,200 171,700 200,900 NO 4.000 800 0 800 NO 3.000 4,200 0 4,200 NO Totals for 2007: General Property 10.000 34,200 171,700 205,900 Woodland 0.000 0 0 Totals for 2006: General Property 10.000 34,200 171,700 205,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 548 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 N ~ ~'~ ~ 0 O wZ ~~~ a~ ~ ~ oU^ ~ ~ ^ N N 'r ~ > 7 V ~ nu W Z~Z ¢Wg ~ ~°; M w w m ~I; N WFD ~ i ~ r o ° IoW ~ o ~Z~ ° ; N ZJW a N ~i ' o~ ~ mu~°' a ao•ai :33~ swlG~ •33~ tfl1 0 ~33~ Ada! 1~3~ ~ ~ dtlA ,t~laOS Q3I~Il~3 ~ a A@ Si~4i i61?Z-SZ-LO a' Q8(l~~l HOj Q311I3;13~ ~ I IM `"Oa XI0~3~ •1?]~ SQ33Q ~0 ~31SI93~J HSItlM 'H N33lHltlil TSOZS9 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE1/4 OF THE NE1/4 OF SECTION 19, T29N, R16W, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. ~ap~4~C~D dQaD~ O~aC~D ~ ~l pdQ`u~G°~ S89°44'23WV 757.57' LOT 1 72a.sr . • 1 ~. . ~q Ib NE CORNER SECTION 19 ~ OWNER ^ ~ DONALD AND SHARON DYKHOUSE c~ '~ ~ 928240TH STREET g m 8ALD4VIN, WI 54002 b Z ~ I SURVEYOR EDWIN C FLANUM F NORTHLAND SURVEYING, INC. o 856A M~W'65" rn ROBERTS, WI 54023 `? •ivly PHONE 715-749.1716 ~ FAX 715-749.1719 ~ Z m 0 oI N) ~M~ `-/ g ~~ ^ C7 ~. 1~ W W ~` 1 i ~I i r O Z N' N' 10.00 ACRES INC. R!W 435600 SO. FT. 9,56 ACRES EXC. RNJ E)USTING 416,625 SO. FT. EXISTING HOUSE SEPTIC m ~~ Q ®EXISTiNG 0 EXISTING -.f ` l' DRIVE g z~ ~ I ~ i ~~ 0' ~~77i LSI a~ i ~~ I ~' i I i i i ~I o' a' ~I i d ~ - i ~~ ~ r. I~ Y ~ Ua ~ X c ~ i0 A ~ ,~~ U.o J f-N ~ N c ' 'c ' c ,~ a LEGEND z O Y U ma W N ~ J ~r w ~m~ ..> 3a R La ~m °~ mW oa0 c ~ Z w z N ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 1" X 24"IRON PIPE SET WEIGHING 1.13 LBS. PER LINEAR FOOT N89°44'23"E 757.57' MaG°?~~4~D ~QaD~ 0~'la[~D o ~ p~1~C~a -- -- -- ---------------------------------------------------------------- . SOIL BORING SCALE IN FEET 1' = 100' 'J w I 0 100 200 N00°15'37'W f. E1/4 CORNER 420.00' I ~ SECTION 19 SHEET 1 OF 2 SHEETS ~) W z ~_Jf W w ol~ M M 7 W U Q a J Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Dvkhouse. Don Baldwin Townshi (OD.c~~ I h°,O~ TANK INFORMATION PuL = CSt'6w~.~ I ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic 2.1~-/ Z ~ Dosing at Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~ SD ' / 1 W - N °~ S' i Dosing a L~ N ,,~`w ~ Aeration Holding PUMP/SIPHON INFORMATION County: $t. CrOIX Sanitary Permit No: 395155 0 State Plan ID No: arcel Tax No: 002-1043-60-000 STATION BS HI FS ELEV. Benchmark ' ~~ 10 (`}3 I ~~ t Alt. BM BIdg.Sewer IZ.d~ apt..( nb.z~ r St/ Inlet 13.~~ ~ ~G I SUHt Outlet Dt Inlet Dt Betienr 1.28 ~(. Y~ Header/Man. ~~ ~ . (3 r Dist. Pipe Z.~ 9 ./3 13ot. System 3 • (° q g:b 3 ~ Final Grade st Cover i 9, ~$ ~ Z, 2S f E TRNMH ENSIGNS Width f Length / S No. Of'Frertchea Z~ q~2/b.QS SIT DIMENSIONS No. Of Pits Inside Dia. SETBACK INFORMATION SYSTEM TO P/L BLDG ~ WELL LAKE/STREAM LEACHING CHAMBER OR Ma acturer. Type Of System: 1 ~~ ~ ~ ~ UNIT Mo umber: DISTRIBUTION SYSTEM / "''t'o tPo.dl. ~C, Ot.J 1 Header/Manifold Distribution l , x Hole Siz e x Hole Spacing Vent to Air Intake Z..y ~' ~ J ~ 2 S i ~~Or ~~ " Di L Q ((F~ ~ 3~ • ~Z Length • Dia pac ng a ength SOIL COVER v Drnccnro Sve4omc Only YY FA n;~ntt nr Ot.h ra(tP_ SVStEMS OnIV Depth Over Depth Over xx Deptli of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ~ No [-I Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ /~/~ Location: 858 220th Street Baldwin, WI-.5,4/002 (SW 1/4 NE 1/419 T29N R16W) NA Lot ~~ ~u ~ ~'~~ 1.) Alt BM Description = -I` ~'~'""~~" ~"` 2.) Bldg sewer length = -,, ~DS I -amount of cover =~ ~ ~ `~ J~ ~ ~ r ~ . ~~ t 3.) Contour = ~ i - -- Plan revision Required? No ~g ~5 I O ~ Use other side for additiona in r a ' __I ~ i i__~~~~~'`~ Date Insepctor's Signature SBD-6710 (R.3/97) ~G~`--n . Inspection #2: Parcel (N~ o:/ 9.16.279A '1 ./ l o~ ~ ' 'I ~ \~.. __ - --i - ~ ---- Cert. No. SOIL ABSORPTION SYSTEM Safety and Buildings 13ivi~ion 20i W. Wash9ngton Ave., P.O. Ilex 7162 County I ~""' ,~ C ~;~~~~~ Madison, Wl 53707 - 7162 Sitc Address Department of Commert:e ~ ~'S ~ ~~o"~`` ~~-~•y.•~ Sanitary Permit Application sanrtaryPermrtNumber -- ~~ S/~ J In accord with Comm B3.21, Wis. Adm. Code, personal infomtation you provide ^ Chock if Revision ma be used Ear soco Privac Law x15.04 1 m i. Application Informatiotl -Please Print AU Inforuation `~~ rt2 State Plan I.D. Number z 37 Sir`c ~3 ,,~ . Property Owner's Name ~ Property Owner's Mailing Address r ~' ~' ~-~: ~f11 Location N' l~ - ~~~ ~~© ~'~'' ~7 ~ ~ ~ i/n r-1!E'1s; S! T29N, R~fi1V Gity, State Zip Code ne Num ~- Y-ti, M1Fyj,, ~ umber Block Number . -.. _ ; 'vision Name CSM Number ~j'~~D~ ~ ~/ ~/~l~ Zi ~ , ; II, Type of Building (check all that apply) / ^City ~'~ 1 or 2 Family Dwelling -Number afBedrooms ~ : ^Village ^ Public/Commercial - Describe Use --- Xtownship s4-d~ ll// N ^ State Owned Near' toad ~~ Q,~ ~ III. Type of Permit ~Cbeck only ane box on line A (numbering scbeme for intel~tal use). Complete 11ne 13 if applicable} A' 1 New 2 oplaoement System 3 ^ Roplaeement of 6 ^ Addition to For Couaty use System Tank Onl Existi S stem . Permrt Number Date I~od B. ^ Check if Sanitary Permit Previously Iasuod IV, Type of Permit: (Check all that apply)(numberiing scbeme is for iateraal u~,1~) 44 ^ Non-PressurizedIn-Ground 21 X Mrxrtrd 47 ^ Sand filter 50 ^ Constructed Wetland 22 ^ pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass S 1 ^ Drip Liao //!! // ~ ~d i ^ 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Rocircuiating Ge~L.. Other (;L ~ 30 V. Die rsaiPTreatment Area Information: Q DO -"' Design Flow (gpd) Disprxsat Area Dispersal Area Soil Application ~ Percolation Rate System Elevation Final Grade Elevation ./Daya/Sq F't.} (Min.lloels) ls Rate(Ga Required Proposed / f //~'j~ \ nx, VI. Tank Info Ca city in Total Number rmfacturer ~- ^-~~--- ..f Tonirc Profab Site Steel Fiber Plastic ConCfetD Co1L4trpcted Glass rt /~ Septie or Holdirrg Tank ~ I /~ ~ ~ ~ e (/ Tit, ~(1~-L 5 lLSO 8~ rump Chda~bar , VII. Responsibility Sts N me (Print) ~! -~ Pl ' b 'te'as' rhotte Numba~ ~a/ i s . a er um '----. M L l ~'` ~ -2520 yers ~ y e -- - --~ Plumber's Address (Stree ~ I I O IZ~O~`d~ Fbt~ E1556 State Road 64 ~1 s//~ _ .?, VIII. Coon iDe artil (~ u _ ~.~_- {No Stamps) lgem S' t~te ~4pproved ^ Disa 1 ~ ~ ^ Ow ~1 GCJ r Dotetm C' 7i' ~ ,~ Q- l(ti~ ~~~ h~~~ U = ~~ ~ `~C`~.,,.`~ `~e 4-r..~ ~ re~t,t,l ~e~ i ~~ Vl~l.(AM S'~~/i''tGftttl.~'~~7/UTiW~/r••L•v--L---~- ` Attaeh complete plans (to tYe Conaty only) for the system ~w pagror not lade tkan 8112 11 ' has la sine ~ ~ GIi~G 0 Wiscbs~Sin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT ~>d~ ~ -~ r Page ~ _ of 3 to accoroance wnn Comm rs5, wis. Ham. t.oae u t i Pl i h i -- County St. Croix an m s es ze. nc n s Attach complete site plan on paper not less than 8 1/2 x 11 include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 002-1043-60-000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~~j'0 Property Owner Property Location Dori & SrlarOn khOUSe Govt. Lot $E 1/4~ 1/4 S1 9 T 29 N R 1 6 ~ (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 858 220th. St. na na na City State Zip Code Phone Number ^ City ^ Village Town Nearest Road i ~ Baldwin _ DWI 54002 p15 )684-23 4 Baldwin - _~ . ^ New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rat~''~. ~ GPD ~~ ~/ ®Replacement ^ Public or commercial -Describe: ff • Parent material glacial drift Flood Plain elevation if applicaple`` ' • '~~ ft• General comments i - "~ and recommendations: „~ :. :~ ST CFiQtX mound @ el. 98.10', based on contour Line of el. 97.00' ~Ftct~ 1 ~] Boring Boring # 96.50 ® Pit Ground surface elev. ft. Depth to limiting factor 22 in. ' `„' 3oi~ lication Rate th D l i t C D tion Redox Descri Texture Structure Consistence Boundary Roots GP D/ft= Horizon ep in. nan o or om Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10 3 3 non 2msbk mfr gw 2f .5 .8 2 9-22 7.5yr4/4 none sl 2msbk mfr 1f .5 .9 3 22-45 7.5 4 4 water 2 na .4 .6 ~. - 2 Boring # ~ Boring 96.50 26 ~ pit Ground surface elev. ft. Depth to limiting factor tn• Soil lication Rate H i th D i ant Color D tion Redox Descri Texture Structure Consistence Boundary Roots GPD/f~ zon or ep in. om n Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none L 2msbk 2 10-26 7.5yr4/4 none sl 2msbk mfr 3 26-46 7.5ry4/4 water @ 26" sl 1csbk mfr ~- - Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L muent ~i = is ~ sc mgi~ an ~~ ~ ~~ ~ ~ ~~.. CST Name (Please Print) Signature .CST Number Gar L. Steel F 02298 Address Date aluation Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 6-19-200 715-246-6200 Property owner Don Dykhouse Parcel ID # 002-1043-60-000 ., Page 2 of ~_ 3 Borin # r~r-11 Boring g Lea Pit Ground surface elev. 95.30 ft Depth to limiting factor 28 in. Soil lication Rate H ri D th Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff zon o ep in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-10 10 3 3 n 2msbk tTtf 2 10-28 7.5 4/4 none 1f 5 3 28-50 7 5 4 na 4 4 Borin # ~ Boring 99 20 g [] pit Ground surface elev. ft. Depth to limiting factor 25 ~n• Soil A lication Rate tion Descri d R Texture Structure Consistence Boundary Roots GPD/ft' Horizon Depth in. Dominant Color Munsell p ox e Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2 1 0-10 10yr3/3 none L 2msbk , 2 10-25 7.5yr4/4 none sl , 3 5-35 10 4 4 U Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ^ Pit Soil A lication Rate t T Structure Consistence Boundary Roots GP D/ff Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color ure ex Gr. Sz. Sh. "Eff#1 "Eff#2 'Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L Tl)e Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SIID-8330 (R.6/00) ' ~ ,~ ' STEEL'S SOIL SERVICE Gary L. Steel Don & Sharon Dykhouse CSTM2298 SE4NE4 S19-T29N-R16w MPRSW-3254 town of Baldwin N 1 "=40' BM.= to of 1" pvc pipe @ el. 100.00' Alt. BM.= top of tel. ped. @ el. 102.80' 1554 200th Ave. New Richmond, WI 54017 (715) 246-6200 ~~ ~~ 1~~~ ~~ ~~~~~~~ ~.~S © J" Sr` Gary L. Steel 6-19-2001 e~~ ~~ ~ N ~~ 3 Y~v~ ~`~ ~ ~~ ~ \ ~`\ ~ ~~ -~'- ~00' 1~ ~~ . ~' ~~ I -n ~~ ~~ isconsin Department of Commerce Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188-2439 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary July 09, 2001 CUST ID No.227618 THOMAS GUSTUM N13450 937TH ST NEW AUBURN WI 54757 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/09/2003 SITE: DON DYKHOUSE 858 220TH ST TOWN OF BALDWIN, 54002 ST CROIX COUNTY SE1/4, NE1/4, S19, T29N, R16W FOR: Identification Numbers Transaction ID No. 661058 Site ID No. 632837 Please refer to both identification numbers, above, in all correspondence with the agency...., DESCRIPTION: 600 GPD MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 801871 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N 01/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N O1/O1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approv~soryd5tions. .~-; • A Sanitary Permit must be obtained from the county where this project is located m ~c~ ce requirements of Sec. 145.135 and 145.19, Wis. Stats. ,, o'Lru pf~RT ~ ~~F ~i; • Inspection of the private sewage system installation is required. Arrangeme~rn r inspeaR'shall be made with the designated county official in accordance with the provisions of Sec. 145. ~~ Was. Stats. O~~ A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits THOMAS GUSTUM Page 2 7/9/01 required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sinncerely, `' /~ THOMAS J PERKINS POWTS PLAN REVIEWER ,INTEGRATED SERVICES (262)521-5064 , 7:30-4:00 TPERKINS@COMMERCE.STATE. WI.US FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: GUSTUM SEPTIC SERVICE s RECEIVED JUI_ - :; ?001 Mound ~,ot7 Cover Page Project Name: Don Dykhouse Mound Owner's Name Don 8~ Sharon Dykhouse Owners Address 858 220th St Baldwin, Wl 5401)2 715-684-2324 Legat Description se ~ /, NE • ~/, Sec 19 T 29 N, R 16 w ~ Township Baldwin County saint Croix ^~.~ Subdivision Lot# ParcellD# 002-1043-60-000 Table of Contents Q 1 Cover page ~~ Q ~ 2 Mound Sizing Calculations ~ ~ 3 Pressure Distribution Layout and Dynamics ~~ 4 Dose Tank Calculations 5 Management and Contingency Plan ~-~`•..., 6 Plot Map 'S~GN~~ 7 Pump Curve Specifications total # of pages: 7 Designer Name: Tom Gustum License #: D1201 Date: 7/3/2001 fem. S Ph. #: 715-658-1344 ~~jy Signature: ~~~ rgao,~~~,~® Mound System Design Methods Used S,oO e~~~oycs per "Mound Component Manual For Private Onsite Waste~nrater Treatment Systems" (Version 2.0) SBD-10691-P (N.01l01) NQ per " Pressure Distribution Component manual ror Private Onsite Wastetiwates Treatment Systems" (version 2.0) SBD-10706-P (N 01/0~)~C F 3bAdvisement N12486 220th St, Boyceville, WI 54725 Ph: 715.643-6068 email: ;.i Mound System Page 2 of 7 Mound Sizing Calculations Project Name: Don Dykhouse Mound Site Conditions Design of Entire Fill Project Type: 1 or 2 Family Dwelling ~ Cell depth at upslope edge (D): 14.0 in. Slope: g ~~ Cell depth at downslope edge (E): 22.7 in. # of Bedrooms: 4 Distribution cell depth (F7: 9.5 in. Depth to limiting factor: 22 in. Cover thickness over edge (G): 6 in. Absorbtion rate of fill material: 1 gal/ft2/day Cover thickness over center (H): 12 in. Absorbtion rate of in-situ soil: 0.5 gal/ftZ/day End slope width (Iq: 10.0 ft. Effluent quality Eff#1 ~ Fill length (L): 95.0 ft. Max BOD effluent value: 220 mgll Upslope width (J): 5.9 ft. Max TSS effluent value: 150 mg/I Downslope width (Toe) (I): 13.1 ft. Fill Width (V1l): 27.0 ft. Design of the Distribution Cell Basal Area System Design Flow: 600.0 gal/day Basal area required: 1200 ft2 Distribution cell width (A): 8.00 ft Basal area available: 1583 ftZ Distribution cell length (B): 75.0 ft Area of Distribution Cell: 600.0 ft2 Observation Pipes Contour Elevation of Mound: 97.00 ft Location from end of cell (Z): 12.5 ft System Elevation of Mound: 98.17 ft Final Grade of Mound: 99.96 ft Mound Plan View _~ observation Pipes ~Z~~ K ~ ~` t~i~tri}~ufion Gell ~' i~-IC I Tilled ~,rea/F}1 Material.. a Final Grade S~rnthetic Fabric Distribution Cell System Elevation Cover Material Fill Material Mound Cross Section -.. C ~~'`r N a 4 a bry , , v" P b Invert Slope laservation Pipe Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to compty with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(8) Distribution Cell to have minimum 5' aggregate below lateral and 2" above. tM Mound System Pressure Distribution Calculations Project Name: Don Dykhouse Mound Lateral Layout Lateral elevation: 98.7 ft Rows of Laterals: 2 • Manifold type: end • Orifice diameter: 0.125 • In. # of Laterals: 2 Distal Pressure: 5 ft Lateral Length: 74 ft Orifice Spacing/Distribution Orifice spacing (~: 30.62 Inches Orifices per lateral: 30 Avg. ft2/Orifice: 10.00 ftZ Lateral Side View M anifvld Lateral x x x x x Lateral Length Lateral Plan View -" Lateral Length - I Turn-up wlball valve or cleanout plug-~ Orifices on bottom of lateral equally spaced Forcemain connection via tee or cross to manifold at any point Clean Out Detail Clean-out plug Grade { or ball valve J~ater tight cap or plug Sprinkler Box Long Sweep 90 oriwo 45's-~~ Page 3 of 7 Lateral/Manifold Design Lateral diameter: 1'~ • In. Lateral spacing (S): C~ft Lateral to cell edge: 2 ft Lateral discharge rate: 12.36 gpm System discharge rate: 24.72 gpm Manifold diameter: 2 • In. Manifold length: 4 ft Forcemain Friction Loss Forcemain length: 130 ft Forcemain diameter: 2 • In. Friction loss in forcemain: 1.761 ft FCC lakerals and forcemain to comply with specifications per Comm 84.3a(2)te) Observation Pipes 6" Minimu~ Note: Goset Collar may be used in place of 3/8" bar ~-31f3" Bar Nlpund System aa~ a of ~ Septic, Pump and Dose Tank Project: Don Dykhouse Mo_uhnd ~"''~ Tank Information C~ Dosage Volume Pump tank manufacturer: ~' Pump tank size/model: Pump tank gal/inch: Tank bottom elevation (inside): Septic tank manufacturer: Septic tank size/model: Does forcemain drain 800 back to tank? 16.37 ~~.'3~ Lateral void volume: 15.6 gal 80 ft Dosage to absorbtion Cell: 78.2 gal Skaw Precast Forcemain volume: 22.6 gal 1200 Total dosage: 100.9 gal Pump and Filter Total Dynamic Head Pump Manufacturer: H dromati Are laterals highest point? y Pump Model: Shef40 if not, enter highest elevation: 0 ft Effluent Filter; Zabel A100 System head (distal x 1.3) 8,50 ft Vertical Lift ("D" to lateral) 17.67 ft Note: Access opening of sufficient size to be provided to aNow Friction IOSS in forcemain: 1 76 ft removal of fitter. Opening to terminate at or above grade. Pressure loss from filter: . L Jft Total dynamic head (TDH): - 25.93 ft Pump Tank Diagram W~tertightLocking Gaver ~ 4 Inch j With Warning LafJel Finished Minimum Grade Pump must be capable of: 24.7 GPM Alternate and head pressure of: 26.0 ft Qutlet Location.- Elect: per Gomm. amain 16.28 and ~ rvEC3oo Dose Tank Levels In. Gal Vireep Hole 'p' A Reserve 28.7 469.9 or Anti- e siphon B Pump off to Alarm 2.0 32.7 Device C Total Dosage 6.2 100.9 C D Effluent depth for pump 12.0 196.4 Total Capacity: 48.9 800.0 D /~ V ~~~ ~./V ~ ~~~ z~f ~ ~s ~~ - ~~~~~1 Mound System Management Plan pursuant to comet 83.54 W. ,4. C. page 5 of 7 Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. Septic Tank: Septic tanks} are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical biological "treatments" is not required or recommended. lfi such additives are used, make sure they are approved by Department ofi Commerce, Safety and Buildings Div.. Effluent filters are to be removed 8~ cleaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied by sludge/scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1 J3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Pump/Dose Tank If an effluent filter has been installed in the pump/dose tank, it must be removed & cleaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump/dose tank should be routinely inspected to be watertight and of good repair. Mound and Lateral System The mound system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems/failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing/maintenance (i. e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. Lateral distribution pipes should be flushed outftested every 18 months using the cleanout points at each end of the component to remove scum that may clog orifices. Performance Monitoring: Performance monitoring must be done at feast once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the mound and replacing said components in order to return system to proper working order as required. I D I CI BI A ~~ G 8 U I ~ I V ~ Y L~~END ^ =SOIL BORINGS WITH BACKHOE BM1 ~ =ELEV. 100.0' -Top of PVC Pipe- also HRP g~ ~; =ELEV. 102.8' -Top of phone pedestal SCALE =1" : 40' ~~1~° ASTM p3034 or Sch40 4" PVC pi ~~_ ~o~. 7 I 6 I 5 Tank J L I Ji ~`° v ~^d ~ . . B2 ' ~, 96.5' 8 x 75 Aggregate ; Distribution Cell i'~ "il ~' s p p ' ,, ~ ~ ~' ~{ I B3 ~~ `~ p 95.3' ' `~ p I~ ~ B4 Slope 2% ~I N .99.2' C I I+ I'~ ~ Mound i I,; E ' p t ~ 6 ~ ~ II , '~ ~~ ~ 2" Forcemain j ~' __S r--~ ~, ' ~I B1 ~I ~ ;96.5' {13o'j Q i ~ ~ ~ ence M2 B .y `tb ~e p~o~~ ~~ ~,~/~.wdb~ b -jam Q~~~~-~/ wf i hs f~c(~~ F~cisting Syste~ Gustum Don Dykhouse Plot Plan ~ Septic asa 2aotn st Baldwin, WI 54002 Town of Baldwin 4 Bedroom SEY. of NEY. of Sec 19 T29NR16W House We~~ ~ ,„ „ A[ 4 -~- 3 2 1 !Motor Uait submersible Mawd Models SHEF40M1 SHEF40M2 Automatic Models SNEF40A1 SHEF40A2 Ho- wer 4/10 Ful Load s 12 6.5 Motor T Shaded Pole (4 Pole) R.P.M. 1550 Phase l Ei Volt a 115 230 Nertz 60 T afore 120° F Max. Fluid T~ . NEMA De A insulation floss A Disdlar Sire 1 1 Z" NPT Solids HondDa 3/4" W 281bs. Power Cord 18/3, SJTVII, 20' std. (30' opiioeal) i' ~~ ~ Dimensional Data ;. ° ,~$ Q~ 1~Qt15t1"UCt1011 " tiamYe Sttdnlass Steel Oil D'~ekctric OR Motor Cast Iron Cast Iron S 3tee1 Mecboakal Shodt Sect Sect Fans: Carbon/Ceramic Seal Body: Anodised Steel ~Stalnless Steel ws• Basa-N bwered Tb stk Boar Broaze Sleeve Bear' Lower Row Bab Bear Bottom Plole P ester Coated Steel Fast s Stainless Steil lags '' Engineered 16ertaoplastk .~~. ~~ HYDROMATIC 1640 Baney Road Ashland, Ohio 44805 Tel: 419-289-3042 •.fbx:419-281.4087 I Web Site: www.pemairpump.com SALES OFFICES IN ALL MAIOR CITIES AND COUNTRIES Refer ro "Pumps' in the yellow pages of your phone directory for your laal Distributor Item#: W-02-6680 1198 5M a~~ry k ,~: F.., ,., ;: ~ _ .. 40 ~ 30 f ~ 20 10 ~' . ~, ~ ~ I ~ p 0 ~` 20 X30 40 2`~-k2GPM i0 V 70 1 Head (feet) 10 14 17 21 23 28 30 33 (m) 3.0 4.3 5.2 6.1 7.6 8.5 8.8 10.7 GPM (US GPM) 70 60 50 40 30 20 10 0 (liters/sec) 4.4 3.8 3.2 2.5 1.9 1.3 .63 0 M1~" , fix. 1. All dimensions in inches. (Metric for international use). 2. Component dimensions may vary t 1/8 inch. 3. Not for construction purpose unless certified. 4. Dimensions and weights are approximate. 5. We reserve the right to make revisions to our product and their specifications without notice. -Your Authorized Local Distributor - it srr~ ~~ •• .t ~~~~ r sT CRar.~ cour4~i"~ ENANC~I_, .c1.C;cREEMEN°~ • SEPTIC TANK. MA~~ pWNL~RSHIP CERTIFICA°I'rC~j~ FORM ~. OwtitrlBuyer _.~..~.... ~'~ n .,~.~.~~.~--- - Masling Address ,.__ ~ Property Address r ~~ - - (Vcrification required from Planriag pepartnteat for mt'a eanatnrctiaa) O "U`,~ 1 /StatE Parcel Identification N'~unbsr City Y ia~~-a' nF.RC$fp'~'~O~ w(^' z W, Town of i~ • Lacadoa~ '>;,-.~ `~• Sec. ,(.~.,~'~'~~ 1 ~. ~° i,,ot # - - - Subdivislon • ~ o u~c Valtam~: r.. ~___~_= .page # wed Survey Map # ~ Valume .. ~ page # ~ ~~~ ~ 6 772 ~ Warranty Deed ~ .,._ ~w no Lot linos idtifiable ~ yss O ao Spec hour ~ Y~ ~ ut into the system ~~''~ iaaiatenance of your sepdc syxtem could resul~~d~ed by~a h'ceased putnper• What you p~~r maipteuance ~ task every tluec yc~ara or sooner. if cormiats of P~P~ nut tb+e septic tank ~ a treatment stags is the waste dsPosal syatora. ; ~,,~ #~ ~ctlon of the a~dc ~y ~ owner sad by a affront a coriificatioa farm, signed ~ . st-f syste~ra .~ party e~vnar agrees to svbtait to st. Croix Zanies Dep + verifyi~ that (1) du oa»sito wastou~- ~'° ph~r~ jo~ymanplumber,iostrictedplutaberoraliceas~dputupc oonditioa and/or (2) af!tcr haapection sad put~'tug {~ pece:sary), the septic tank is k+is t11aa It3• fi+ti of 8~• is hz Pro1~ ~ vtttG scw~ ( rystonn with time steundatr~s sad a8rdo to ~inta~ the pri State of Wisooz+aia. ~rtiilcatioa ~ ~ tua~~ hava mad the abov t of ~~ ~ ~ Depent of Natural Rewtu~• ~~ O~Ce within 30 got forth. ~~+ as set by t&e ~ to tha b"t. C~coix GountY statir-g tbst Yom' septic syst~-s been maintained must be completed and evturned days of rho thr~ ear e~cpiration data ~ , ~, p/ SItI~A"i'CIRE OF APPLICANT ur kuowfadge. Y (we) am (ace) the cwuer(s) ° ...;,...av r-~sl.1RTi~'TCATIOI~S 1 I ~~~ ~fy that aU statements an the - ace true to the bCSt of Deeds: Oi~Ce. the mp~Y described above, by virluc of $ ~,~- deed recorded in ~+-f3 , ~ - - P DA'C'i3 SIt3NA'~a ©IT APPLICANT eat. ~`««•«« ~ tion that is ms.representedm~y result irr the satxitary pcrtnit baiss8 ravokcd by the ~g.Dep .~~.,~ Any informs ,Narraaty deed from the gsgister of Deeds o,~ice to ~ wl~ thfs appticatioa: a stamped if rnferagae fr made 3a the warranty deed a Dopy of the certiited survey map L _ ~~..z,....w,.,.- ~~. r ,~ -______ _ / r ~ fj UOC;U;.tENT r~c> t'1:iT.: BAR OF W(SCUKSIN FOP.1I ~-198$ ,' 7M1• •-AC[ R['•:RV[D /OR R[CJROIN6 OA~A ~ OUIT CLAIM DEED ' _ 4f ~~~s ,~--_- __ von 8~~~a;:~ 5~~ ~ REGISTER S OFFi~.~ _ - _ ~ ~_ ;~ Donald D~rkhcusp, a/k/a Donald 19. Dykhouse and Sharon Dykhouse,_ a/]c%a Sharon t,.~ Dykhouse, husbari~ and wife~•• -~ suit-ctailas to _ Donald W; Dykhouse andSharon L~ __ . _...-. -.-... D_vlchouse, husband and wife, holding as 'survivorship •••-~ marital property the foll~~win~, described real estate in _.-St. CroiX -, County, State of R'isconsin: ST. CROIK 00., WI Recd for Recor~ ~ r{e~F ~ 1 ~ss~ ,~~ 8:30 A.M a " Rpbt~r of~ p[Tl.'pN TO Tax Parcel No: -.--.°_.....--•-•--•-.---.... 1. Lot One (1), Block "A", S3ugestad end Quale's Addition io Village of Daldwin EXCEPT East 26 feet thereof. 1-. 2. Southeast Quarter of Noltheast C`uarter (SE4 of NE's) and Northeast Quarter of Southeast Quarter (NE4 of SEZ) and South One-fourth of Northeast Quarter of \ Northeast Quarter (S'~ of NE% of NE's), except a parcel of land described as follows: Cottmencing at Southwest corner of Northeast Quarter of Southeast Quarter (NE4 of SE%), thence North 222 feet, thence Southeast 32 feet, thence West 222 feet to place of beginning, all lying in Section Nineteen (i9), Township Twenty-nine (29) Nor+_h, of Range Sixteen (16) West, St• Croix County, Wisconsin. L'f~, ~ _ ~--~ ~ ;~~ This ._15 . _ ......_... -. homestead property. (is) (j~OmL'~ Dated tfiis ._ _ _.-.---. ~.~`.~~ .... ......... day of _ . - _-. .-..-.(SEAL) _ . . ... ... ... .._ .-...-... (SEAL) AUTgSN'1'ICATION Signature(s) ------ - - - _ _ - - ------- ------•-------- ----- authenticated this __.__._.day of ........................... 19. _ . TITLE:. ~iF.14BER STATE BAR OF WISCONSIN ([f not, .. -- - _ _ --- - - - - ---- ... authorized by ~ ?OF.06, Wis. Stats.) T415 INSTRUMENT WAS GRAFTED BY _ Thomas A . McCorrtlack Baldwin, WI 54002 (Si~natlres may he aati•.enticated or acknowledged. Both arc not necessary.) ... . -,Dorlaid..W.-.Dy-kho-se-__,, ~_ .v.;.Q~~.:~.. ,; ("_'-~ ;. :.~.fLGliL~t. ~_ C-.~" ~ „ysLL-~t.~~~SEAL) . ,. Sharon T•. Dykhc. • ACgNOWLSDCiMENT STATE OF WISCONSIN ss. $t.-•Croix ...................County. Personally came before me this ________________day of --•-••-------•-------•-•-•----••---------•, 19..91__ the above named -- Dpx,,.a..1,d.. I?yk~use ~.. a~lcf a Dora-ld _?^(:--__.....-..-- Dykhouse -and -Sharon • •]:),y)ds~,_. ~/k/a ------- Sharon L. khouse .~~. ~. G - ------ to me known to be the person -"s---'• -who eie<ecuteld the fore~oir~ instrument and acknowledge the, Mme. Notary Punlic - ~/ /.!-`~~~I - County, Wis. CIF Commission is permanent. ~ If not, state expiration date: _ - . - - ------ -- -.....__........, 19----•--••~ QUIT CLAIM DEED vT~TY: /t 7N riF N'I~rrtt~ly rOR~~ ` - V1'~..~•u•:in i.~trl R!.nk Cn. Inr. it'iwv.i..e, K... I HEAD/CAPACITY CURVE I ( 22.~~ ~D~ FLOW PER MINUTE HEAD CAPACITY CURVE W EFFLUENT MODELS ~ ` 53 55 140 161 163, 165, 18 5, 186, 188, 189, 191 MODEL 42 48 , , 98 137 139 , , 4161 4163 4165 41 85 4186 4188 4189 ' a2 14o 57 59 , 414 0 TRS GAL LTRS GAL LTRS GAL LTRS GAL. LTRS. GAL. LTRS. CAL. LTRS. CAL. LTRg. FT. M. GAL. LTRS. GAL LTRS. GAL. LTRS. GAL. LTRS. CAL LTRS. GAL. LTRS GAL. . L . . . . . . 170 135 5 1.52 15 57 32 121 43 163 72 273 93 352 91 344 100 379 61 231 61 231 58 220 145 549 145 549 45 40 ,~ 10 3.05 11 12 25 94 34 129 61 231 79 299 B4 316 93 352 61 229 61 231 58 220 140 530 140 530 45 170 15 4.57 6 23 15 57 19 72 45 170 64 242 76 288 BS 322 60 227 6i 231 58 220 1}4 507 135 511 45 170 3B 125 20 6.10 25 95 36 136 68 257 79 299 59 223 60 227 58 220 128 484 131 496 45 170 25 7.62 8 30 59 223 70 265 57 216 59 223 58 220 122 462 125 473 45 170 120 ~ 9.14 49 185 62 235 55 206 SB 220 85 322 SB 220 116 439 120 454 45 170 36 191 40 12 19 21 79 45 170 46 172 55 206 70 265 SB 220 104 394 109 413 45 170 115 50 15.24 20 76 33 125 50 189 51 193 58 220 90 341 97 367 45 170 34 110 60 18.29 15 57 39 148 32 121 58 220 71 269 85 322 45 170 70 21.34 2} 87 9 34 52 197 51 193 69 261 45 170 32 105 80 24.38 10 38 45 170 28 106 51 193 45 170 90 27.43 31 117 2 B 34 129 45 170 30 ,~ 100 30.48 16 60 17 64 40 i51 95 110 32.00 • 15 30 114 28 120 36.58 20 76 90 186 130 39.62 10 3B 418 , 6 LOCK VALVE: 19' 19 ' 19. 25' 2 3' 2 6' 46 ' S 6' 6 6' 8 6.5' 7 3' 11 4' 9 1' 11 0' 13 7' 26 85 24 80 165. 416 75 22 70 O CAUTION Model 185/4185 should not be subjected to t TDH 30 f h zo 6s . ee an less t 60 'x 6 NOTE: For Head Capacity on Model 112, Industrial 16 , 3 1 89. 4,e9 column-explosion proof pump, see FM0219. ss 16 0088716 50 14 45 12 40 140. 16 8. 4140 4 1 35 10 JO 185, 6 137 N85 25 a39 6 20 15 4 42 10 ..161: 2 4161 5 ~ 98 ~ 0 U.S. GA LLONS 10 20 3 0 b 5 0 60 7 0 8 0 90 100 1 10 1 20 1 30 1 40 15 0 1 60 LITERS San 32n arln 46 0 56 0 6 40 284 1284 292 1292 293 1293 294 129a 2 12 95 95 Gk LT9i Gk lTRS. GIL L716. GN. UpS. Gk lTR7. 180 158 681 598 110 1x1 570 169 -- -- 1% tet 742 68.5 211 199 810 757 135 511 108 109 118 K] I85 625 181 e% 106 101 91 311 l0e 109 150 586 169 636 76 288 75 261 % 363 I16 515 I5/ Se3 43 i63 56 212 Bz J10 121 158 tW SJO 10 78 4B 182 91 356 115 435 58 220 89 ]37 13 19 59 223 2J e7 JS' t2' S0' 6T 75' I A CAUTION Model 293/4293 should not be subjected to less than 15 feet TDH. oo99ow © Copyright 1999 Zoeller Co. All rights reserved. 5 1 ,,,, .__ _._ ___ __ __ _-. 0 '~~~'1/) _ .... SLOW PER MINUTE vo ~ ZONING AC~ WOR.KSHEET ~~ ,6 a~~~ Pro e ID #: ~- d a~ Parcel #: ~ L•~•-L~--• a~ p ~ .1~-= ..~.~ _ Mnaicipality: ~ G Property Address: ~~ .S~QO~ Owner Name: o case Other Interest: Other Interest: Activity: Special Exception Variance ~Rezoaement~ /o, o~ r a ~ 6 ~) la~ ~ l ~)~~ ~ ~~~ ra~~ a ~ Request Date: Acres: ~ ~ ~ r a ~ w e ~ Zoning District: A2 AG ~~ RES COM IIvD Past Zoaiag: A2 AG A!R RES COM IND a District: S~ORELAND WETLAND FLOODPLA.IN RIVERWAY NONE Overl y Type ofVariance/Special Exception: - Ordinance Citation: ~" Ordinance: ZO SANITARY SUBDIVISION Conditions: ~ ~ _ Decision: APPROVED DENIED ~'IT~~'~ Date of Decision: G ll Notes: Hardshi .Conditions upport Linked to Rezoning Objections p ORDINANCE AMENDING CHAPTER 17 ST. CROIX COUNTY LAND USE ORDINANCE REZONING LAND FROM AGRICULTURE TO A RESIDENTIAL ORDINANCE N0. 3 ~~ WHEREAS, the Statutes of the State of Wisconsin provide for a Planning and Development Committee to actin all matters pertaining to county planning and zoning; and WHEREAS, the St. Croix County Board has established the St. Croix County Planning, Zoning and Parks Committee; and . WHEREAS, at the request of the County Board this Committee is to review petitions, hold public hearings, and present its recommendations for rezoning requests to the County Board for action; and WHEREAS, the St. Croix County Planning, Zoning and Parks Committee held a public hearing on the rezoning request of DON AND SHARON DYKHOUSE on March 8, 2000 at the St. Croix County Agriculture Center in Baldwin, Wisconsin; and WHEREAS, the St. Croix County Planning, Zoning and Parks Committee having considered all written information and verbal testimony presented at the hearing, and finding that the request meets the requirements of Wis. Statute 91.77, voted to approve a rezoning of the following described land: A parcel of land located in the Southeast Quarter of Northeast Quarter (SE '/. of NE '/.) and Northeast Quarter of Southeast Quarter (NE '/. of SE '/.) and South One-Fourth of Northeast Quarter of Northeast Quarter (S '/• of NE '/• of NE '/.), except a parcel of land described as follows: Commencing at Southwest comer of Northeast Quarter of Southeast Quarter (NE '/ of SE '/.), thence North 22 %s feet, thence Southeast 32 feet, thence West 22 '/2 feet to place of beginning, all lying in Section Nineteen (19), Township Twenty-nine (29) North, of Range Sixteen (16) West, Town of Baldwin, St. Croix County, Wisconsin. Containing 50 acres. Based on the following findings: 1. Majority of land to be rezoned is pasture land. 2. The request meets all county zoning ordinance requirements. 3. The provisions of § 91.77 have been met with this rezoning request. 4. The Town of Baldwin has recommended approval, and also found, among other things, that the request is consistent with § 91.77. THEREFORE, BE IT NOW ORDAINED by the St. Croix County Board of Supervisors, meeting in regular session, that the parcel is now rezoned from Agriculture to Ag-Residential. Dated this ~ ~ ~ day of ~'~ ~y , 2000. ST. CROIX COUNTY PLANNING, ZONING AND PARKS COMMITTEE RECOMMENDS DENIAL: Ronald Raymond Linda Luckey David Hense Geraid Larson Art Jensen RECOMMENDS AP - --, i 1, Linda Luckey ~ David Henke o -- ,.~ Gerald Larson C_. .., - Jensen .. gYA~ OR WISCONSIN COUNTY OR 8'1; CF~t t, ew E. NeNaa, >st. Crobc Counb CNA6 DO MEREdY CERTIFY thn ~ M ~ itw ~N ooract„ fopy°_~o"~J fdoptta blt tl~ C Board d Suparvbc a ae-o tt tluk matlno IMId ~ n aw ~~ Bt crobccowigr c~adc