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HomeMy WebLinkAbout020-1033-20-000Wisconsin 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 Quasius, Thomas & Suzanne Hudson, Town of ;ST BM Elev: Insp. BM Elev: BM Description: ~~ ~. a c ~~- o U ~-, I. ~ 8 I'lil. ~ IANK INFUKMAI IVN TYPE MANUFACTURER CAPACITY Septic //j / v (/ ~n~~ Dosing jt ~ (~j V ~b ~ Aeration ~ f /~ ~ ~ ~ r Holding TANK SETBACK INFORMATION TANK TO P~ ~LL BLDG. Vent to Air Intake ROAD Septic ~ 70 - ~ (~ i ~ 07 ~/ Dosing V~jy~-~ ,'„~ Aeration Holding PUMP/SIPHON INFORMATION ~[~ f~- Manufacturer Demand G>~_ Model Number ~ , r ~~ 2 TDH Lift ~ ~ - Fricti ~ Lo ~ System Hiea ~ T~~ `! Ft Forcemain Le t ~ Dia.~ ~ Dist. to Well/ ~ /~ cf111 AQCfIQOTI/lNl CVCTGIIA , C ~ It / n. ./ / .._ // // county: St. Croix Sanitary Permit No: 499141 0 State Plan ID No: Parcel Tax No: 020-1033-20-000 Section/Town/Range/Map No: 17.29.19.1466 tLtVHIIVIV UHIH STATION BS HI FS ELEV. Benchmark ---- , ~ ~ ~o S~ / Alt. B ~ v ~' DT 3 Bldg. Sewer ~ f ~ f -f3 ~ ~ ~~ ~ ~~ S tlnlet ~G~-~C.~ i ~~/ /~ f ~~,~- St/Ht Outlet Tk~ ~gy..- <i ~ Dt Inlet Dt Botto eader/ n. ` f I~ a ~ 2 h~ „ .~ ~iy 9~~ ~ 7 Dist. Pipe j Z S ~~~ ~I g r S~ t~ Bot. System 7.79 ~- S Final Grade 2_ ,79 v `I7.5 stJ 2 ~ ~ ~ S . S I'14 P%t~S ~' (n.. __._---__ BED/TRENCH -__ _~_~_ - ~ - Width -__--_ Length iraiiv •-_ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3/ / 3 SETBACK SYSTEM TO P/L BLD WELL LAKE/STREAM LEACHI G CHAMBER OR Manufactu /,//~~~ fl INFORMATION Ty Of System: „ / Y ~ ~ g ~ /.,~` / (~(J 1 UNIT Model Number: r~ DIST IBUTION SYSTEM ~ /~~ ~ f/6txf -rf'r' ~' Sl~t.~~-~-~-Q Header/ anifold y / Distribution ~ x Hole Size x Hole pacing Vent to Air Intake Length Di ~ ~ Length_~ Dia~ Sp~ng~_ ~- Cnll 1^_f1VFR ., o.e~~~~.o e.,~•em~ n.,l., YY Mn~~nrl nr At-Grade Systems Only Depth Over ~ ~ / / Depth Over xx Depth of T il xx Seeded/Sodded xx Mulched ' Bed/Trench Center ~ Bed/Trench Edges opso Yes ,' No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: '~/ G~ Inspection #2: / / Location: 966 Priester Lane H dson, WI 54016 (SW 1/4 NW 1/4 17 T29N R19W) NA Lot Z ~(~'~F~ ~_ nParcel No: 17.29.19.1466 1.) Ait BM Description = I"I ~ Yt ~ ~~ `'""""' ` ~~`q~ ~ ~~~1 ~'-' - 2.) Bldg sewer length = 23 ~ ~Lt ~L -- (,t,dd,r ~~ ~ /.~~~~~~ - amount of cover = .~ ~ f 0- ~~ Plan revision Required? !Yes ~ ' No ~ ~~ I Q'7 Q~"~-~ c ~" T I~r~~ Use other side for additional information. / J - ~ -- - __ Date Insepctor's 'nature Cert. No. SBD-6710 (R.3/97) Safety and Buildings Division County ~ 201 W. Washington Ave., P.O. Box 7162 St. CI'OiX ,5~~~~n Madison, WI 53707 - 7162 Sanitary permit Number (to be filled in Co.) Department of Commerce (608) 266-3151 f Sanitary Permit Application N~ Plan I. .Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide project Address (if different than mailing address) may be used for secondary purposes Privacy Law, s15.04(1)(m) I. Application Information -Please Print All Information Same Property Owner's Name Parcel #; Pending Lot # Block # 020-1033-20-000 Na Na Thomas & Suzanne Quasius JUN 2 0 20 0 7 Property Owner's Mailing Address Property Location / 966 Priester Lane ST. CROIX COUNTY (1 ySVV ,~,, ~,i4, Section 17. (•~T ~(O) Ci S tate ty, Zip Code T 29 N; R 19 W Hudson, WI 54016 (715 386-4032 IL Type of Building (check all that apply) X i or 2 Family Dwelling -Number of Bedrooms 3 Subdivision Name CSM Number ^ Public/Commercial -Describe use N8 - existin 1.69 acre arcel ^ State Owned -Describe Use ^City ^Viltage XTownship of Hudson III. T ype of Permit: (Check only one boa on line A. Complete line B if applicable) `~' ^ New System Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner ~, /~~/ ~/ ~ D~/O~ ~" IV. T e of POWTS S s tem: Check all that a 1 Non -Pressurized In-Ground ^ Mound ? 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. DispersallTreatmentAren Information: Three trenches @ 3' X 62', thirty four (45 total - 15 per trench) "Quick 4W" Infiltrator Chambers at 20.0 . ft./chamber +3 r, end c s = 917.40 s . ft EISA Design Flow (gpd) Design Soil Application Rate (gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 450 gpd 0.5 gpd sq. ft. 900.00 sq ft 934.20 sq ft EISA 96.50', 97.50' & 98.50' VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tacks Tanks Septic or Holding Tank 1,000 1,000 1 Wieser Concrete X Aerobic Treatment Unit nosing Cb~r 5 750 1 Combination ST/PC X VII. Responsibility Stat ent- I, the adersigned, ssnme nsibili for installation of the POWTS shown en the attached plans. Plumber's Name (Print) Plum 's Signature MP/MI'RS Number Business Phorte Number James K. Thompson - MFRS #30021 (715) 248-7767 Plumber's Address (Street, City, e, Zip Code) 340 Paulson Lake Lan ,Osceola., WI 54020 VIIL C /De artment Use On pproved ^ Disapproved Sanitary Permit Fee (includes Date Issued Iss ' g Agent S gn (No ) Groundwater Surc ee) • ^ Owner Gtiven Reason for Denial :~ ~ ~t~ IX. Conditions of Approval/Reasons for Disapprt~val ~ ~ /J ~~2.~ ~~(/ ~ G~ ~~F~ X .- `~ /~2~.-~~- Gti~ ~~ec~ Attach campkte plane (~ the Ceaaty oely) far the spsbem oa paper mt less than 81/2:1 i iachea in size SBD-6398 (R. OI/03) ~.i1duJ ~~4 ~ Sa7eda/ua~b.~~o,'~ E/eda-burr of w:i/w,P'v~-1Pace, ~ Elc~/a~o~ ~u.~ 8,zcnG = 8f439'~~G99.dG~` p0 3'' • IOCa.,F.c~l Pr'o~o. s~•fe F7codF~„fie elw~ : 9i~3'C~o6.s us.~.s~ x.82.0 ~P~~i9~ ~ B. : 6~QdL a-E eJc~~~r.~ 7M «~y ~a..~us~o~,~o., Cor'ncro{Fou•+o/a-b'cn. SwSw s~c.i~T29it. /9w. Tp. ~~ ,~k dson S t • cro iX Co., c.~'• Eirisfin~ 6u:/di.,q Sewv /~ ~ ti I v l~~ ~ EX•Sr~'~q ~ieat~inan ~ ~ ~n~ f~bcn do>-, ~. ~ 4 S ~ /' CoQ/2 . ~~ n u ~ 1 ; ~ a $ u..,,p 4.,, -.,, 81 ~ ` ~ ,,,,(( ~ "Sc~. ~V PrJC. ~Gerr~in •~~~ ~ `. ~ ~ ~ ljlor- ., ~, ~ ~ ~~ TT ~ \ t ~ ~ `, >2 ~J ~ , i ` ~ ~ ~ ~, ~ i ~ ~ ~ ~ ~ ~8y , \ ,,p ~~ ` ~ ' - t ' ,,,~ 1~ t ~ ~~ ~ ~ ~ . ~ ~ 1 ~` ~ 83' ' ~ 'o ~ ~ `o° a 1 ~ ~ D ~ o 9 X2,3 o ~ ~ o a o~ ~as~~e~ ~ ~~ ~~ i Z ...~ w...1 r. ~~~~ ~ ~` :C//• .~,o~Ci~'C Company, -~s Sys~~.nOmus~ 6c de~ein,,-~~ Quasius 3 bedroom Dose Conventional Pump Chamber Calculations 1. Force Main Diameter 2" / Length 50' ~ ~ ~ Flow rate SO.O9~a1./min.± Friction loss 1.65' (50')(3.30 ft./100') Z ~ ~ (SQ'x3.30ft./100ft.) = 1.644 ft. 2. Total dynamic head: Min. supply pressure 0.00, Vertical lift 5.50' friction loss 1.6 ' Total dynamic head = .65' / ~ . I 3. Pump selection: Manufacturer: Zoeller Model number. BN 53 Pump will discharge approx. 38.0 gpm @ 7.65' TDH 4. Dose chamber: Manufacturer & capacity: Wieser W 1000/500 MR Comb. ST/PC - 51.00" (a. 9.84 gal./inch (501.84 ag 1• actual Sizing: A) One day holding capacity: 30.50" = 300.12 gal. B) Alarm setting: 2.00" = 19.68 gal. C) Dose volume: 6.50" = 63.96 gal. (SOOgal.x20% Design flow) + (.164x50') = 108.20 gal. Max. Dose D) Reserve storage: 12.00" = 118.08 2a1. TOTAL 51.0" = 501.84 gal. Dose Tank Information Electrical as per NEC 300 and --- Comm 18.28 WAC Disconnect Tank component is properly vented Wieser W1000/500M Ca ci 501.84 Volume 9.84 Manufacturer Gallons gaUinch A B C D Dimension Inches Gallons A 30.50 300.17 B 2.00 19.68 C 6.50 63.91 D _ _ _ _ __12.001 118.08 Total _ 51.00 501.84 locking cover with warning label and locking device and sealed watertight i 4 in, min. ~_ E- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~mp off elevation (ft) 94.00 Dose tank elevation tt) 93.00 __ _ Alarm Manuafacturer ! LevelArm Alarm Model Number ! DLV Pump Manufacturer .Zoeller Pump Model Number BN53 rn w w LL ~ s zo W ~ 15 4 r 0 ~ 10 0 2 ?'[~ 5 0 GALLONS LITERS 0 PUMP PERFORMANCE CURVE MODELS 53/55/57/59 ooe~~ 10 20 30 ~( ~40 50 80 160 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Variable level float switches available. • Variable level long cycle systems available. • Available with special cord lengths of 15', 25', 35' and 50' • Alarm systems available. • Duplex systems available. Sin eSsd Contrd Sdedion LIeBn s Nadel Vdfs Phase Yode Am Sim ax Du ax CSA UL M53/55 8 M57/59 115 1 Auto 9.7 1 -- Y Y N53f5 8 N57/59 115 1 Non 9.7 2 3 or 4 8 5 Y Y ' BN53 115 1 Aulo 9.7 Y Y ' BN57 115 1 Auto 9.7 --- N Y ' BE53157 230 1 Auto 4.8 Y Y D53/55 8 D57F9 230 1 Auk 4.8 1 _ Y Y E53/55 & E57759 230 1 Non 4.8 2 3 or 4 8 5 Y Y ' Singfe piggyback swikh inducted. TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 53/55/57159 Feet Meters Gal. Liters 5 1.5 43 163 10 3.0 34 129 15 4.6 19 72 Shut-off Head: 19.25 ft.(5.9m) 10 1118 11 12 NPT s~ SELECTION GUIDE 1. Integral float operated mechanipl switch, no external control required. 2. Single piggyback variable level float switch or double pggyback variable level Float switch. Refer to FM0477. 3. Mechanical atternator'M-Pak' 10-0072 or 10-0075. 4. See FM0712 for coned model of Electrical Alternator. 5. Variable level control switch 10-0225 used as a control activator, with Electrical Alternator (3) or (4) float system. ~ GA ON Forinfamationanaddi6onalZodlerproducfsrefertocatalogonRggybadkVariableLevelFloatSwitdtee, FM0477; All installation of controls, protecbon devices and wiring should ba done by a qualified ElecticalAltemator,FM0488;MecherlikxlAltemator,FM0495;SumpJSewageBasins,FM0487;andSinglePhase licensed eleclridan. All electrical and safety codes should be followed including the Simplex Ptanp CantroYAlaam Systems, F#~10732. most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. --~ -------'_ MAIL 70 P.O. BOX 18347 -- - - ,----- ~ilffarlL~VVo Lousvilb, KY 4 02 58-034 7 AAanufaclurersol.. ~ SH1P 70: 3849 Cane Run Road ® Louisville, KV 40211.1981 ~iuirr P4MP6 SNCE ~~iJJ htq~J/www.zoellercom PUMP LO (5~) 7 x(502) 77~)B~~PUMP ® Copyright 20tH Zoeller Co. All rights reserved. ' Safety and Buildings Division County ~ i 201 W. Washington Ave., P.O. $ox 7162 St. CT017C ~seons~n Madison, WI 5370 - 7162 m ber (to be filled ;n by Co.) Sanitary P ermit Nu Department of Commerce (608) 266.. ' / ` / `~ ~ t rl T I unitary Permit Applicatio N~ Plan LD. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you pr a project Address (if different than mailing address) may be used for secondary purposes Privacy Law, s15.04(lxm) Q l // I. Application Information -Please Print Ali Informs ' , Same ~ ~t0~ r r- P.~~ L.~ Property Owner's Name Parcel #: Pending Lot # Block # 020-1033-20-000 Na Na Thomas & Suzanne uasius AU G 2 4 2006 Property Owner's Mailing Address Property Location 9661?riester Lane ST. CROIX COUNTY SW ''/s, NW '/., Section 17. city, state zip C ~ ~~ / T ~ N; R 19 W / ., , Hudson, WI 54016 (715 386-4032 l J II. Type of Building (check atl that appty) X 1 or 2 Family Dwelling - Number of Bedrooms _~~ a ~,~,`,_ Subdivision Name CSM Number ^ Public/Commercial -Describe Use Na - existin 1.69 acre el ^ State Owned -Describe Use ^City ^Vlllage XTownship of Hu on III. T ype of Permit: (Check only one boa on line A. Complete line B if applicable) `~' ^ New System X Replacement System ^ Treatment/I-Iotding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T e of POWTS S s tem: Check all that a t X Non -Pressurized In-C,round ^ Mound ? 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-[ess Pipe ^ Other (explain) V. DispersaUT'reatmentAcea Information: Three trenches @ 3'X64', thirty four (48 total - 16 per trench) "Quick 4" Infiltrator Chambers at 19.1 s . ft./chamber +3 r. end ca s = 934.20 s . ft EISA Design Flow (gpd) Design Soit Application Rate (gpdsf) Dispersal Area Required (sfj Dispersal Area Proposed (sf) System Elevation ' ' ' 450 gpd 0.5 gpd sq. ft. ~ 900.00 sq ft ,~ 934.20 sq ft EISA / , 97.50 & 98.50 96.50 VL Tank Info Capacity in Total Number Manufacturer Prefab Site Sleet Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks !./ ~ septic or Holcting Tank 1,000 1,000 i AK Industries X Aerobic Treatment Unit nosing Chamber 7 0 750 1 AK Industries X VII. Responsibility State nt- I, the ndersigoed, assume res tty installation of the POW!'S shown on the athched plans. Plumber's Name (Print) lum 's Signature MPlMP12S Number Business Phone Number James K. Thompson ~.-- MPRS #30021 (715) 24&7767 Plumber's Address (Street, City, S ,Zip Code) 340 Paulson Lake Lan ,Osceola, WI 54020 VIII. Coun /De artment Use Onl ~, Approved ^ ` Sanitary Permit Fee (includes Date Issued Issuin gent Sign (No s) L~~~ \ Ground stet Surcharge Fee) J ^ (. ~ts tven Rea for Denial '~00 . ob ~~~ b~ IX. Conditions of Approval/Reasoas for Disapproval ~.. 1~cw! ~ ~ cQ. a ab • c_ 3J ~t~c,~ .. sYB'f~M OMVNIE~E: 1. Septic tank, effluent lifter and ~ "`'~ 5~: ~.. -- 3(0 ~~ P~.~J Z~ ~ i d I rtaine ~ ~ _/ dispersal cell must all be servit:es / ma ae per management plan provided t>y phnnber. H, r! 11..,1 d,ita~,.. T~ ~ce, ~G~ Gk' ~ - 2. All eelbsck requirements must be maintained ,/ /n~ k / dtt l d co or icab e ea per tspp tarlces. ~ l_.t) ~1~, , ~ r ~..,• SP,~a~, ,~.; ~;,.., c. c Attach complete plan.9 (to the Ceapty oMy) foi the system oa papeE}ot less than 81/2 x 11 inches In >nze t5 ~, ~~ ~ ; ~ t..)~dl-~CJK. ~2.. o~ SBD-6398 (R. Ol/03) l ~~Q~,Q. ~:11~ ~- E~eJa-6'onoF w:r/rrw,P;vr,,.~ace, Time 8, ZtOG = 8f439'~(G99.aG~` 3,,p0 F7codF~~:r~.e e!~ _ 9i a3' (~ob.s'u.s.G. ~ _ ~ ...~., ~~~o~ Fb~a/a~b'~. E/ev: = io~9~' R~s.d~xc Eiris~i~' bu;/d~'.,q 5ewv Eo rc r+ ~o:n. U Ga.~`~¢ E',r,s~;.~q fiea.~ran ~ ; v ~ ;. ~~ i46c., do,-, 4 5 roc ~' Co~Je . Pro~i7.sC.o~.I,C~ Sn c~u 5 ~"iY S `~ \ />o/y.~y/enc :u,~~a.l. S.T. ~ ; f ~ Aso ~~ ~o~..,P ~~,~, b~ --•., •~ ~ ~ ~ 8! ' ~, ~, ` ,, ~ ~ , , r •. ~~ ~ 5 ~ ~ ~ , ~ , ~ ~ ; , , ~. t ' t ~ ~ ' ` t~, `, t ~ t ~ ' ~ ` f ~8y t ; ~ ~~t`, ~_ , ' 1~ ,[ t i i t O t t, 't t~~~~~ ~ .. , _, ; i o ,f~• , i ,t _, qo p q~~ yq.0 3i i i p v a c ~?Z' o a a o off. op a. epsCm¢/~ / u{j li~/ r~ b%ry ~- ~rox. ~~~~ • EiWa~o~ • /oca~Pr-o~o. s~5afe ca/e: '= s~o' ~ ~~~,98, TM r~~y ~ua~ics/orojo., Sc..~Scv, Stc. i7 T 29/1.~~ /9W; To. o; .~oCC~~c ~amparo~-fgs r eo» ~'Gi oc./a~E.'cr~ O~ o~'i S Zvi rte/ S~.S~r~ rYluS~ be de~c/ir~,~iJl~,/ ~~G~~-/ ~g. /S~YXo O Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85. Wis_ Adm_ Code 1986 Page 1 of 3 A.C.E. Soil & Sfte Evaluations County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must l i d b li St. Croix nc u ut not e, mited to: vertical and horizontal reference point (@M), direction and percent slope, scale or dimemsions, tarth anow, and location and distance to nearest road. Parcel I.D. 1033-20-000 Please print all information. viewed a Dat Personal information you provide maybe used for second pu (Pri , s.15.04 (1) (m)). _ /~~% ~ D I/ Property Owner Property Location Thomas & Suzanne Quasius Govt. Lot SW 1!4 NW 1/4 S 17 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 966 Priester Lane Gity State Zip Cod ~ City J Village ~ Town Nearest Road Hudson ~ WI 01 ~ ) 386-4032 Hudson Priester Lane ~ New Construction lJse: ~ R identi~~i ~u o bedrooms 3 Code derived design flow rate 450 GPD f/ Replacement J P lic or cNNOm Ce~rcOi`X CDescri8b: Parent material Glacial Drift SS • ~~~" , Plood plain elevation, if applicable unknown General comments and recommendations: Soils are suitabl r convent' nal system at 0.5 gpd loading rate. Recommed installing 3 trenches at elevations 96.5', 97.5' .5'. Dosing required to reach system area. (''~''~ ~ 7 r Boring # J Boring ~J ~ Pit Ground Surface elev. 100.75 ft. pepth to limiting factor ~ 113" in. Sal Application Rate Horizon Depth Dominant Caor Redox Description Texture Stn~cture Consistence Boundary Roots P D/ft~ in. MunseB Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 1 0-20 10yr2/1 none 1 1f&msbk ds gw 3fm2c 0.4 0.6 2 20-50 10yr3/3 none Ifs 1msbk mvfr gw 1fm1c 0.5 1.0 3 50.77 10yr4/4 none Ifs Osg dl - 1f 0.5 1.0 4 77-113 10yr5/4 none Ifs Osg dl - - 0.5 1.0 Boring # J Boring Pit Ground Surface elev. 102.12 ft. 80" in. Soil A ication Rate Depth to limiting factor ppl Horizon Depth Dominant Color Redox Description exture Stnrcture Consistence Boundary Roots tft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 •Eft#2 1 0-25 10yr2/2 none I 2f&msbk ds gw 2fm1c 0.6 0.8 2 25-35 10yr4/4 none Ifs 1msbk mvfr gw 2fm1c 0.5 1.0 3 35-57 10yr4/6 none Ifs lmsbk mvfr cw 1fm 0.5 1.0 4 57-80 10yr5/6 none s Osg ml cw - 0.7 1.6 5 80-105 10yr5/6 f2d 7.5yr5/8 Osg ml - - 0.7 1.6 ~' ~ 3 ~ ,, * Effluent #1 = BODS> 30 <_ 220 mg/L nd TSS >30 < 15 /L " E ent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature• CST Number James K. Thompson ~' - 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola 154020 6/8/2006 715-248-7767 Property owner Thomas & Suzanne Quasius Parcel ID # 020-1033-20-000 Page 2 of 3 a Boring # Boring /~ Pit Ground Surface elev. 100.28 ft. Depth to limiting factor > 108" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Mur>sell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-28 10yr2/2 none I 1f~msbk ds gw 2fm1c 0.4 0.6 2 28-44 10yr3/2 none Ifs Osg dl gw 2fm1c 0.5 1.0 3 44-60 10yr4/2 none Ifs Osg dl gw 1fm 0.5 1.0 4 60-108 10yr4/4 none Ifs Osg dl - 1fm 0.5 1.0 Boring # Boring tJ/ Pit Ground Surface elev. 97.18 ft. Depth to limiting factor 68" in. Sal Application Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Caor Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-46 10yr2/1 none I 2f&msbk ds gw 2fmc 0.6 0.8 2 46-54 10yr4/3 none Is 1 msbk mvfr gw 2fmc 0.5 1.0 3 54-68 7.5yr4/6 none, Is 1 msbk mvfr cw 2fm 0.5 1.0 4 68-90 10yr4/6 2d 7.5yr4/6 s&gr Osg ml cw 1fm 0.7 1.6 5 - 06 10yr5/3 none s Osg ml - 1fm 0.7 1.6 ^ Boring # -~ Boring _f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color 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 The 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. SBD-8330 (R.07/00) A.C.E. Shc & Sine ErdlUaUpns E/eva~`on of w:Now,P;,~,r,Qace, Ttcne. B,Z.tOG = Bf439=~~G99.dG''-` FrLOc~Frr.~2 2~t~! 9/. 43 ~ (7o6.S'u 5.6. SJ - X16_ fS.nl. ~ 6~adc a~ EXis," d ~~~of Fo~+da-~-~ R~:.dam F1ev:. iot~9lt' Ga.~ag¢ E,rs~n~ fiCGlt~i,icn ~ Lµ-1~ .46an doy~ ~ 4 5 ~/' COa~e . ~ .~ ~~ ~` ~ ~ , f ; ~%~i~~, 1~/C• /~SSuinfal i ~~ ` ~ ~',` ~`` ~~1`~` ,~ ~`a'~~y ~5/ti ~,Jl , r 1 ~ i ~ Z ~, 1 , 1 ~ ~ ~ ~ ~ 1 ~ : \, `I ` 1 ~ \ , ~ ado ,[ 1 , , ~ ~ 1 , ~ ~ ~\ ~ ~ ,83' y~° q1 o' 3, ~ p a 3 , ~1Z' o ' ~ O a O O. ~/~ . ~c m¢i b,,,,,r~`Y ~ ,~y ~~''~ /' ~~+ .~000i~C ~ompanan ~g.S eGn ~'Cl Gt./Ql~.'~ O~ ~Yi ~S ~i nom/ s y sum rY1 u Sf bt c% ~s i„-,,~•~ 4,/ ~Or': w fn 5 y sum ,'~ sFa.~w~'u-~. • Elu/a~c~ /oC1t~Proo, sdsr.Ye ca/ "= SAD' ~PP~"~i96 TM <~ ~y Ck~a~z~s,oro~o., .~ ScJ.Scv, Scc.i7, T19n~P i9w; 7'v. a ~,30~3 NOTE: THIS IS NOT A BOUNDARY SURVEY. THE PURPOSE OF THIS SURVEY IS TO MARK AND DEFINE THE FL000 FRINGE ELEVATION OF 706.5' AND TO SHOW THE LAYOUT OF THE IMPROVEMENTS AT THE SITE THIS SITE PLAN DOES NOT TAKE THE PLACE OF OF COMPLETE LANG SURVEY NOR SHOULD IT BE USED FOR SUCH PURPOSES. NOTE: THE FLOOD FRINGE ELEVATION OF 70fi.5' WAS PROVIDED BY THE ST. CROIX COUNTY ZONING OFFICE. THE ELEVATIONS ARE REFERENCED TO THE BOTTOM CONCRETE STEP ON THE SOUTH SIDE OF THE OMELLING _N_ OWNED BY ED FRANZ. ELEVATION PREVIOUSLY ESTABLISHED AS 702.70' THE DWELLING OF ED FRANZ IS LOCATED AT 964 TROUT BROOK ROAD, HUDSON, WISCONSIN. ~/ BEARINGS REFERENCED TO MAGNETIC NORTH `A~V1 /~/ w~ ~ //~ i~ /~ ~~ ,¢ ~ ~ / ¢ ~ ~~~ ,~ ~ ~v / ,. ~ //~ ~~ ~ ~ ~i // WELL / / 53'~ 0 i \, '/ ~0 `S/ /~~ 43 /~ DWELLING 66' +- ~ JQ~ ~ ,~o~~v \ ~ `ozP2 SEPIC VENT ~ ~ o ~ hp~ ^p~ ~ l / 0 N BENCHM RK, SPK. IN N~ 18' BURR OAK ( ELEV. 716.31' 1 ~, APPROXIMATE BOUNDARY OF LANDS OWNED BY: OUASIUS .~ I, JOSEPH W. GRANBERG, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT I HAVE MARKED THE FLOOD FRINGE ELEVATION OF 706.5' AND LOCATED ALl IMPROVEMENTS AT THE SITE AND THAT -THIS SITE PLAN IS AN ACCURATE REPRESENTATION TO SCALE THEREOF 0 BENCHMARK, SPK. IN UTILITY POLE ( ELEV. ~ 715.47' ) N NNO N S. ~; 2~ 2 9 LEGEND - - -- - 706.5' CONTOUR LINE APPROXIMATE PROPERTY BOUNDARY ~ 1' IRON PIPE FOUND W HATERS EDGE +- GRAPHIC SCALE i'=50' 0 50 100 150 ``~ $~ PREPARED BY: GR?~NB~RG SUR1/EY I NG 1239 C.T.H. "E" NEW RICHMOND, WI. 54017 PHONE ( 715 ) 246-7529 ~~ o o ao rn ~ ~ 0 0 O~ ~ 0 0 0 0 0 .- c~~ o ~ ~ a o o o ~ O~IMf) O~lMf1 O V A N N N O~ W C r r r N ~ MME MME MMcr MMM M ~ ~ t!N N l(N N ~N N scsc}~}~ N 1N 1N ~N N (~~O}} `N ~~ N M~ N M~ N M M N N N N M M N n - - - d 7 l17 ~ ~ ~fJ ~ ~ l[) ~ e- l(j r ~~ r ~ Q '- ~n ~ ~n ~- ~n .- u> u~ ~n ~n v~ N M r N M M e- N M M ~ N M M ~ N N N N M~ ~ N •' O O M ~M ~M M N~ON1 GOD W M M Q Q Q UQ ~f\7 f0 W ~N~tO OQ OQ ZJ OZJ OZJ aZJ Z' O(V~ Z~ON~ dZJ aZ OQ aOQ aOQ OOQ OcoNMV p00NM (70Q (70 OH U' OF- (UQH MOH J41NaD0 Jf0000 rQF ~ W Z W Z W Z ~ W Z Q~ N~~ Q~ _N ~~ r W Z ~ W m~ ~m~ ~m~ d'm~ }OOM~ ~OOM'Q } }m0 }m !n fA N N Q' fn ~ N ~ LL' 2' !/~ Q' YW mY W mYW ~Y W ~JMI`')~ ~JOOO > >Y W ~Y ZO' LLZQ' LLZ~' mZd' mW MAO ~W hON m C~ZQ' mZ Qa. OQ~ OQa' LLQQ. LL~N`I \o !D~\~~p LL LLQ~ LLQ FO =FO =FO OFO OJ(OaoO LL'~coaoo O OFO OF ULL FULL FULL 2ULL Nom.-. O ~N~ ULL U a- a- xo~ N =O 2 2- 2- a¢ WaQ WaQ adQ aWOOC`''oc`''ooo F-WV°na"'o~°o a aa¢ zaa (n LL' ~NLL' ~Nd' wfn LL' W LLNd'C~ aLL~_MNC W W W~ ~ W w xX ~ OU"v in Boo pU"v Boaoo O ONE JUN Q~ QQ~ ~QF ~QF_ Xa~NM~ a.-NM1A Q~ ~ Q N QZQ. ~QZ2' ~QZLL. ~QZQ. QfA~oO~~ ~fnNOLn OV ~ ~Q?~ O~Q ~ OUF ~MOVF MOUE oOVF ~Q~~Crn ~IQ~M~C ~ ~IOVH c+oi~O 7 N,Q OJN~Q O_JN>Q dMN~Q ON~~NM~ ODN~eNNMSf N MN>~ ~Nln Z 7a' W NJ O'W ~J~2'W OBp=a'W NJUI~~~N O ~UO~00 J_I O '~d'w ~J= -gyp W NN ~',nWNN ~f~WN(p F JW NfA NJa~MC\OO O~MI ~Ja~NN~ UJ O WN(j NJW O =Q'Q (nN=Q'Q fnN=d'Q fqJ Q'Q YOQOfV (O YOQON BO ON ~ Sa'Q Y02 ~ ~}~ a~~}3 Q~~~-3 Q_.~~3 Q~U~N~v a~U~N~v M~ ~ 3r3 a~~ w Z W x F w J O a V7 Y 2 Q F W C7 Q 3 w N m c c a~ E l0 Z 0 a U U a a ~ ~ U F a w fn U F a w N U U U z z z U U U ~ ~ ~ £ N Z O O O N ~ O d O w ~ ~ ~ 'c w w w a ~ a a Y Z Q F a a O (7 Z J O z O J Q O 0 0 0 Y Z Q F a a z O J J 0 u~ Y z Q F U a ~ a a uwi U a w (A U Z Z Z Z ? w w w w w ~ ~ ~ N N z Z Z z z a a a a a rn M W a a Dose Conventional POWTS Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Ggngral The conventional septic system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD•10567-P (R.6/99). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Septic Tank 'The operating condition of the septic tank and outlet filter shalt be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR I i 3, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1 /3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough offthe filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Cornm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. I'um,ATank The Bump (dosing} tank shall be inspected at least once every two years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Soil Abs,_orn~tion Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance} over the system is not recommended. Soil compaction may hinder aeration of the infiltrative surface within the system and will promote frost penetration during cold weather months. Cold weather installations (October- February} dictate that the system be heavily mulched for frost protection. Influent quality into the system may not exceed 220mgiL BODS, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. bevels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. ~ontinsenc~lan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by removing biologically clogged adsorption and dispersal media and replacing said components as deemed necessary or by installing a new soil absorption cell to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to the master plumber in charge of the system installation or your county zoning inspector. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/ / h_ar»QS ~ ~.~-~i~ 5,'~,c_< Mailing Address 9~~ ~i':dS,~-~ ~~e Property Address Q (Verification required from Planning & Zoning Department for new construction.) CitylState ~~Sort~ lc'~ 5'S~0/~ parcel Identification Number OZO- /033 - ~O ~~ LEGAL DESCRIPTION Property Location S iJ t/a , rI ~ t/a ,Sec. ~, T _...~N R1~W, Town of H cc c~Sar~ Subdivision nG ,Lot # Certified Survey Map # /'~a ,Volume ,Page # - / ~ ~ ~/~ Warranty Deed # ~,: ';_ ,Volume ,Page # Spec house no Lot lines identifiable es SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposat system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms .. ~= T ~~ -^a- SIGNATURE OF APPLICANT(S) //SQ(o DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. OS/OS) Q v H Y C U~ ~ LL '~ ~[ r/ Q Q ~ r. 2 Q L ~ N r •-- ~ _ ~ ~ ~ r ~ ~~ Z Q J IyJ ¢ ~ _ 2 v V = ~ v n a ,~. ~ x _~ ~~~ ~' ^ ` ~~~Y~~ ~ ^ Q ~ _) L: 1 C 9 ~. ~~~~~ .~O .~~ .~r~~ _ 'a~lll~ 3 r_ W z ~ -~"'~ j m ``' ...rrrl/ J •r_~ W ~i _ ~ ~~~^ U ~ U W ~~rr J Q ~ ~~~ I- -r- ~_ Q ~= ::~ O ~ m °~ '' ~ ~ ~ J ~ ,~ ,~~ Y ~ ~, ~ U ~ ~ a g, ~, ~ -, / i I L j 3 '~~ ~ I i M ~ - ~- - I-----iu----{ U W ArcIMS Viewer Page 1 of 1 http://72.21.230.178/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 8/25/2006 Quasius Pump Chamber Calculations 1. Force Main: Diameter 2" Length 40' Flow rate 50.00 eaL/minute ± Friction loss 1.65 ft. (50')(3.30 ft./100ft.) 2. Total dynamic head: Min. supply pressure 0.00' Vertical lift 4.25' (elev. @ of float = 95.00' high elevation at forcemain = 99.25') Friction loss 1.65' Total dynamic head = 5.90' 3. Pump selection: Manufacturer: Zoeller Model number: BN53 Pump will discharge 40,0 gpm @ 5.90' TDH 4. Dose chamber: Manufacturer & capacity: AK Industries 750 gal pump chamber liquid level = 50", gallons/inch varies, 780 gal. actual capacity) Sizing calculations and float settings: A) One day holding capacity: 18.00" = 300.00 gal. B) Alarm setting: 2.00" = 30.00 Qal. C) Dose volume + flow back: 4.00" = 100.00 eal. Max. dose = (450.00 gal.)(20% Design flow) + (.163 gal. flow back x 50') = 98.15 gal. D) Reserve storage: 26.00" = 350.00 gal. TOTAL: 50.00" = 780.00 gal. ~i ~, w LL 0 6 20 a w x ~ 15 4 r 0 Q 10 S9o , 0 T~. 5 0 GALLONS LITERS PUMP PERFORMANCE CURVE MODELS 53/55/57/59 10 20 30 50 0 80 160 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Variable level float switches available. • Variable level long cycle systems available. • Available with special cord lengths of 15', 25', 35' and 50' • Alarm systems available. • Duplex systems available. oosaw Sin a Seal Control Sdectlon Llstln ~ Yodel Volts Phass Yode Am Sim ex _ Du ex CSA UL M53/55 8 M57/59 115 1 Auto 9.7 1 --- Y Y N53/55 6 N57h9 115 1 Nan 9.1 2 3 or 4 8 5 Y Y ' BN53 115 1 Auto 9.7 Y Y ' BN57 115 1 Aulo 9.7 -- N Y ' BE53!57 230 1 Auto 4.8 Y Y D53/55 6 D57159 230 1 Auto 4.8 1 _ Y Y F_53/55 d E57159 230 1 Non 4.8 _ 2 _ _ __ _ 3 or 4 8 5 _- _ Y_ J ~~ P99Y~ swlaxi nduded. TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENTAND DEWATERING MODEL 53/55/57/59 Feet Meters Gal. Liters 5 1.5 43 163 10 3.0 34 129 15 4.6 19 72 Shut-off Head: 19.25 ft.(5.9m) 1ov1e •,rz Nay s~ SELECTION GUIDE 1 Integral float operated mechanical switch, no external control required. 2 Single piggyback variable level float switch a double pggyback variable level float switch. Refer to FM0477. 3. Mechanical afternata'M-Pak' 10-0072 a 10-0075. 4 See FM0712 fa correct model of Electrical Alternate. 5 Variable level control switch 10-0225 used as a control activator, with Electrical Altanata (3) or (4) float system. • CAllT10N FarnlormalionanadditionalZoeAerproductsrefertocatalogonPiggybackVariableLevelFloalSwitches, FM0477; All installation of controls, protection devices and wiring should be done br a yualifize (]eceiralAlterrntor,FM0486;MecharecalAllernator,FM0495,SunprSewagei3asins,FM0487-,andSinglePhase licensed electrician. All electrical and salary codes should De followed inauding me Singles FVmp ConYotlAJartn Systems, FM0732. most recent National Electric Cade (NEC) and the Occupational Safety and Health Ac: (OSHA) RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P 0. BOX 18347 ` ~~ /~~ Louisville, KY 402560341 Manufacturers of ~ /~~11~\~~/N~TJ SH1P T0: 3649 Cane Run Road ~ L Louisville, KY 40211-1961 ~~/TrP~~+PS SN~E /999 ht~J/www.zoallercom PUMP !O. (502) 77 ~ /502)1783624 PUMP © Copyright 2004 Zoeller Co. All rights reserved. 08i24i2006 08:58 AK Industries, Inc. P.O. Bax 640, 2055 Pidca Drive Plymouth, IN 46563-0640 Phone: 574.936.6022 Fax: 574.936.5167 LIQUtD DEPTH vs CAPACITY LIQUtD DEPTH GALLONS 300 750 1000 INCHES 1 2 2 5 3 9 4 13 5 18 6 23 4fi 59 7 28 8 35 80 92 9 42 10 50 100 127 11 57 12 63 120 160 13 68 14 73 .145 200 15 78 16 84 170 239 17 90 1$ s5 200 2a2 19 100 20 105 240 325 21 114 22 123 275 371 23 132 24 142 31.0 418 25 - 154 26 164 350 463 27 .174 28 183 400 513 29 192 30 200 450 558 N0.878 D001 GALLONS 300 750 1000 INCHES 31 210 32 220 480 619 33 232 34 243 510 669 35 253 36 263 545 714 37 272 38 281 585 763 39 290 40 300 620 809 41 42 650 849 43 44 680 892 45 46 710 932 47 48 740 968 49 50 780 1002 08/23/2006 11:55 FAX 574 936 2298 AR IND. POLY DIV [~ 001 .~ . PART/PRINT NO. PART DESCRiPT10N REVISYON DATE AK520580 IA/TANK 750 STEP 22/HEAVY/1.5" D[5 002 2 13 03 ~~~ 63 z~ ~- ~~ INLET B.Q.M. F~KS1!500 2a' FOAM CQVER AKQ30270 t' SCH35 PIP[NG AKS3035G ,i' SCH35 TEE AKR30240 •t' SCH35 45 ELBQW AKS20300 POLY PUMP VAULT AKS20400 CAST IRON RCNG ~KR50400 !5 3%4' FALSE BQTTOM A~:St2400 I-IULTI T[TE FITTING A~R30I5G 1 !/2' SCH 80 PIPING AKR00160 1/2' GRpMMET AKR30140 [ 1i~' SCH 80 ELBQW j 4' SCH 35 PIPING -24" SEPTfC OVER _ % _ __ ___,. ~_._ POLYETHYLENE i 1 7w'wti Mq TERIAL TOLERANCE SIGNATURE M.CLI~/AREL P(]LYETHYI_ENE +/- 0.25 UNLESS SPECIFIED OTHERWISE ' ~ Parcel #: 020-1033-20-000 08/11/2006 08:38 AM PAGE 1 OF 1 Ait. Parcel #: 17.29.19.146E 020 -TOWN OF HUDSON 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 -QUASIUS, THOMAS & SUZANNE THOMAS & SUZANNE QUASIUS 966 PRIESTER LA HUDSON WI 54016 Districts: SC =School SP =Special Type Dist # Description Property Address(es): ~ * = Pri ary. /,/~ `~ * 966 PRIESTER ~ / SC 2611 HUDSON SP 1700 WITC {6 ~ ~ n Yv"' ~i v~ l ` ~ ~ ~fi ~/" lT (N ~J~p/i' Q /;~ ~ p - QCI~ Legal Description: Acres: 1.690 Plat: N/A-NOT AVAILABLE SEC 17 T29N R19W SW NW COM 392FT E & 780' N OF SW COR TH N61 ' Block/Condo Bldg: DEG E200 TO POB N67DEG E 272.3' TH N26DEG W 220.5' Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) S68DEG W ON MEANDER LN 282' TH S28DEG E 17-29N-19W 227.6' TO POB ALSO COM W1/4 COR SEC 17 N 970.42', E 832.19'N 25 DEG W 220.50' N more... Notes: Parcel History: Date Doc # Vol/Page Ty e 07/23/1997 756/162 ~%~,f 07/23/1997 415/166 ~~u~S~ 7(lflf; CI IMMARY Bill #: Fair Market Value: Assessed with: g 0 /Y`' r of ` - Valuations: Last Changed: 10/25/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.690 120,200 247,900 368,100 NO Totals for 2006: General Property 1.690 120,200 247,900 368,100 Woodland 0.000 0 0 Totals for 2005: General Property 1.690 120,200 247,900 368,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 112 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~'`` pC~3.~~:~;d":' ice. ~A`'TH Gay ~"z:~Ca3a~ 1~ ne,a s r~ ssa ssk~ era. yh . .~ ~`~ r a:~ - __ ~~.:-.....:_..-- f ~ '~, [. 1. Prie~tsai a!?~1~ ' , ~ _ ,~ @~ wt~ie~t~aes-.satd•Etb~.l Priest~~s-his•~ifa,~.~ct,.•-. ~~~' th ~~ ~ war ~~-~...~ .. .................~~.-._.........._........-..............:.......... t ~ y ,. _ _~ ...1!4a:.rife.ss-point-t~~s~t~.------•----•• ............................................. ~' ~ ....w~~Ii ~ Tbat tluo said Gr4ntor, for s valneblo o°nsideration...--- j~ ~~ ....... ............................................... ... .......... ~~M-z~'-'-- -- ._..____ eo;svsys to (3saataa tb! folbwix~ neribed r~.^^l s0tata in 8X a._~1t4 ~4 ............. ~ ~ • C~t7r Stir Of ~li~C4AilD: 'y '~ j • pstc+~.l of land located in part of the Sid of the NW's of '~ - -_ _ _~~ Section 1J, T2914, E.19W, Tows of Hudson, 3t. Croix County, ~ id3ssconain, beiag a part of that parcel of land desarib~ed T~ Psrad ~~ __~....._____.._.._~__..... ! in ~luae ~-Ob, page 591 of the St, Croix County Register of Deeds; further described ae f allosra } ~, ,;} Commencing at the W'~ comer of said section 17; thence NORTH along the west line of ! the N6~, 970.42 feet; thence EAST, 832.19 feet to the SW corner of said parcel described in volume 40b, page 591 and the point of beginning of this description; thence N25'S~4`07"W, along the westerly line of said described parcel, 220.50 feet; thence Nb5°33'45"~, along the meander line of said described parcel, 35.00 feet; thecae Slb°50'58"E 222.38 feet to the oint of be innin Includin all lands lying g 8 8 P betwe.an the above described meander line and the east channel of the Willow River lying'' between s true extension of the westezly line (described as N25°54'07"W) and a line beginning at the NE meander corner described above and bearing N25°54'07"W. Above described parcel is subject to all easements of record, ~NS ~.Js+, THZS DEEIL-ADJUSTS A PROPERTY LIKE BFTW,~ F CRauTC-R AND THE gRANTEE AND DOES NOT r~rzATE A P un?7. _ - --- This _...~.~9.ASLt.-•.--.--_-- homeatexd property. (ia not) Together with all snJ singular the hereditamenta and appurtenances thereunto belonging; And.. R,,--$.,.-P~i~st~s-,-.a,(k/a _Rendall-_B-,,- Prtester-,,-antl.-E.thel,-->'r~,g$L-~;,-. hi$.. vif-~---•---•- ~ warrants that the title is yootl, indefeaaiDle in fee simple and free and clear of encumbrances except easements and protective covena~lts or restrictions or record, if any, and will warrant ar~d defend tthe same. Dated this ..-......-.-~,-~-- 9--•-------------•--- day of -----Sep, ember ...- . ~ - ls-.SS--. ............................................••------------ ---------. SEAL r~ ---- _ .---------.(SEAL) -• ... ............................................................(SEAL) AIITHBNTICAT1r0N .-.~~-(,~?~.~--. .. - _ --...(SEAL) Ethel Priester ACHNflWL$D4MSNT ~~+(s) of -K!_,B!__>~iester~_ s1kja: Rendail S,s-P;1~aj;er~-_and_Ethel Pziester_~_his-wife ,ntb.a3ica ~. ~4_Qaay opt---~ ----'------... 19.~.` .4 _ Jo .................. G- :~ -- - - - - ...Helrvood------------------- ~i~'3'7L -.------ Ti"lL1C: ]tEYBE$ STATE BA8 OF WISCONSIN aalttwrised by ~ 706.06. Wis. States) 7FIIE lNSTRUM[NT WAS DRAFT[D BY ..,7o~uo-.~2... ~~a._ H~~iS?4~,...c~,_ ~ttrts.~-Y. t~ ,~ '~~~ ~-t-~----SQrEfi6 ............... ' ~at3cnowled~red_ Bnth 3T!-TE OF WISCONSIN ..----• ---°---•-•--------------------County. i "' Personally tuna before me this ...-•------..---day of ---------°--------------------••--•----.., 19-------. the above named to me known to be the person _......_.... who ezecuted the foregoing irstrvment and acknowledge the same. Note-y Publie ............... . - My Commisaioo ;-