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HomeMy WebLinkAbout018-1069-00-200Wisconsin 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 Kircher, Jeff Hammond Townshi CST BM Elev: Insp. BM Elev: I BM Description: 5 , ~ °(5 .°l~ Cst Qn~.~Z .~,g~.Q TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing - we..~~ 5b Aeration Holding TANK SETBACK INFORMATION County: St. CirOIX Sanitary Permit No: 395260 State Plan ID No;,,~~ Parcel Tax No: 018-1069-00-200 31.z~.I-I•y~~~-z ELEVATION DATA STATION BS HI FS ELEV. Benchmar z l ~,O ~o S 3,0 t q5'• 90 Alt. BM Bldg. Sewer q,o '~ S • ~ 9R •ST' SUHt Inlet (o ~ 2 .oS' St/Ht Outlet G~~o 9a•~o Dt Inlet L~ • l ~ p p f 6~., 1O Dt Bottom I~• ~ O ~ • 60, Header/Man. ,r, - ~ •~ I Dist. Pipe b• U • ~r .no Bot. System •~ ~ ~ 3•(eS"' ~ • zn ~. a s Final Grade I St Cover ~ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~~, ~ ~ ~ Zt"o t ---~ Dosing I ~sr, , >~ ~ 6~ f ^ ~'2 Aeration Holding PUMP/SIPHON INFORMATION Manufacturer - ^ Model Number ~ ~d~ TDH Lift Friction Loss System Head TDH Ft Forcemain Length / Dia. << Dist. to well 3s z SOIL AB ORPTION SYSTE ~3 ~~ E Width f Leng / No. Of Trenches DIME SIGNS ~ al• ZS- ~ ~l ~ 1 / SETBACK SYSTEM TO P/L BL DG WELL INFORMATION Type Of System: f N~.v . " IZ ^'~` ~ I ~f DISTRIBUT ION SYSTEM la,f» re IP v w • I CHAMBER OR ~~ UNIT Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipes Length Dia Length Dia Spacing SOIL COVER v Preeeu~e Svc4ome (lniv yr Mnnnrl Or Ot.Grade SVStBMS ~nIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes ~] No [] Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~D / ~~ / O~ `_ Location: 659 150th Street Hammond, WI 54015 (NW 1/4 SW 1/4 31 T29N R17W) NA Lot 2 r 1.) Alt BM Description = 5~~''~ ~ ~~ ~ - - 2.) Bldg sewer length = '3 p, D ~ -amount of cover = ~ ckZ " Pl~t'i 1`e4 sil' 'orf Regw'red?~~ Yes Z ~ I ~ U e of er side for additions i ford)}ation. ct Il S~-6710 (R. 9 ~~ ""' 3 ~ ~ tee ~Y~, Insepctor's Signature Inspection #2: P ycg 31.29 7414 `` ~~ ~[['' ~ _~ ~~s . ,, ~ °I`1.3r'' 4~~5 98.90' 9~-bs ~' Cert. No. r sod S++ s~.~k- ~ Q~ ~ q .~- ~ s~ Z ~ 6 s-5 ~3`~ 5-26 a Sanitary Yermit Appucaz><un 1n accord with Comm $3.21, Wis. Adm. Code, peril information you provide ^ Check if Revision be used for seen ses Pri Iaw, s15. .~ State p~ I.D. Number I. ApgUtcation Information -Please Pratt All Information ~~ ;, ~;;v ~ ' ,~ ~,,\ ~ Parcel xumber a ~ p Property Owner's Name » ~~.~' ~{~~'~:~~~~ ~ ~ .. (~ O O - b-~-E~- Property owner's lviailing _ ) / / l ~~ ~ ~ [ ~ ~ ..y S t ~ ®o IAC Number Block N r City, lSOtave Ztp Code .~''~ G QFF <'\ 2- -"~,~ ~ ~'h Subdivision Name M Number II. Type of Building (check all that apgiy) 2 K.S (~ s /~ - nD,~. _ ~'~' 1 or 2 Family Dwelling -Number of Bedrooms ..J ~.sw~Q. ' dam` ~'~"`' • QVt7lage j ^ RtbliclCommer+cial - Descn'be Use ~°~ ~"° ~ 1 ~ Nearest Road ^ State t>w~ 1~ ~ ~ 4 S•~- . 2 Cum fete line B if applicable) III. Type of ' : {Check only one box on line A {n~mabering sdteme for internal ffie}. P For County rise A. I ~ New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to S stem 'Cank Onl S Date Issued Permit Number B. ^ Check if Sanitary Permit Previously Issued IV. Type of Permit: {Check all that apply){numbering scheme is for internal ase)..~?c I~-- IOtp ,} as ~ Non -Pressurized In-Ground 2lQ Monad a7 Q Swd Filter 50 0 Consuuctcd Wedartd ~a ,,,'.~. 22 (~ Pressurized In-Groartd 4t ^ lioktiog Tanis d8 ^ Single Pass 51 ^ Drip Lire 43 ^ Ac Grime 46 ^ Aerobic Treatment Unit 49 ^ Recirculating ~ 0 Other ~, D' trot Area Information: ~~ ~ S F Design Flow (L'Pd) Dispersal Area • Dispersal Area Soil Application p Elevation ltegtruea ,~ `13~ proposed gaxe(Gals./DayslSci.Ft.) tM~--Iucw 98 VI. Tank Info Capacity in Total Number . Marurfacnsrer Prefab Site Steel 1<<ber P135t1C Gallons Gallons of Tanks Coacrett Constructed Glass New Hxistin8 Tanks Tanks Septic or Hahiing Tack - v GCJ ! ~./ ~ `e ~ L Dosing Chatttber t ~ VII. Responsibility Stattmtent- I, the , asstmu for inn of the POWTS shown on the attatdred plans. Plumber's Natne (Print) Plum .Signature .~IMPRS Number Busi~ss Phone Number ~2 3~" 5 . 7<5~ ~~ S /~C v 2 ~~4 ~ Plumber's Address (Street, Ci State, Z" ode} VIII. Corm /De artment Use Sanitary Permit Fee {6rcludes Groundwater Date Issued ~ Agent Signature (No Stamps) Approved ^ Disapproved SuzGharge ~} t~ ` Q Owner Given Initial Adverse , ' ~ i / Demrminafion (i'~~ ' TX. Conditions of ApprovaUReasons for D~rsapprov ~ ,~ ~~ ~ ~~ . A-1.( e,vc6ier., ~a~o ~L 1" Attac3-c~~te gia>Yt tto the Cow m!7) tar the sy~an an Pte' rot Im tman sin z 11 i~hes to axe SBD-6398 (R. 05141) i I +r / ul~~ S ~~G13' ~1 R m t.,? U !' X5'0 ~~ _ ~ ~ [~, ~~',~v c ~G~.6~2 l Uo ? 2 - tRA~~et 9~I ~! 3 G o u~d ~~~ -~ ~ ~~~~ c,~~ o~ ~• ~~,P GK `l- Spa X L° a5'•u1 ~ Ste' ~~ ~ ~~"k ~.~ f ~^ 1 ~ 1 3v ~ ~ g ~} J ~5-~c~, /GpG S~ ~ ~ ~ ~ ~' ~ ~; n~ s~s~~- ~f. J.7?~-~ h (~cj /'1 I' ~ N • / ~' w ~ s ,„...- ~_ t 3-~~t i. ~, ~~ ~ C ~a a 3 ~?e,d 2~cr~ 1-1vh fL ?, s- ~~ G' 3' ~~,Lf ~~~f~ ~>o ,~~' ~ 3 ~' ~.~ ~,~r~~ c. ~4 Gam. ~e~e ~ S~ ~l 2 _ tRn~,~ar q~~ ~r 3 ~I'~ Go N~~ l~~"^1'' 3d~~f 4i~oc, ~- Spa X L° q5~•h ~_ ~ 3aCa~ i . ~, ~''~ 0 >~ o 3 /3e.d 2ocr•. ~y c~ ~~„k ~ ~ h ~ ti Puy !~ ~ S y r ~~~~ , . ~n/p . ..~~ ~~ 8 ~Q ; ~ ~~'~ ~~~ ~ 3'~ ~" ~oo•g a v N I ~ n sc.~ ----~-- 2s-r /uGG s~ ~ i ~ ,p t, , ~ 15~t S~~ 3' ~` 3~ ~ r~RIG1NlAl~ SOIL EVAL ~EPORT Wisconsin Department of Commerce ,.1 ~ , ~ Division of Safety and Buildings in accordance with Com~51,1Nis: Adm. Cod~.'~~\ ~~: 1180 Page 1 of 4 Certified Soil Testing ~~ \, F' ~„ my Attach complete site plan on paper not less than 8%: x 11 inches i ize,, plan ,C ~ i d d b E~~l l St. Croix n u e, ut not limited to: vertical and horizontal reference point dlrection~~ . percent slope, scale or dimemsions, north arrow, and location a ,~ist~nce to n a s road. I D - CSM Pending ~ Please print all information. -..; ., ~ ~~ r G~ ~ ~ ~ ReWe a By Date Personal information you provide may be used for secondary purposes (IVriv2c~,Law, s~15.04 ~~"~K01X %• ~`' j 0~~~ ~ ropey caner ,.~~~ rop G Moll, Bruce 'y '~ ,-`,S~W11'1/4 NW1/4 S 31 29 NR 17 W Go~~oN ~ roperty cane s ai mg ress ~ ' ~ ; ~ f~io~ c ~ • ~ ~ ` Subd. Name or CSM 1840 80th Ave. '~_.' , _ ,.~- ' CSM Pending ity fate ip o e one um er ~ Cit ~ Village ~ Town Nearest Road Hammond ~ WI 54015 715-796-5491 Hammond 150Th St. ~ New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate Replacement Public orcommercial -Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: no residence staked; 3 br assumed; conventinal system OK B-4-5-7 area; mound system Ok B-1-2-3 area GPD ^ Boring # Boring Pit Ground Surface elev. 97.7 ft. De th to limitin factor ~ 80 in. P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fN in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/1 - sil 2 m gr ds cs 2f1 m .5 .8 2 4-11 10YR 3/1 - sil 2 f-m sbk mvfr cs 1f .5 .8 3 11-21 7.5YR 4/4 - sl 1 m sbk dh cs 1m .4 .6 4 21-36 7.5YR 4/4 - s 0 sg dl cs 1f .7 1.2 5 36-53 7.5YR 3/4 - sl 0 m mfr cs 1f .3 .5 6 53-80 7.5YR 4/4 - s 0 sg dl - - .7 1.2 ^ Boring # Boring Pit Ground Surface elev. 99.8 ft. De th to limitin factor 33i- in. P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 10YR 3/1 - sil 2 m gr ds cs 2f1 m .5 .8 2 5-16 10YR 3/1 - sil 2 f-m sbk mvfr gs 1f .5 .8 3 16-27 7.5YR 4/4 - sl 1 m sbk dh cs 1f .4 .6 4 27-33 10YR 6/4 - fs 0 sg dl cw - .5 .9 5 33- 6 10YR 8/2 c2d 7.5YR 4/6 fs 0 sg dl cs - .5 .9 6 56-70 10YR 8/2 c2p 7.5YR 4/6 fs 0 sg ml - - .5 .9 onzon re capaa orrzons a so inc u e some fs 'Effluent #1 = BOD_ > 30 < 220 ma/L and TSS >30 < 150 ma/l • Ffnupnt #9 = Rr11~ < 3n mn/I anri TCS < 3n mn/I _ _...__.....- ---5 -- ...~. _ _..- • -- -- ...~. _ ame ease rmt igna um er Henry F. Grote 222774 Address Certified Soii Testing Date valuation on ucte Telephone Number E. 4366 353rd Ave., Menomonie, Wt 4 51 8/28/2000 715-233-0398 ~~ Property Owner Moll, Bruce Parcel ID # CSM Pending ,~ ., Page Z of 4 ~` ^ g Boring $ Borin # pit Ground Surface elev. 101.6 ft• Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/2 _ sil 2 m gr ds cs 2f1m .5 .8 2 4-10 10YR 3/2 - sil 2 m sbk ~' dsh cw 1f .5 .8 3 10-25 10YR 4/4 _ sl 2 m sbk dh cs 1 m .5 .9 4 25-33 10YR 7/3 f2d 7.5YR 4/6 fs 0 sg dl cs 1f .5 .9 5 33-68 10YR 7/3 - BR .~- y resistance to penetra ion, wea y semen a ie capacity a ow 4 g Boring t~ Borin # Pit Ground Surface elev. 98.3 ft• Depth to limiting factor ~ 76 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/2 _ sil 2 m gr mvfr cs 1f/m .5 .8 2 4-11 10YR 3/2 _ sil 2 m sbk mvfr cs 1f .5 .8 3 11-24 10YR 4/4 _ sl 2 m sbk mfr cs 1m .5 .9 4 24-35 7.5YR 4/4 _ sl 2 m sbk mfr cs 1 m .5 .9 5 35-76 7.5YR 4/4 _ Is 0 sg ml - 1 m .7 1.2 43-5 ~- irregu ar s an , m, m r g Boring 5 Borin # ~ pit Ground Surface elev. 100.5 ft• Depth to limiting factor ~ 75 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 1 0-4 10YR 3/2 - sil 2 m gr ds cs 1 f/m .5 .8 2 4-15 10YR 3/2 - sil 2 m sbk dsh cs 1 m .5 .8 3 15-24 10YR 4/4 _ sl 2 m sbk dsh cs 1 m .5 .9 4 24-43 7.5YR 4/4 _ sl 1 m sbk dsh cs 1 m .4 .6 5 43-55 7.5YR 4/6 _ Is 0 sg ml cs 1 m .7 1.2 6 55-75 5YR 4/4 - sl 0 m mfr - - .3 .5 ~q~,sa 3L/~Z onzon asmcusrons sc s l / d7/ 3, ~~~ Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L "Effluent #2 = BOD < 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. sao-asso tx o~roo> CerUtied Shc Testlng ,+ . ~; r '1,~,. `~ Property Owner Moll, Bruce Parcel ID # lSM Pending Page 3 of ^ Boring # Boring Pit Ground Surface elev. 101.4 ft. Depth to limiting factor 51 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/2 - sil 2 m gr ds cs 1f/m .5 .8 2 4-12 10YR 3/2 - sil 2 m sbk dsh cs 1f .5 .8 3 12-18 10YR 4/4 - sl 2 m sbk dsh cs 1 m .5 .9 4 18-51 7.5YR 4/4 _ sl 0 m mfr cs 1 m .3 .5 5 51-60 2.5Y 6/4 f2d 7.5YR 4/6 scl 0 m mfr - - 0 0 ~ 6* ~ onzon as me usions s --_ ~ ~~ ^ g Boring / ~ ~ 7 Borin # ~ pit Ground Surface elev. 100.3 ft• Depth to limiting factor ~,~. in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3!2 _ sil 2 m gr mvfr cs 1f/m .5 .8 2 4-14 10YR 3/2 _ sil 2 m sbk mvfr cs 1f .5 .8 3 14-47 P 10YR 4/4 - sl 2 m sbk mfr cs 1 m .5 .9 4 47-66 5YR 4/4 _ sl 0 m mfr cs 1 m .3 .5 5 66-76 7.5YR 4/4 - scl 0 m mfr - - 0 0 east pit wa reporte ; sout p no 4 s onzon u s o en s , sg, m w consi era a gr co to 76" ^ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * 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) Certlfied Soil Testing 4 ~ ~ 4 / v ., ~#' s ~ 4 a ~ /' ~ s v I ~ .t .. ~ ~ i fi ~ ~ ^~ 3 ~ ,~ c7S ~A ,~ ; ~ 3 ~ Z ~ 3 i ~ ~ ~ ~ I- 0 0 0 ~, J /-v/^1 'i ~~ ~~ ,.,. ,~, d ~I ~~ ~M~ o J ~~ o 0 ,n `n .~ J i ~ 3 3 d S ~ \ ti; g 3 ° \ ~, ~J ~ \~ M f / ` J d' 9 ; p J o ~ ~ 1~ .. ~g ~ ~ ~ 3 ~ ~' ~ ~ ~ ~, s ~ ~ o ~ ;~ 3 `~~ ,~ ~ q '%~ di T a •' ~ ~ ~ ~ ~ d 3 d ~ ~ /y~ ~ ~ C ~j 0 ~,''~+ p Q ~ ~" d !- t ~ 5 s 2 ~ _/ o ,. ,~ ~. ~~ 0 ~~ 0 s` ~ ~ P `~ M E'l7MP CMAM?,LR CROSS SECTlOIJ AA:G ~FECIf!%At"{©~~: `I _..i . `S. s-a~M oaflt<. A1R s1~TAKC l~C IJT CAP f8"MIAl. ItJLE'T t~ a ~ 11=V. ~~ "~ F T fi APP RJVE O 1..GC r~tt,lC. MAA!l~Lr C'G JE F, y" Mlrv. .~ 18" /Si1J. ~l j~~ ~ ~ i:~ {'! ~ ~ ALARK I t 1 ow t CFF ~~~ ~ ~~ ~~~ PROM fl E I AiRTlLs{7 SEAL ~ f *APPR©YED JtIItaTS ~fITH APPR4YED PIPE 3' Q1'1T© SOLID SOIL I t PUMP --~ -.. CUtJCR,ET~ ~- FtiSER >:XIT PERMi'ff>rD Qt+1L.3 }F TAIJIt MAULFALTUtLCR 1tAS SLiGN APPRUVAL SsrPTlG ~ SP>..:l~GATtONS oas~ ` ~ ~ ~~ 7A11KS MAwltlFACTURER: - ' C ~ ~- ~'~ ''" ~311MBER OF DOSES: PER DAB TAl.1K SIZE ; r~ ~ ~~'' 6ALLOAIS ~ ~ _ ~ DflSfi itDLUME I ALL01d` tAtCLUDU ISA OW: ~ ~ t F ALARM ~,~ -= ~. ~ ` . ~" c' ~ M1WtlFAGT4JR>`R; ~ g _ GX L s MOQE'.L iJt1MDER: ~-' ~" CAPAC{TIES: A=....L^iR1Ci~C5 DR ~ ~t~ GACL045 SWtTCiI TYPE: >`'- ~ `'~=,_,~e'' IJCM£S Oit CsAllOilS ~=~t PUMP MAiJUFAtTURCK: ~ ~ C, . ~`~ tiiL14E5 Otl ~'_ GALLOIJ~ MODEL I.IUM!!£R: ~ ~ ~ ~ ~~`,~, D=~1t~t!>:54R ~~` GALLOW'. 5WiTCH TYPE: ~`~~ C. ~ '~ ~~ ~ AfO;'E: P`~ttP A~JD ALARM AR£ TO 8E ~~' ~` !`~tIJiMUt'1 DlSCIi++~RCaS RATE =I_.~..~_GPM l11tSTAI.LED ORl SE PARATI; GiitCU1T5 ~- ~,.. V£RTtLAL DtFFEREIICE DETW[Ctf PUMP OfF 14th piSTRtl~llTJOt+! PIPE.. ~ ~ FEET -F J"tt I:TiMUM AtETWQRK 51lPPL~ PRESSU E , . . "~ FEtiT } -~- 1~' R FEET OF s`oRL£ r1AtN x ~~q~~ /tpp~fRtt'ftOi3 fIaGTOR.---'-~~~FEET - TOTAL O`ji~tAMlC HERO = ~~FEET lAITERtilAf.. Q! EAISIEiltlt OF 7AilK: LEAIGTIi ,WICT}~ -----iLiOUila I3£P"f1-i ,. ~. r ~, w ., t ~ LiC1i.1~lSF I.iUNtB£R: r~ *~ ~ ~~ ~ ~ DATE: r° Lj { WCATHERPROG~F ' .lUluCTiOt~l $OX } t i"i'ttll. 't ' GiCADE ~ 1 ~ t ~ COA913UiT ~"- ivy! +~~rr~rrv a °~+~~•• ~r '~NIJIfICI~IIIIC x;...14 effluent Punnp ~~ Q E P04 ~V~~ EPOS ;, l APPtlCATlaNS Specifically designed for the tollawing uses: • Et`,IUent systems • Homes • Farms • Heavy duty sump • Wafe.* transfer • Dewatering S!'1rCifICATtOMS Pump: £POA • Solids hanoli,~lg 4aAai3~ity: "fa" maximum. • Capacities up tv 55 GPM. • ?c~tat heads; up to 24 feet. • Qiscl'arge size: 1'!z" NP7- • tAechanicaf seal carbon- rotarsrlceramic•Stationary, BUNA-N elastamers. • Temperature: 1C4°f 140°C}Continuous 14U°F (6U°C) intermJttent. • Fasteners: 300 series 5tainfeSS Steal. • Capable of running dry without damage to Motor. Available for auiamatic aad • EP~t Single phase: 0.4 HP, tnanuat opardiion. Arriornatic 115 or 230 Y, 6U Hz, 1550 models ineiuAe Mechanical RPM, built in overioa~ vlith Float Switch assembled and a~rtomatic reset. preset atthe factory. • EP45 Single phase: ~.5 NP, 115 V. 64 Hz; ta50 RPP~!. FLATWti'ES built in overload 4+lith autor»atic~reset: -~.--.._~. s EPEIa impeller: Thermo- ._ s Power cord:lU foot -"~ p!astic Semi-open design standard length, 16;3 with pump out vanes far SJTt)tV tivitit three prong nlechanica! seal protection, grounding plug. Optiona124 ^ £i°t~i impeller: Thermos fool ;ength,16f3 5JTW v~ith plastic encla&ed design for three prong grounding plug unproved l;erformi?rrce. (standard an EPDSj, • Fully submerged in high ^ Casing and Base: Puggec grade turbine of for tt'ermopfastic design provides rubrication a11d efficient superior strer-rth and corrosion resistance heat transfer. . ~ Nlatur Hausing: past iron +or efficient !'eat transfer, METER5 Ft:E7 strength, and durabiiiiy. ,a ~ ^ Motor Cover: Thermoplas- tic aver with integral handle and tlaat switch attachment };UIntS. ^ Power Cabte: Severe dut~~ rated oil and water resistant, ^ tlearinps: Upper and Iower J1ea~y dory bat! Dearing construction. RGi:MCY i1ST11lC ~•ranaditn StandarGs Associalicn {CSA listed model numbers end In "F" or "C". Gouit$ Puny-s i51S0 9U~1 Reatstwetl. {. .L...... i .._ i .......... ...._ _~ - ~._....... ~.l s--soww; 30 ~ , . _.........~..... - _ .~.... ~-..:..~ ~ . ~ zsFr components. Pump: tiP05 o w • Solids handing capability; ~ Ala" t"laxinlUrri. \ a • Capacities: up to 60 i;f'M. ~~, • 'Total ileads: up to 31 feat. a • pischarge size:l'h" NPT. F Mechanical sea{: carbon- c rvtarylceramic-5tationaey~, 8L'NA-N elastomers- •Temperature: 104°i` {44'G}continuous 144°F {64°C} irtem'i#tern. • Fasteners: 3fl0 series Stateless Steel. • Capable of running dry without damage to components. ~i t 999 G9uids Pumps Enective JanWry, 1999 83871 2 ~.._...... _..__..I ~ .....~._.....: ~ s - ------- -i- .. . . 1 1~ _ f ~ . . . --i--- i o~- ot---_...... ~ -- -- o ~",o do ,. - \ EP05 Epos . _. i f 1 . ... ~ j 40 50 ~ -GPM 0 2 rt , s e~ 10 12 m°!ft GAPAGrrY Gaulds Pumps ~~ ITT Industries ~!~!_ TOTAL P.D1 - -.-----. ..._...., ................ Page L of Pursuant to Comm 83.54, Wis. Adm_ Cade Septic Tank The septic tank shalt be maintained by an individual certified bo service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shat) be leaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids iri the tank that may slough cif the frter when removed from its encbstrce. if the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. tnterrru'ttent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shalt have its contents removed when the volume of stodge and swim in the tank exceeds 113 the Ikluid volume of the tank= ti ilia cantertts of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next senrtce needs to tie performed to makttain less than maximum scum and sludge accumulation in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such produda are used they shag be approved for septic tank use by the Departrnent of Commerce, Safety and 8trr7drngs Division. _ Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. Ad swrlcttes, alarrns, and pumps shall be tested to verify Proem' operation. ff an effluent triter is installed within the tank n shall tie inspected and serviced as necessary. Mound andA ssure Distribution System No trees or shrub cold be planted on the mound. Plantings maybe made around the mound's alai, and the mound shaft be seeded and ~ red as necessary Zn prevent erosion and to provide some pro frost penetration. Traffic (other than for vegetative m ' nonce) on the mound is not recammended since mpaction may hinder aeration of the infiltrative surface within the mo and snow compadkm in the winter will to frost penetration. Cold weather instatiations (October-Febnrary) dicta t the mound be heavily for frost protection, Influent quality into the mound system may not ed 8 r~ngR. 80D5.150 nglt. TSS. and 30 mglL FOG. Influent flow may not exceed mat6mum design flow specfied in the r this instagation. The P~sure dstrbtrtion is wiftr a flushing point end of each lateral, and fl is recommended that each lateral be Bushed of acxxrmuia at least once every 18 months. a pressure testis performed it should be cormpared th the infial test ~ the system was installed m determine ff +n9 has ocxumed and ff orifice leaning is required to maintain distribution within the dispersal cell. Observation p' within the dispersal ceEf shad be dtedced for effluent porrdug. Pondir~ levels shag be reported to the owner, and any I above 4 inches considered as an impendig hydraui'ic far7ure requiring addffionat, more frequent monitoring. Genera! ' This system shalt be operated in accordance with Comm 82-84 Wis. Adm.~Code, and shop maintained in accordance with its' component manual [SBD-10572-P (R. 6199)] acid local or state rules pertaining m system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks an; no bnger used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service acid assessment shalt be seated watertight upon the completion of servk;e. Arty opening deemed unsound, defective, or subject to failure mus#be replaced. Exposed access operrurgs greaterthan 8-inches in diameter shall be secured by an effective locking device to present accidental or unauthor¢ed entry into a tank or component ConNnaencv Pfan tithe septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the ~~ ~ ProP~ operating condition. If the dosing tank, Pump. PAP controls, alarm ar related wrong becomes defective the defective component shag be immedmtelyr repaired or replaced with a component of the same or equal perfomance. If the around component far7s to accept wastewater or begins to drsd~arge wastewater th the gnwnd surface, it wlu be repaired or replaced kt ifs' present ktcation by ~ ~ area ff toe and disPersai media, and reiaf~ed piping and ~9e oaxis or by removing biologipgy dogt#ed adsorption operating c~ndrtion. said oomporrents as deemed necessary to bring the system into proper Questions about Lhe operation br maintenance of this system should be directed to: The County Zoning Office at ~-1.1~-- ~ab_~6a~~JY: C-~Z.~JLX The system. ins taller at 1. LS - ~68 ~ - ZZ6 ~j ST'P~~J G The tank manufacturer at 430Q,3L5_$~56 ~3i.~~"R The effluent filter manufacturer at 800 ~-~~57~Z. Z.PC'~3~. The painp~ manufacturer at _ ~(ii'J 08127;01 ICON 09:29 ~'AY 715 586 4686 .5. 0 4~ } `.~ Stand~tt'd lErc~st®n Control Pl,aYl for 1 ~ 2 ~'al~ity T1welling Cotastauc~iau Sites (~ Q 002 Applicant: ~cl .h~1.~71~'r ,.._._ 1~8~ - v~oS(v l~arae Daytime telephone number Sweet address, city, alp code X51- 733 X171 ~,orl~ Landoaaeez: ~~ ~ ~ ~t~ ~ ~ i ~~~ ~9~7~~ ~a~ Narae llaytitae telephone auatber xxx ~~TM Street address, city, zip soda I.~t~aee of the aaiMir-g sits (oomplate sa appc~uprit-te}. ,5ji,~, getarter of Section ~~ Town ;(~„w~~tjI., Range ) 1J E. Lot -1~,~,___~ Block Sweet address Itsstx~actioas: 1. Complete this plan by Gltiag in requested information, marluttg (.~ appropriate bozos, and completing the site diagram. 2. In completing the site diagram, give consideration to potential erosion that may occur before. daring, and after graQing. Water rurtoQ patterns pn change sigttliicaatly as a site is reshaped. 3. Chapters ILI~t ?A & 2101 the Wiseattsia Uniform Dwelling Code, the DNR Wiscaetsin ConsRvcttan Site Bast Managernen~ Nand'~aak9 and CJW - F.xtensioa publication Erarian Control r©r dfeme Buildrrs Can be refecrCd to for assistance in ooatpleting this plan. Tits Wisconsin Uniform Dweitung Codc acrd the Wrscortsia _Const-rrctiac Sitc Best Munagemenr l~t'a+edboole ase available tltrougtt State of Wisasnsia Doatmettt Sates, 6t3812G6-3358. Erosion Control for Ho-na BuilQers (Gt~d0001) a~a ba ordered through Cooperative F.xtat+sion Publications, 608/J.fr2-3346. 4. Submit this plea at the tune of building permit application. t/ u8:27!t)1 FfON UB:~U FAX 715 a86 4686 ~~ , C~clc (~ appznpriatc boxex bctoor, and oompkte she site diatgssm wish nooessary ini'ortmtiott: cA c~~ S"te Chas«erist8cs 1Vorth Arrow, scale, and site boattdary. Indicate and name adjacent streets or roadways. qa~ D i,,ocBtion of dattiog drttinagewaXs, streatnt, riven, lakes. wetlands or wells. p ~ L,ocatioa at stony sewer lttlets. The gradient and direction of slopes before gYadeag operations. The gradient and direction of slopes attu final grading operations. ~7' I,oc~tian of tasting and proposed buildings atad paved areas. fa~ D Overland runoff (sheet flow) gaming onto the sits from adjacsent arras. / F,tnsion +ro 1~ CI I,acation of temporary soil atoragc pitcs. Nou: e!lltltough not spedJtcally required l?y Cady, it is reCCrtn-rtatded that soil storage ptlrs be placed behlttd a sediment faro or more than ?S feet front arty downstopc road or drainageway. l~ I.ocatiatt of gravel actxss drive(s). Nc+te: ,Y2ecattmerrdt'd gtavt! drive design is Z tom ~aSlireB~~~ or to the hotae fo ~ndation utdus' tltlclc gives should cxterrd fi~arrt a!' f cva is kss). pJ Uos ~ Locadoa of sedintetlt tetras (Biter fabric fetta. straw bale fence) or vegetative strips that wit! preveat eroded la Crow Icx~viag the site. p Location of sediment barriers aroaad on•6its atone sewer inlets. d Location of diversions. Note: Althoctgh not spceificaYly required by Code, it is rccommeruled that concentrated taw (drainagewaysj be diverted (redirected) around disturbed areas. Orerfand rtlrto,(j(shect Jlrnv) from adjacent areas grccrter than 14,0411 s4• ~• should also be diverted around disturbed arras. ~® Laatioa of practices that will be applied to control erasion on steep slopes (greater than 129b grade). Nate: Such practices Include ntaintairttrtg existing vegetation, placement of addiaiorral sediment fences, diversions, and re-vegetarian by sodding or by seedrrtg with use of crosiers control mats. p ~Looaliost of practices that will a~ntrol erosion in areas of oottoentrated runoff flow- Nate: tlnstabitixcd draurageways, ditcl~ttes, diversions, a+td irtlrts shor.+ld be protected from aosion through use ojsuch practices as in.eharteet fabric or straw bate barriers, crosiar: control mats, staked sod artd rack rip-rap. When used a given in-thannct 6tttricr' shvattd not rrrxive drainage, from more than two acres ojunpaved area; or vrre acre ~aJpaved area. 1'rt~hannel pracdccs shoutd~t be installed in peretutiad strrarres. d Location of other pfautned practices not already hated. G8%27;01 :HUN 08:31 F'AX 715 386 4686 ~,. . r lndi~est~e mart strategy by ~/) ~ aPProprixte bast Mau2a- eat d 6~ Tewpotzry stabilization o[ disturbed areas. Note: AlthGUgi4 not specifically requirul by Codg it is recornntuuted that disturbed areas and soil piles left i+5eactivc for exterufed pcrr'odr of time br stabi!¢cd by seeding (between April 1st and Stptember XSIh), yr by other rover, such ax tarping or mufc%irig. erm7uttt;t sta~bilir~tion o[ site by rc-v~egetption br othdr ai~ans as soon passiblC. Q Use of t r sam sat otrtld dcttt~sioas C1t ~P~ aadlo P P P ~ 005 A"ode: Although sot spec~~ctrlly requited by Codr, it is recammended that flow from dowtsspouts acrd su»ap ump outlets be muted to atablr areas such as rstabluhed son' or pavernrn~ [~ lp~Tta ing sodinneai d daovatuing o rations. PP ~ ~ Noer: Alrltaugh not spetifieaily regttu~d by +~der tt is recommersded that sedirnrnt-lacier ttircharge water from '' pumping aprramions be pondesi behind a sediment barrier until most of the sediment settles out I" {t+oper dispo6~l of busTQing material ate so that poucttaats and debris are not carried o~tf-site. Mainteaaaoc o[ erosion coatrod pratxiocs. Stditttatt will be removed flora behind salimeat [arses and barriers before it reaches a depth that is equal to halt tilt barrier's hciglit. . • Bcea1~ Sad gates in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replacod (typical bale fife is three tnontlas). Ali sediment that moves vf[-site due to ooa~uitctioa actevity will Lie cleaned up before ttte end of the same worirday. All aodiment that moves off-site due to storm events will be cleaned up before the cad of the next workday. Gravel aCOes3 drivts wdil be snaiataitted throughout oottstructioa. All dastalled erosion control pradioa will be madtetaiac~d untdl the disturbed areas they protect are stabilized. ~2~~ q, u. r q i .d r -- d ,~ 8>, f a4 ~ yy ~ ? ~~~ ' ~ r i a ~ ~ ; ~ R- £ 5 ti ' S f , ~ y 4 r ~F~f T f ~ : t ~ k 5 ~.I~tcrelt~- riefy. that ~;understand~lhc oonstruaion:stte etostptlr.~ntroF ~travtst4lts raf the W~scotisin Lt~~o~sr- ' ~pcie, and~.ihat i~ocept t~potuibilifti f~r'c~lYytng~outEtlaeFabove ~tvstott ssoatrgl;~laa ~~~~~rpvdd~;by ;del , Ute ~ ' et:fOrcemtttt au41-ot7ty ; J~ r~ , t ~, y V ~ Y~ ~ ~ ' „". ~ i~ ; 5 ~ 5 N'. ? 'k~ . .. Y: i. ..~-~~ .=:~ _ .! prrbtication vjlbe Utut+'ersily of t~rtcotuin•F.xunsion. Ron Sttuss, [lttrEX Water Quality Education Specialist it ZI'-2). This pubdicateon may br freely duplicated. Additionpl tapirs are available tlurough the IIWF.X F,nvira~nstental Rcsour2ces Cuttw, 216 Ag Nall, I4S0 I.Inden i~rive Madison, WI, S37'tM~ 6ASi262.365~ 0,,312"%O1 AlUN D8: ~U FAx 715 J88 4686 ~. -Site Diagram` Site ~iagraxn Legend _,- ~ _ .N PROPERTY SILT LINE ~'~`~ >`ENCE EXISTING STRAW .~. ~'~ DRAINAGE '~"'~"'' BALES r..._.,...,ti,.. TD T'EMPCyRARY ~ GRAVEL DIVERSION FINI$14ED TREE ~ '""" DFlAMIAGE pRrES~lvilTgN Ly~~, OF STQCSIF'ILED --~-- GFV.VING TOPSOIL YECiETAT10N SPEWpICAT1ON AREA Please indi~cau north Aiarxtion by campleting the arrow. ~_. Scale• 1 = feet ~ uoa J' 4 CERTIFIED SURVEY MAP N LOCATED IN PART OF THE 8W1/4 OF THE NW1/4 OF 8ECTION 31, T29N, R17W, TOWN OF HAMMOND, ST. CRODC COUNTY, WISCONSIN. ~~© LEGEND NW CORNER SE CORNER BRIDGE ~ ALUMINUM COUNTY SECTION CORNER SECTION 31 CONCRETE CURB MONUMENT FOUND ~ ~ 1' X 24' IRON PIPE SET WEIGHING OWNER U GAS D TUM BRUCE MaL 1.88 LBS. PER UNEAR F00T p ~ 184080TH AVENUE HAMMOND, WI 54015 - 100' ROADWAY SETBACK LINE ~ m MASONRY NAIL FOUND w ~ ,BENCHMARK A e~ O OO 1' STEEL SURVEY MARKER FOUND g ¢ u-7 w w m CIOUBLE SPIKE LOT UNE -'I ¢ ~ p ELEVATION 889.33 RIGHT-0F-WAY ~~ JOINT DRNE EASEMENT °wdr 0 °w U.S.G.S. DATUM ~ z j , MG~1CP[6p44GD ~D~ OD ~MC~D ~ rl OO 4~][~G°3~ ? y ~ , ~ -------------------------------- --------- ~~ r NORTIIUNEOFTHESWI/40FTHENWI/4 m m w S89°24'28'W 1373.16 tF g ~ 1340.18' X X D ~ FROM A DERNE HIGH WATER UNE ELEVATION W ~,Op~ ; ~~ ~+/' J ` HYDRAULIC REPORT DONE FOR THE 150TH STREET ~ ` ~ BRIDGE. STATE PROJECT I.D. 1000.78-22 I ~ SOUTH BRANCH hioHw ~ q~U~ '` ~ KINNICKINNIC RIVER Rf a ~ ~ ~" ~ LOT4 w ~ ~`~ CENTERLINE OF ~\ ~~ - ` LOCATED SWALE ~ ~ ~ ~ 33' ` ~ .`_ _ ~ W 33' S89'383.01' 1 ~-----~' ~~.` ~~_~,` a ~, .~ 33o.or - 33.ao: ~, a s ' DoT s N • ~_ -s • - M G • • ~ N .~~ z a~ r~r 33.W 330.01' • °~ ", 8B'39'38'W 383.01'l - y g SPQ~r`; LOT 2~' :.~ r75 _ ~ ~ 3' ' ~S89.'39'38'W 363.01' 330.01' 33.00' ; ;PROPOSED ~ ~ • DRNE $ $ ~ LOT 1 ~ ~ ;SHED ('SILO L 33.00': ~ n~ /I~r N89'39'38'E 3B~.OP BORING LocAnoN I~ (~CAU r ~Q S z BARN RUINS , LOT AREAS LOT 1 2.00 ACRES INC. RNV 87,122 SQ. F7. 1.82 ACRES EXC. R/VU 79,202 SO. FT. LOT 2 2.00 ACRES INC. RNV 87,122 SQ. FT. 1.82 ACRES EXC. R/W 79.202 SQ. FT. LOT 3 2.00 ACRES INC. RAN 67,122 SQ. FT. 1.82 ACRES EXC. RAN 79,202 SQ. Ff. LOT a 34.58 ACRES INC. R/W 1,505,530 50. FT. 34.24 ACRES EXC. W W 1,491,426 SO. F7. N89'39'38' _ 25625 $o EXISTING ~I DRNE S00°01'S6'yV OLD 70.00' FOUNDATIONS ~ ~~ - ~~ 1/4 LME 1111 1d' a~ U ~- O~ J LL ~~ ~z ~, ~m ~~ wLL w 0 O w z J W ~- 258.25' - ~ pETAIL N89°39'38'E 1113.14' Wi/4C.ORNER SECTION 31 ~J [~pdp~(~p 6G~GIID3 OO lw1[n~C~D D~'l OD 4Ci1C~SG°3~ N89'39'38'E ------------------------------- /N O~c), -------------- 3957.83' OTIp '~ SCALE 1N FEET 7 • = 200' Eila CORNER s' SECTION 31 - $ ~ ~ 200 0 200 400 Q ~L~ NOTE: c7~ 1111.14' SUBMITTAL OF AN EROSION CONTROL PLAN TO THE NORTHLAND SURVEYING 1113.14' ST. CROIX COUNTY ZONING OFFICE IS REQUIRED p,0. BOX 290 4' TREE OCCUPIES POSRION PRIOR TO A BUILDING PERMIT BEING ISSUED FOR HUDSON, WI 54016 OF LOT CORNER ANY OF THE SHOWN LOTS . JOB 00-03 DATE 8-27-00 THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON ~`~ ~I20I7~% ~~, '~~'TI~ T~ y>~,.rr1't'B,i~IA~dCE A.~I~.EE;I~t' ANI) a~?TI*tER~HII' GERTIFTCATIUI~ FURM C7wnerl'Su~er ~e ~~ ~~ ~~2 C,l~t_~ 1VSailu~g .Address ~ ~ ~ ~ ~ Proaerty .~ddress ~a {1'erification required from. Planning Department for anew ~:.~t3rt~cte ~~~~'''~ v'~ ~ 'mac Pax~ce~ Ide~.tificati~n ~Iunzoer EGAI~. ~ES~1.3IP'k'ICltti r " ~ 4/ `la, ~. `3 I ~ ,~ ~ (~d-R ~ ~ , ~~rwi~ t~f ~ ~.r~i N-2 a ~ 4' rc~perty I~t}catiotx~~ ®d, ~,~ # 2- ~ubdivisiou j^ `~ S"~(y ~ , 'ti alxta2~e____ 5 -- -9 Pale ~# ~l ~~ ~X ertifiec~ sttrve~ a~ ~ ~' ~ 5 3 G? 9 . ~at~trt~ 1 ~~ ~a~e ~_~ 1 v ~..~ ~p~ ikouse Cl y=es [~ no Lot tines identifiable C~ yes ~ tzo Improper use and maintenance o€ your septic system could result in its pre ~ tiw~ std t~ ~~ ~~~~~~ P~~~~~e sys~eua ~" consists of p°,itnputg out [rte septic tanb. every three y cars or sooner, if necrStdb~ al s}stern. P k ~"' ouu aff'ovt the f~,ction of the sepias ~nl; as a treatment stage in the ~vastc lisp owner mgrtts to submit tv St. Gxaix Zoning Departnxenx o cerrifrcatiaa form, signed by the owner and by a The propcriy er verifyying that ~.- } the on-sit=: wastevvaterdis}~osal system rnasterpiuraber, journeyman Plumber, xcstrici~dpiumbex yr a licensed tstnup r o eratireg candstion anrUor (2t after iaspectxou and gutnpsng (af ne~e..~a,y~, the septic tank r, less tlu:n i13~11 of sludge. zs us props g r ed have read the above ~quiremonts sntt agree to mais~taiu the private sewage d"zsposal system with the standards }, wa, tlic txE}dersigx~ ~ x for`~l~ hereiza., as set by the I}epartntient of Commerce: and tha Bepartmeni of l~'atursl resources, State of W iscansD f fc~` ~fr~h°~ . r -* icted a>ad returned to tlEC St. Croia County Zoning ruing that your segtic s}~steut has been maintained must be comp da of th e 3r expiration ~'~ f . r /~ n A'rE ~~~:~i ~ / ~~~. c~~~F~c°~.~ora_ I {art certify at all statement` on this farm are i-uccsrded~~r Reg tv?r f I?erc3s Of~i~e~ 1 (~~~ % are (are) the o«~ner(s~ o move, by vi , at'~ warranty deed rc the pe ATE E (~ P A a~~~~~ ~« ~ Aa informahan that is tx~is-representzdmay result w t¢o sanitary pcrmst beuzg revokcd6y the Zoning Department. Y ~~ Include t~zth this appdicatiou: ~ p~f tht~~ erl survey ap ifercfcrc.r; of ~ ma's ~~ ~c svar:az:ty d,-.ed '~~~ ~f)i1~PAGE~90 STATE BAR OF WISCONSIN FORM 1 - 1999 Document Number WARRANTY DEED This Deed, made between Bruce J. Moll, a/k/a ,Bruce Moll and Thomas S. Aaby, a/k/a Tom Aaby Grantor, and Jeffrey J. Kircher and Louise D. Kircher, husband and wife Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): LOT 2 OF_.,,CERTIFIED SURVEY MAP, FILED MAY 18, 2001 I VOLUME 15 OF CERTIFIED SURVEY MAPS, PAGE 4088, AS DOC. N0. 645866, LOCATED IN PART OF SW 1/4 of NW 1/4 of Section 31, Township 29 North, Range 17 West, St. Croix County, Wisconsin EXCEPT the South 170 feet of the West 256.24 feet thereof, St. Croix County, Wisconsin. * Bruce J. oll ,~~' * Thomas S. Aaby 018-1069-00-000 Together with all appurtenant rights, title and interests. 653x79 I'.ATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 08-06-2001 10:10 AM WARRANTY DEED EXEMPT li CERT COPY FEE: CORY FEE: TRANSFER FEE: 111.00 RECORDING FEE: 10.00 PAGES: 1 Recording Area Name and Retum Address Edina Realty Title 400 S. 2nd St., #115 Hudson, WI 54016 ~.33t~14 Parcel Identification Number (PIN) This is not homestead property. (a~ (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions and rights-of--way of record, if any. Dated this j~' day of July 2001 Signature(s) AUTHENTICATION authenticated this fi~R State of Wisconsin * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristine Ogland, Hudson, WI (Signatures may be authenticated or acknowledged. Both are not necessary.) ACKNOWLEDGMENT STATE OF (,~/~/~S ~~ ) ) ss. Sf, ~~ ~ County ) Personally came before me this ~ day of July , 2001 the above named Bruce J. Moll a/k/a Bruce Moll and Thomas S. Aaby a/k/a Tom to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. * Notary blic, State of /~ (an / ~ My Commission is permanent. not, state expiration ate: .1 y aiDQ_1 •) * Names of persons signing in any capacity must be typed or printed below their signature. ~nrormaG«, a~oressiona~s company, Fond au lac, wi STATE BAR OF WISCONSIN soo-sss2oz~ WARRANTY DEED FORM No. 1 - 1999 ~~ 3. `:~.~~ t Mai ~ ~ _..~`_ 6~:a866 ~~°""~ ERTI FI ED SlJ RVEY MAP ~ATED IN PART OF THE SWi /4 OF THE NW1 /4 OF SECTION 31, ~,,, ~~ 9N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. w w O w z J w BENCHMARK© LEGEND NW CORNER SECTION 31 SE CORNER BRIDGE CONCRETE CURB ~ ALUMINUM COUNTY SECTION CORNER OWNER ELEVATION = 989.32 MONUMENT FOUND BRUCE MOLL U.S.G.S. DATUM 0 1" X 24" IRON PIPE SET WEIGHING 1840 60TH AVENUE 1.13 LBS. PER LINEAR FOOT ~ HAMMOND, W154015 - • • • • • • - 100' ROADWAY SETBACK LINE (OR AS SHOWN) ~ M E S O m MASONRY NAIL FOUND S DOUBL P K T ~ IN POWERPOLE OO 1"STEEL SURVEY MARKER FOUND ELEVATION = 989.33 U.S.G.S. DATUM M~nJp~~I~D ~G1f~D~ O~[[vIGD ~ ~`I 04C~C~G3~ NORTH LINE OF THE SW1/4 OF THE NW1/4 S89°24'28'W 1373.16' B ~ 1340.16' ~ X X X X X X~ ~ ~ 33' ----~_-- ~``` S89°39'38"W363.01' ~'- ~~~\ ,` ~68 `---- ~_~ 61 a _\~~--~ 33.00'• 330.01' LOT AREAS POSED • 33.00' : `~ HIGH WATER LINE ELEVATION (DETERMINED FORA 100 YEAR `~ FLOOD PER NOTES ON THE HYDRAULIC REPORT) WAS DERIVED `~ FROM A HYDRAULIC REPORT DONE FOR THE 150TH STREET ~ ~ \;` y~GyW `~` BRIDGE. STATE PROJECT I.D. 1000-76-22 ~ qTF ,, SOUTH BRANCH-~` ~ ~ ~` R~~NF\ \~'~~ KINNICKINNIC RIVER P POSED ; ~ \ ------------------- DRIVE `~ ~~\ CENTERLINE OF ~ ~ LOCATED SWALE -~ I ~ ~I ~ N ~~ ~I i ~ oa ~ ~ ~ - $' Q~ o ~~ ~ ~ ~' I 0~ ~ ~~ N Q°~ ~I I ~I I ~I Q~ M Pf nnnl (n DRIVE ;LOT 3 ~ ~ ~ r ~; o &2 ~ N ~T ~ ~ • 8 N z N89°3$'39"~'~~.3.bi'" " " 33.00' 330.01' 5-200.00' $ JOINT DI ~-200.00' -1 ~ + FOR L ' ~ a,~ 330.01' &' ~~: 8' ~'3$"W 36~ 01;4 LOT 2 a: 0 N S89°39'38"W 363.01' • 330.01' iED ' SEE NOTE B I LOT 1 SHED bS~ . D ~ N89°39'38"E 363.( ~i~$~8 l,'=I H o 'O'N N ~~ ~ 3< a~ i 'I ~ '~ 8 Ig of N89°39'38"E 256.25' EXISTING DRIVE _N89°39'38"E 256.25' .EASEMENT i2AND4 BORING LOCATION (TYPICAL) g v ~i o g $ z LO ~ N BARN )1~' 76' RUINS S00°01'S6"W OLD170.00' FOUNDATIONS SEE DETAIL LOT 1 2.00 ACRES INC. RNV 87,122 S0. FT. 1.82 ACRES EXC. R/W 79,202 SO. FT. LOT 2 2.00 ACRES INC. R/W 87,122 SO. FT. 1.82 ACRES EXC. R/W 7s,2o2 sQ. Fr. LOT 3 2.00 ACRES INC. R/W 87,122 SQ. FT. 1.82 ACRES EXC. R/W 79,202 SO. FT. LOT 4 34.56 ACRES INC. R/W 1,505,530 SO. FT. 34.24 ACRES EXC. R/W 1,491,428 SO. FT. LOT 4 w ~0~ O OHO ~aw w~ a~ J O W z ~? w LL m ~p~ f A Z a ~ ~ ~ ~ OJ .. w N Z H~Z~O °~~mc=n Q X Q S O H- ~m~~0 zc=v~ia7d- EAST -WEST 1/4 LINE 1111.14' N89°39'38"E 1113.14' w z J w U z w LL w wz Zp O C~ U ~' OO J w O O= ~- ~ ug Z ~~ ri ~ ~~ wLL wz ~O~ U O~~ wpb v~ wz~ Wwm ¢~O ww-- ~d' O w w ~z Z J w m ~ m +/- z w O W H w O w z J ug m N r