Loading...
HomeMy WebLinkAbout042-1088-20-050 Wisconsin Department of GDmmerce ' PRIVATE SEWAGE SYSTEM County: St. CfOIX Safety arjd Building division + INSPECTION REPORT Sanitary Permit No: 453265 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 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 Parcel Tax No: Glenrid a Pro erties J3L !LA Warren Township 042 - 1088 -20 -050 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: i a 130 ' — 31.29.18.4898 TANK INFORMATION tLLVATION DAT TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet ` $ 9'l i? TANKS BACK INFORMATION St/Ht Outlet 7 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic r „ �� /b \ Dt Bottom Dosing Header /Man. 9 us—s' Aeration Dist. Pipe Holding Bot. System q S• PUMP /SIPHON INFORMATION Final Grade C%f =0�e !3 / S. - 98.7 Manufactur r Demand St Cover tA tta Z vs /O L.NS Model Number TDH Fric Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM y 'Z BEDITRENCH Width I Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 18 QL l— SETBACK SYSTEM TO P/L JULDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: r UNIT Model Number: C W U ix J. '. ._.�52 -r 7 2—t 7 5 /�l / 64 y � 61. , tr- L4' DISTRIBUTION SYSTEM Lj 6s % c1, Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake „ Pipe(s) 5 S ' Length Dia L4 Length Dia Spacing SOIL COVE - !` ° 'bx Frres sure ystems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed ch C nter 1Bed/Trench Edges Topsoil Yes No 0 [� Yes [] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 9 / f / Inspection #2: Location: 981 65th Ave. Hudson, WI 54016 (NE 1/4 SE 1/4 31 T29N R18W) NA Lot 1 0 O �, Parcel No: 31.29.18.489B 1.) Alt BM Description = v� /� - —c C e "" 2.) Bldg sewer length = 146 '7 �'lGv� > d G _ 3J 1 `( O� 7 - amount of cover = r, I ,�/Qry =� P�rP�[/• ��QiG�.c� •evision Required? Fj Yes IKj r _ -- K - -- - _� - - -- ir side for additional informatio 2 3/97) Date Insepctors Signature Cert. No. U 2508° 320 15 I STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. MALSH 1 WARRANTY DEED REGISTER OF DEEDS ST. CROIX Co., HI Document Number - — _ RECEIVED FOR RECORD �i This Deed, made between 02/ 12/2004 08: 00AM { RICHARD O. STOUT and JANET P. STOUT, j WARRANTY DEED husband and wife, .I EXEMPT # 155 f _ Grantor, and BLUE JAY PROPERTIES, LLC, a Wisconsin REC FEE: 15.00 i �! Limited Liability Company, TRANS FEE: COPY FEE: jl CC FEE: Grantee. PAGES: 3 ii Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Located , o p art n it f the NE 1/4 of the SE 1/4 • p Name and Return Address i! part of the NW 1/4 of the SE 1/4, part of Stow Ij the SE 1/4 of the NE 1/4 and part of the ( . A atukee � SW 1/4 of the NE 1/4, Section 31, T29N, i! `� S� y4 ri 5401 R 18W, Town of Warren, St. Croix County, Wisconsin, described as Lots 1, 2, 3 and 4 of Certified Survey Map recorded 7 -10 -03 in j Vol. 17, page 4560, as Doc. No. 729654; I i and Parcel Identification Number (PIN) This IS not homestead property. Lot 26, Plat of Apple River Bond First is) (is not) is (( ; 'I? County, WI r Addition, Town of Star Prairie, St. Croix Cou y, , 1 ' and I See attached Exhibit A for legal. h Exceptions to warranties: easemeflts, restrictions, rights -of way and covenants of record. ;i �I Dated this 5th day of February 2004 c 2Lc (SEAL) (SEAL) Richard O. Sto ut anet P. Stout j I I' (SEAL) (SEAL) I i �! AUTHENTICATION ACKNOWLEDGMENT Signature(s) �! State of Wisconsin, 1 J l r �I ss. St. Croix County. j� authenticated this day of Personally came before me this day of j 2 0 0 4 the above named I Ric hard . Stout and J anet P. _ Stout i TITLE: MEMBER STATE BAR OF WISCONSIN to Ij (If not, me known to be the j} c)ry j�L _ 6 9,,Fgecuted the foregoing li authorized by §706.06. Wis. Stats.) instrument and a &TATe &q0P V'MCONS)N l KERNQN J. BA !l TNIS INSTRUMENT AS DRAFTED BY Janet P. 5out - 1353 Awatukee Tr. - I H udson, Notaemm , State of is onsin My on is per tent. (If no[, state expira[io ie: (Signatures may be authenticated or acknowledged. Both are not ` _�) necessary.) • Names of persons signing In any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co_ Inc. WARRANTY DEED FORM No. 2 - 1998 Milwaukee. Wis. - - -- -- ..._-- Safety and 13uiidings Division County i s iie ���� 201 fit' Washington Ave., P.U. Box 7162 Madison, WI 53707 - 7162 I Sanitary Permit Number (to be filled in by C V .' tmen of Commerce -- � � S � � � � � k/ Sanitary Permit A P.. I - Its Plan I.D. N umber — 4 In accord with Comm 83.21. Wis. Adm. Code personal i au ou }i�daij�e nuy be used for secondary purposes Privacy Law, sl 1) (.n) — Pr rvje t Address Ei4 "differerr[ than mailing addressi� I L Application Information - Please Print All Info rmation }' ( tp J fih V'e zo cr�i�� - ff- [ogg — ao -��_ 0 Property Owner's Na me - -- --- -- i Pareel N 81ock N 1 Property Owner's M ailing Address Property [,ovation ,C� 9_ "7 Fl 1 City, StatesS Zip Code —�II Phone :lumber N %. '4.Section I II. 'I�pe of Building L q to j —_L- 7 g ' �_7 3 J p �$ (circle e) i (check all that apply) T °Z_L N: R .__E orW or 2 Family Dwellin , Y n8 - Number of Bedrooms Subdivision Name GSM Numbct ❑ Public /Commercial - Describe Use _ _ T Ct M - T 5 ' f State Owned - Describe Use ¢ [7city DV illage t.. ruwas ip of [H. 'lope of Permit: (Check only one box on line A. Complete line B to applicab i A. stem I New Sy ❑Re placement System i TreatmenUHolding Tank Replacement Only ❑ Other Modification to Existing Svstem B - -- - r - - - -- - , �.._. _ _ ._ :_�._J • C.J Permit Renewal - Permit Revision - List Previous Permit Number and Date Issued _� t,'hange of Permit Transfer w Hew Before Expiration - — Plumber i Owner IV. T of POWTS Ssie (Che all that _..PPS i a 1 - — I - -- - - -- — _____�_ _- ______ 996-1 _ � r -- — Non - Pressurized In- Ground -_' Mound > 24 in. of suitable soil Mound < 24 u,. of suitable soil ❑ At 4rade IJ Single Pass Sand Filter J iJ Constructed Wetland ! Pressurized In•Graund Ll liolding 'Tank -' Peat Filter �; Aerobic Treatment Unit Lj Recirculauag Sand Filter I LJ_R_ecirculatt Synthetu Mea Filte n di t — 'Leachi Cha mber , Drip Line ,.. r a Gravel. less Pipe ❑ Other (Main _ Y. Dis rsal/Treatment Area Info rmation: � f)l - ' i — { Design (Bpd} Flow - ) Design Soil Applica[i(in Rate(gpdsf) Dispersal Area Required 'ispersal Area Proposedystern�Elevation -- & V 7 4 I. Tank Info capacity in To tal umber t«lanufacnrrcr Steel i - �Galtons Prefab Site Fiber � Plastic Gallons j of Units Concrete Constructed Glass I Ne��w T"Fxisting ( Tauks + I �s Imo '-•� t� ' i f Septic or Holding ?arils �! �— } o� OO� ( �_- - - - - -- - - -�� -� - aerobic Treatnunt lJ ' i ce-•- __ Dosin Clan W, 0 t ( � �, i ltl. Rqpo nsib ility Statem 1, the un�d, assume resPo wiblllty for installation of the POWTS shown on th at pl _ 1'lt:rrt>rr's Na me (Print} Plumber's Si attire O_A)U�� V. " � MP/MFRS Number $usiness Phone Number Plum►xr's Addre ss (Street State. Zip Cude} — - - " — -� -- �. —_._� • i o _ ?j off- VIII. ount /De artin Use C t l Approved L Disapproved T Sanitary permit FctY frs Graundµare D Issued �ssuin� Surcharge Fee; 0V p id ge t Si tire amps; �- ❑ O%vjwr G iven Reason for Denial IX. C O ndl tiOnf of Approva[lReasons for Disapproval �'- �dkt(_ o pvc etimp Iden+i (to oupty only) ror rha system on aper not less than 81/2 x 1 - --� SBD -6398 (R. 01/03) meh In size ' 1 f u u v i I � 9l lee" � V r I I I T C u { V r v � a i I I i Z _ � C4 S o�� r Wisconsin pepadment of Commerce SOIL AV� N REPORT page � of Division of Safely and Bu#dings in aa�rdance Y 85, c � Ack. IT Adach complete site plan on papernot leas than 81/2 x 11 in si>NL Plan uat indude. but not limited I= vertical and tiorfaonfal relbrernce (B d &ecdon aid , I.D. t7 C1 L - Zo — O percents", scale or dimensions, north arrow, and and to nearert / � 4 ' C,U - Date Please plot a8 hdbinna6on. G O, - Peraon.i infamadon r w provide nmy be esed for s cordwy pr„po..e (Privacy Property Owner e- t a C ra Govt / (/F 114 5' 114 S T Zq N R / E (or)Q Property Owner's Address # Block # Subd. Nagne or CSM# '\ (� City State Zip Code Phone Number ity ❑ Village [Town Nearest Road u n W I 1 ( 71 -5 3 Z s due . [? New Construction Use: ( Residential I Number of bedrooms ' Code derived design flow rate Gl �l 6 G GPD ❑ Replacement ❑ public or commercial - Describe: Parent material l9 ( ACS 1 5 x _ Flood Plain elevation t applicable __�1 ft• General owiments and recommendations: & 7V R-c a Baring # D © Pit Ground surface elev. ( i It. Depth to limiting factor _ in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. — •Eff#1 •Eft#2 1 o -1 /U 5 os Yh 1 — Boring # Boring - Pit Ground surface elev. /0 Z, 0 ft. Depth to limiting factor 1 ZU in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff!= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 o / /( / — 5 C — z f, fW CU • Effluent #1 = BOD > 3o : E 220 mg/- and TSS >30 150 mgfL • Efftuent #2 = BOD < 30 mq&and TSS < 30 nrglL Cq Name (Please Print) ture CST Numbew c( M Ste, kk iwin v Address Date Evaluation Conducted Telephone Number 2 Z✓ S vz -/S - O 745 = �^0 -0z-? � Pa Page o f - 3 Owner ��-� Parcel ID # /'� ❑ Boring Boring # pit Ground surface elev. `� ' 9� ft. Depth m �9 factor � in. Sol nation Rate 11 GPDffP Horizon Depth Dominant Color Redox Desc�tion Texture Structure Consistence Boundary Roots 1 -Eff#2 Qu. Sz. Cont Color Gr. Sz. Sh. in. MunseN V —126 G ❑ Boring F—I Boring # g. Depth to limiting factor in Soil ication Rate ❑ Pit :Ground surface elev. GPDf f Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 'Eff#2 in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. Boring in. ❑ Boring # Ground surface elev. ft. Depth to limiting factor — Soo ication Rate El Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#i *Eff#2 in. Mansell Qu. Sz Coot Color Gr. Sz Sh. Effluent #1 = BOD 30 <_ 220 mglL aril TSS >30 <_ 150 mgfL ' Effluent #2 = BOD <_ 30 mgfL and TSS <_ 30 mgfL The Department of Commerce is an equal opportun s erv i ce the department at I fyou 608- 264 -8777 services services or need material in an alternate format, p c ontact Sao- 8330(LOWom PAGE OF NAME: LOT j LEGAL DESCRIPTION: --V 1/4�6-1/4,5 SCALE: 1 "_ (1 m� ELEVATION: 100 , d BM I DESCMPTION: �- st c . BM 2 ELEVA "IION: BM 2 DESCRIPTION: - SYSTEM ELEVA "IION:___. SYSI'ENI "IYPE: �O l✓ \ ,1 SIGNATURE; DATE: �� Oy Satcty azttJ Huildingz Uivisi�n ��County Z01 W, Washington Ave., P.O. Box 7162 �` �- � ;• ' k' pain I -- Madison, WT 53707 - 7;62 San; ry Pernllt Number ,to be illad i:� , y Cc) I D6 i3rtment of Commerce► „ (t508) 266-3151 ��� � /- Sanitary Permit Ap State Plan I. Number i0 In accord with Comm 83.21, Wis, Adm. Code, perso ittfornution you provide avo ' _ — � mxy be used for ondary purposes T�rivsoy Law - Pro)ect Address (id2' fftrem than r ri. Applicatlott Information - Pleaee Print All iuforma '' ' I F operty Owtwr's Name ­ d JZ� ` Parcel M L Block # 1 1 Pro - &gins Address 7 ' PeflY Owttcr s M 1 ZO N I N F F I C E Property Location c City, Stan Ztp Code ' Pharse ' tuber ` Section 6 j i TYPO oF8ra11d1aR (c all that aPIiY) �� T �, N: R /� (•g cle µ f JZI or 2 Family Dwelling - Number of 8edrowls M Subdivision Name CSM Number ! Public /Commercial - Describe Uss -- 7 f 1 � t State Owned - Deacrlbe Use 1 /J 1ST . - — ......._ _ � %� _1�c CGity LViAaSe�owtsshi of •� 11l. ( l Type of >TertnitI (Ch only o ne A. Comp e II B if applicable) Now System ❑ Replsceatent System ❑ Truatmonv tna Tank Replacement Only C Other Modification W Existing stem a• I :J Permit Renewal ❑ Pli mit Revision C Chan �e of Liar re loos P r. u ate 1SS,iec b J Pe rmit Transfer to 1Vaw i `Before P.aplration i, Plumber net ' T POWT5 9vatem: (Check all that apply) A Non - Proasuriae ound ❑ Mound > 24 in. of suitable soi ❑ Mound �In. of suttabie soil At-Grade ❑Single Pass Sand F +Isar i 051;k41ed Wetland ❑ Prrasur' d tro ImC',round G' Holding aru l�' Peat Hite Aerobic Trea ant ►nir "� zr I tm L � Rec;rculatin Sand F��, Q ftlrcula' c Media Filter ,kL#achitt Chatnbe Constructed Dr — Gra 1 -less Pe i D o te_r (explain I V. A naUTr" meet A rea Ia foronsid on ;_ � •G 1� �` _ T)esiSn Flow (�) Desipn { Applketion Rata( � A' rail Area Required (st) E D sal Are ro sad (sf, Systern Elevation ✓ j VI. Tank Info I Capacity In ( Total Numbe ivlsnufacturer I — T -� Site Steel F Pla Gsli Ex Gallons of Ulu Cotxr tsdnf 1 ete diber Glass - New } i I is of Hold •"ieM Tsnk Aerobic Treauram Unit - I X _i— VII. lbglty Statement- T, tha ,ass rrspousibility for 4isUllatioa of th e Pb_ WTS showu on the attached plans. Piuraatsr's Na me (prier) Plumber's St pea P , Pita" Number B'usinoss Phone N;ambrr _ Plumber's A"v as (Strap. Cry, State, Zip Code) -- ` � VIII. Cotnnt roe taaeat Uee O aly _ . '� �,,� I✓Apprnv4d n Disapproved Sanitary Perm;t Fee (includes Grourtdwwer . Date Issued ssuinS . S ns� • c S mps)� Surcharge Fee' Owrdy dv } R eason Giv R� for Dtmiaf SU , 2 j oladWontl of ApprtivaU for pproral rSep ' t L ic tank, effluent filter and dispersal cell must all be serviced / maintain d ,.,/ / /- 6 as per management plan provided by plumber. d � C �iY ' S�2C� �57 2. All setback requirements must be maintained as per applicable code /ordinances. AtteeY "M Ph= (no t►s Conety Daly) for thi system an paper not leas thaa i1n a 111steha in glee $RI�_fr�t�ft m fit /n I _ i o 1i 0 r 4 i `V ��� !� t = O �� fir f '�'�� ��d. `� / r� ,-- � t J \� / 7./ a VP' f 1 O� c. ' ' �/f . a�' \�` a�0' ti �� r� �'` � i ,� 1 4 �� ��� � �'3 � �' .� ^� "-'�. t - r`� �.. , ,.Vl. w ` 1 L Q . 1 /` t • . L r •1 A rr..w . e � L CI IN i PIPE > 25' v 1 "'SIN.. AROv� G.�ADE a RC►�y �OUA , s W; DOW OR sltArkERDROOF f RESH AIR iNTAKL �� ,rj,xcaro: • BCx APP7t0Y ED r4');IShiF GRAPE WSTH CONDUIT `&Vr CGV:R 4" C I R a S 1 '1R -�-•. f PADLOCK 7liN ° r...f lE I , WA "FR 'TIv'eiI SEAI,,S ,,, , ` GAS• r f TrGxT , z7T ' A SEAL VED S WITh )RTC 5�'�� ID f B VED PIPE PUMP OFF L "LEV . FT. 0 i f S�I�?, SOIL LA IL D PERMITTED ONLY ' IF TANK MANUFACTURER it APFR V ED $EDD:IVG UNDER TAxx HAS APPROVAL tAoNARETE PAD bTSC i DOSE ANK MAN'JFACTURFR: c■�.....,..r.. Z�.i"!3ER C OSES PER DAY .,� GAL. Do $w v c:jj :E 2AC wUDwNG j Dnsi ou r.:.. F�o�►aACx: `.L. RM MANUFACIVRER MODEL VJMIIZR a CA i T I IS: A s i,'vCKES e SWITCi TYPE: GAL. "..""'. e = ....2. INCHES • GAL '„,� kAt�T(,JFACTJRER; , �. , +�C fe .. .,.... M=r:. NUM C a SWITCH Ty E; �' ZQU 6 RED «� � f D,► S ,�A . 0 ., BARGE RAT ..L,,.,... �P. AS P rj ILKR I6 ?UMP L ALAitM �+SRiNr, "R T: CAL D�FFERENLE 8E .23' °.,',a►C MINIMUM - 4 1TWORX SUPP I $U+IDN PIPI: FEE2 TORCAIN X *ESStJRE Gi r AND n STF !,? FEET .Leal FT/ 10 0 r,!. FR: T: QN FACTOR FEET '+.0 ?AL DYNAMIC MEAD s f � F F.�ET TINA:. DiMI',�1:Cti$ CF PUMP :'ANA:: :. ..._.__... , E A EtiG . tt ± 7 � } � r :A -- yr, [qGOULDS PUMPS Submersible Effluent Pump EPO4 ,t 3871 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance. construction. • Effluent systems heat transfer. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual operation. Auto- superior strength and corrosion • Heav u sum resistance. • Water trans P ma tic models in Floaat t Switch ■ Motor Housi ng: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C ".) factory, strength, and durability. SP ECIFICATIONS ■ Motor Cover: Thermoplastic Goulds Pumps a ISO Soot Itegiswed. • Solids handling capability: FEATURES cover with integral handle and 1 / I 4 " maximum. float switch attachment points. • Cap u to 60 GPM. ti EPO4 roped I N Power Cable: Severe duty Thermoplas- • Pa P tic Semi -open design with Total heads: up to 31 feet. pump out vanes for mechanical rated oil and water resistant. • Discharge size: 1'h" NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 1041 (40 continuous 1401(60°C) intermittent. METERS FEET - -_ • Fasteners: 300 series 10 stainless steel. 9 ----.. , • Capable of running sue"' dry without damage to - B 25FT components. 25 ' -__ .. ..... - Motor: _ • EPO4 Si le phase: 0.4 HP, St 6 20 ng 115 or 230 V, 60 Hz, 1550 RPM, built in overload with 5 automatic reset. •EPOS Single phase: 0.5 HP, c EPOS 115 V, 60 Hz, 1550 RPM, built in overload with ' - EPO4 automatic reset. 2 • Power cord: 10 foot standard length, 16/3 1 S)TQW with three prong grounding plug. O - - g 9 P 9• P � 0 0 �� - 20 30 4 50 GPM foot length, 16/3 SJTW with three prong grounding plug ` - - - -- L L I (standard on EP05). 0 2 4 6 8 10 12 ml/'h CA PACITY Goulds Pumps Ef 2 ive February, Pum p s ITT Industries Effective February, 2000 0 83871 ? fflcA r4 STANDARD CHAMBER t�uick4 Stan � Standard Chamber `T ' (tFFECTIVE LENGTH) F _ T ' 1 SECTION VIEW SIDE VIEW MultlPort End Cap X -- -- •- - - - -_. - --- -- as ° - ---_ ___- __-- - -'--; '- �-- ---- -- S IDE VIEW TOP VIEW FRONT VIEW "}T - �iiick4 Standard -Ch mbe 5 r al Spaniftcatlnn . i F - MultiP,art::End Can /Nom(na��S eortications ' '� ,5:. `�. -',:: 'M - Size (w x L x H; � - � 34 _ _ " x 52" • x 122; S (W x t x H} ��" g4" x 18" v 12' Effect Length 48" Invert i Heg Inveri Heig — Invert H t.— _ _.- 8'r or 1,2 5" 8" id� TRATOR SYS T��I � &TANDAR �Q�IT'�yYgF�,[jp�y�'Y iai a sf ! ley her e.. ,y vmte wu:ltrn wi -ma { U— nAin ' l xnl aa,;Gdxnw w lit l�NA ,r'S m I 1 «. l gw'dIW "' 1 tE - I » .o wt rnnu s 1 I r ear Irt IlA ddf0 v'ar: 1 wt ;,ayir IM1 ", 1. 'y 1 1>< was ( I , /.Rd ur a` r'Mi6rn•M Ir'.dt vpUliG ne 1 '8 .y IW Sy a1 "-'e Ib '—r It. i•• u d S I / vl HUI 1 .1 I rC t l ()Ird I, , al .;� d IN%> tY :J;:fa lrtll land "n f tl IG 51 f . c.,nUrO ^LiK It. y 1 n '41 leka t n in oi0 wlll 1 I iJ 4X' d+r He u�t t al :n elk „Jr [+r ui! e 0 n IfISAf. (157 ',n; N1tN Pt lawr'k' lh t IrA k „ IIS Ir19 'p',J b I )Iq _ILC ,,,rb a5 r) I IS Lp IIP'S Vilwi r, ” ll rl y 4(X1. I -lliy r of ! I ,, c f.,t of G i Bn(1•yr na .]iG JI lr J.) fl E ma 1ni 7 NTti In f �EMF DI Uv I+NARAU4A tilt Aal tXF' t ] fl k Nf P 411F yj IAAN'TIF. ,V I I RFS Cr l i i� Urar ! tNVfK 4 f ddfl lJ IVANgq r (_;; uF MI f(,NANTAG CI'1 !N r l,V 1 AIAF l I, SYSTEMS INC tie y l vt r i: l a - Am .1 in! , n iW sCAx w dd - I uoC! ,oc r i - c me Iwr it 1119 dl Trr, /l,rA , Alxs "R& �+ �!_ y � W � wt.,.y Envftn�l�l ArA K �W uAi W, _ ' � A(U 4 I I a t W H!, :) 1 ,diJ r.fb G o ht \1 w'e. ) Y yr51 1 M1 try 1 P HOI(1 M,'r / llirl IXtny 1 .L 11 siWMM f sf0 ( � �1 ,( �1 , t I dlk3 O'n tr 1'k�A S, t'r1M Nt i 'C ✓01 It` } All anti I A lluld(hlf & ('.don 1 19130, 3(]I ()1 i ^(f )!P .• 1•1f IJn i Uel v�. Sal t!" Bd fn t.pnr�.lp 1 BH (lr Ulnrr UIVJII `n5 Y.1 It A P n.. I {X r lgl(ilf ry Al I, 1n.lal It.. InSIr Y.f'p113, "I 1 an :r"2 d 7 r �r5 �l r „ t n� r „d nsrlu�w n rnn wA�n 6 E3usiness Park Road • F? q, Box 768 �tl 1 �r tIY. set sy3Wr1 d r c I IFroper A or P. Syatem cnntain,nr] Il,s U s all;m, �t Iny Otl,bl man,:, I ca Ire � � "Intl I. alt'. n,lry l H� w� � 'n Rr�l� `w e'w'�A�.� „ I� J 1 a -,�Ar •, >,aa .�.Srx«,•I. �. In>an�r .�- al��,n: nr C71d Saybrook CT 064'5 ei lhd lrrn,s rbl }onh ,n lMe:il'Nle(1 pcl�, FAX 86 l r;x Ih nr Crfrl zl nla,laiu h I,�{;. n'IS QI@ it. &,y vg <L darr.lge to ll1 1i J'AO r. ''JIY in a3 patty lASUg.ng Irma r 860.577 -7000 • FAX rl?rl 1 I l aot, a a'C. f.l Iauo „r, 3 wfiNRW G dry Oe; Ik %7Y FU. lh` ';i 11 H'� 1Na rdrll Iry •• 800-221 wlt+ Siewnd'llrons aO or +st varwn o »'y; nlnwrry'! ! sld,e ar d �a 1, ecde3; aR ana a IICat1e dw�: y w�A S tlxi U ^.rs n!usl bta marsl!cr - i:;ance Pll ii "r, t ^gl^ak) R'm5latla rn myfrt7alUnC t�� li ;`f Vrm'N -Halae Cl a "f:UlAl, r rdx Iryt dul!,/t y i01!hdrrao y wAlanU A, fW n:arr, sir r «. nv v,. Vy: (n u1R i -aril r;:r.nr than InO Orly. "�` b �Iy t>W 1 I I ti �kl,fl IM h l.fy dN]IW Ly tnld ar. AI 111 .�J�Y 4r t:y dpL'ICBUA Mhy dn1v, n - ratrrr a HrlLp w - W Iti96 t`a/A r111fArm� do w� a ly ryrW. r (.IIO 10 {:'N•lul rBSU alai a. Pmonl a 7 :9 . 661: SA1 Oa, 5,t(;FagB: 5,3.913,0!7. 5,4' I5, 5,4G1 4' t , f' < , ;andr'. n I'aan:5: 1,32 !}5x: 1 :>< a:51i•t G`1I , J. .JlY3, 5. ?1G.1@3, 5,58H,778; 5.!139,844 t8r plunnt,4 vanu,m n lit @9 turscf tradem r k Equalizer m n Me ,Co and rBglytered tradsrrrarks Of lnfltratar Syslo +n5 ire;. Intel for is a rttilAteriKi aademark in Rams. IlNltlrator Systerns Inc. dtof Is �ciyls Me111Cq. Crytxx; Cumuli SwNal CWI`18 0ri, Mitrul.t;ijCrl:rg, IJolyTuff, 8n r'`g ! OCk, Chdmha]$Aacx3r <vId Gu;rK4 313 trai;antarI of Inflitrator Systorns Inc. 0 2008 Intl +train SyrUlfrls Inc. Pgf,!Art ;n 1 , Z e , Pos+LOCk, �wClil QU,CkPil 4ilrn E 3 3 Q ° m nvo50 0 �� �m r m 4 r lij jt[ ® I 0 zr A it 0o A m Lm C n J �^ m N — Z ; i n _ 1 o r - �N m [_l JfJJ IJ __II -1J r(�(l - _b u�iliilllil A < / a 0 D N I Nr m z Z oz < A =, �N (_I _ fJ lJ ICJ m x N m o CJ _1� JET , 0 It JJJI i AQ, N IT) 7t �JN F 7 i -�t.- E Z c Y y\ r Am x t fit CP V u 9 ...a RESIDENCE FOR: A A A rn m rn A ul HOMES ITT 11 ° J � a�R O Wisconsin Depa*MM of commerce SOIL EVALUATION REPORT Page oivision of Safety and Bumw in accordance v#a Comm 85, Wis. Adm. Code Auatat contple�e stie plan on paper not lass than s 1/2 x 11 itches in size. Plan must I include. but not Wntied xc v mid hwb wW retiansnce POk* P dista , &Oct i nearest road. P ared I.D. percent slope, scale or dmensioiw, north a Date Please "W al► ion (�lS 3 Personal kdomwtion you provide rowy be used for Pis (Pri—Y • s ts. 11) {m >} Location Property(lwrter ! -' `' j `� �� ZQQ 3 Lot q/ r. 114 - 1M s 31 T N R E (or)4W t C�INb r >l� (� PropotyOwnersMal"Address , � 'x Lot Biodr s� Na �a Cky Stale Code Phone Number City ❑ VRege ®-Town Nearest Road 7 W1 fL I0(o (I(5)n l,� c�Y ei, - [� New Cmstnrd w Use: R Residential I Number of badroorns Code derived design flow rata GPD 0 Repiaoement 0 Public or commerdal - Desc tt . Parent ma6wiei �) t J AJ l.. Flood Plain elevation N appk*bta General Comments Sy SI e .✓% -C / -e O. q'Z SCd and 1 T Boring Boring i3J pit Ground sutace dev: /I ft. Depth to baftli factor in. Rate Horizon Depth Dominant Color Redox Description Texture Stntdute Co rice Boundary Roots GPDNF ii,. Munson Qu. Sz. Cont. Color Gr. Sz. Sh. - EW I `Etflt2 2 3 -� 1� yl 5 �,� - 1 . 2 a O Z a ft Deptin m rtmartg factor 1 2 in. Ground sudsce elev. ! /' So„ A Palo Horizon Depth, OcxnkmntColor Redox Description Texture Sbu&ae Consistence Boundary Roots WOW in. Munselt Qu. Sz. Cont Color Gr. Sz. Sh. •M1 'EW 2mS ry r c w — ` 3 G � I Z r1 7, dew ba - • Man[ #1= gpp > 30:E nO mg& and TSS >30 – 150 mg& •Effluent #2.= BOD < 30 nVL.And TSS _< 30 mg& CST Number Telephone, Number Address Date Evakwmn Conducted t Property owner 7� Parcel to # F7-1 sorft # errrtaeaeelev. ` IL Depth to � I� b ' Sal A licuuon Rabe Redox Description Tom" Swcwm CorwMence Boundary Roots GPDAf Horiaar Depth Oon►inant Gr. SL Sh. 'Ei(i1 'E1 In. Merest tau. W- Conk Cobs 5 i ( 2m, 5� -�'r- c 5 1 v� S • $ i Cd 12 I© �2 -�r C- 2 12 -`f �� ( 5rcl 2 k .I ❑ Bains F—I Bonn # ❑Pit Gmund_swbm glen. f- Depth to l nit factor b. Sol Rate H ftm Depth Daminarrt Color Redox Description Teorhse Strucl ue C onsistence Boundary Roots GPDIfF in. Morsel OU. Sz. Conk Color Cr. Sz Sh. 'Efl#1 *E=2 �9 # ❑ Boring surface diev. r _____ iL Depth to Oni ft tailor in. ❑Pit Gtorstd Sol NMLcm Ram GPDNIF Horimn Depth Dar*= t Color Redo�r Description Texl re Smmk re Consistence Boundary Roots in. Munseil Ou. Sz Cart. Color Gr. Sz. Sh. 'Eft#1 'Etf#2 • Earn #1 = BOD,> 30 220 not and TSS >30 <_ 150 mglL ` IBIS 02 = BODs < - 30 nVIL and TSS < - 30 mqFL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alum,* format, please contaat the depadmeut at 608-266-3151 or TTY 60&264 -8777. SBD4330rR.07M% s , PAGE. OF NAME: u+ LOT# LEGAL DESCRIPTION:NE 1/4 5E 1/4,S_-3/ T Z4,N,R,Z (Or)lg SCALE: 1"= 7y ELEVATION: d BM 1 DESCRIPTION: op ��� �QUC , ev C BM 2 ELEVATION: BM 2 DESCRIPTION: �Jt7p Q / QaC jL2 SYSTEM ELEVATION: SYSTEM TYPE: C n a r GS qf CAD a a SIGNATURE: DATE: , �° ,3 X89 , 729634 VOL 17 PAGE 4560 KATHLEEFf H. MALSH REGISTER OF DEEDS ST. CROIX CO. WI 07/10/2003 RECEIVED FOR K ECORD CERTIFIED SURVEY MAP 12:15PN LOCATED IN PART OF THE NE1 /4 OF THE SE1 /4, PART OF THE NW1 /4 OF THE CERTIFIED SURVEY MAP SE1 /4, PART OF THE SE1 /4 OF THE NE1 /4 AND PART OF THE SW1 /4 OF THE REC FEE: 13.00 NE1 /4, SECTIO T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, COPY FEE: WISCONSIN. EGEND I PAGES: 2 FOUND ALUMINUM COUNTY PREPARED FOR: SURVEYOR: SECTION CORNER MONUMENT RICHARD STOUT DOUGLAS J. ZAHLER 1353 AWATUKEE TRAIL S & N LAND SURVEYING, INC. FOUND 1 DIAMETER IRON PIPE HUDSON, WI 54016 2920 ENLOE STREET O SET 1 -5/16' OUTSIDE DIAMETER BY 18' LONG IRON HUDSON, WI 54016 PIPE, WEIGHING 1.68 LBS. PER LINEAR FOOT av • • • • • • • • • • • • • • • • • ROADWAY SETBACK LINE (100' FROM RIGHT -OF -WAY) ENCH MA / �(�Dp '0 TOP OF 1' IRON SLOPES 20% OR �n P� 15 - y °3 �a PIPE ELEVATION GREATER V� �ij� �y � 01. 1014.9 X EXISTING FENCE Q . ': Oj'� A`t g N89 25 26 W 5309.52 5 �. o N s v I I — - MEANDER LINE V • _ `� 1 W ° A _ N I I h_ 0 O.H.W.M. ORDINARY HIGH WATER MARK 65t . c - ; ° 1 F 151 A 171 1 � — � C� . W... I ��a Wf 14 COR. S89 °52'38 "E rn ' ' 1 SEC. 3 f 2 EAST- IIEST 1 a SEE DETAIL S89'5238'E w .4 1/4 LINE 3751.29' 151.61' ; ..� y 5.09 v: N89 26 )! y P 0 � 690.62' •. N E1/4 COB. `° f3q `� N SEC. 31 6 Z `N89 I � O sli-o'S c W 1 L 12_32'— -- �; �q c LOT�A A LOT 4 y .. ,� C9 2n 1 g 0) �, R . c 4 LOT 3 w 1 3 N WWU) A i SHED_ rn� cnv Z LL r' m V 1 -- iV � I a W Z i QQ O °° rr - �► an W i N G� + w 1 V 5�0 Q W S S �o I U 0 1 - p i - / t` Ai. :$ �� 6 w � AIGHT- F -WA' F 6 Q z. LOT.. W Q Q �:::;` 2 :: a�:.::: SI ECTI N LINE j co BENCH MARK: ��' . .... :0 ,�"y 0 s' I I $$9 °38'16"W �� TOP OFl� i .: 11 .32' FOUND 1" I IRON PIPE. �A �::. NS6+,�� / O 60.8'± J ELEVATION r 999.0 SCALE IN FLET 1" = 150' �� 9 �' •' (NOT TO SCALE) ApPRO SIT. C ROIX COUNTQ•H.W.M. ;;• N RIGHT - OF - WAY nd PlanNnq Zordn° a Pants Comr6ihW. ° � N F- 150 999.1 0 150 I l A JUL 1 0 2003 1 � .1 I � LOT AREA TABLE o� p 33' 33 LOT SO. FT. ACRES f f rwt recorded within 30 days of I O 80Q[01rd� N N w ' . LOT 1 INC. R/W 121,690 2.79 ofslo v rester °� ��.I O LOT 1 EXC. R/W 112,592 2.58 not identified on the c4 I • • • • • • • • • • • • • • I LOT 2 INC. R/W 90,767 2.08 approved plat and not �-'�— 1 Oc' LOT 2 EXC. R/W 88,409 2.03 covered by escrow money ROADWAY SETBACK LOT 2 TO O.H.W.M. 2,6t are required to apply for JOINT DRIVEWAY LOT 3 INC. R/W 89,995 2,07 and receive a separate r ,e EASEMENT TYPICAL LOT 3 EXC. R/W 83,211 1,91 special exception permit. (NOT TO SCALE) This permit is applied for 1 S89"38'1 5'W LOT 3 TO O. H. W. M. 2.3t through the zoning office / 31,7' LOT 4 INC. R/W 97,523 2.24 and is reviewed through a r LOT 4 EXC. R/W 90,753 2.08 public hearing process by Each Parcel shown on this ma is su LOT 4 TO O.H.W.M. 2,31 the St. Croix County Board P 1 of Adjustment. to State, County and Township laws, rules NOTES: ALL ORDINARY HIGH and regulations (i.e., wetlands, minimum WATER MARK) ) AREAS ARE EXC. R/W lot size, access to parcel, etc.) Before ALL AREAS NOT CABLED TO O.H.W.M. purchasing or developing any parcel ARE AREAS TO THE MEANDER LINE contact the St. Croix County Zoning Office and the Town of Warren for advice. THIS INSTRUMENT DRAFTED BY: WILLIAM KANE SHEET 1 OF 2 SHEETS! JOB NO. 5052 -18 DATE: 02/07/2003 REVISED: 07/09/2003 VOL. 17 PAGE 4560 ,3 3 7296M4 VOL 77 PAGE 4560 KATA= H. ALSH REGISTER OF DEEDS RECEIVED CERTIFIED SURVEY MAP 07/10/200 12:1 LOCATED IN PART OF THE NE1 /4 OF THE SE1 /4, PART OF THE NW1 /4 OF THE CERTIFIED SURVEY MAP SE1 A, PART OF THE SE1 /4 OF THE NE1 /4 AND PART OF THE SW1 /4 OF THE REC FEE: 13.00 NE1 /4, SECTIO T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, COPY FEE: WISCONSIN. EGEND PAGES: 2 FOUND ALUMINUM COUNTY PREPARED FOR: SURVEYOR: SECTION CORNER MONUMENT RICHARD STOUT DOUGLAS J. ZAHLER 1353 AWATUKEE TRAIL S & N LAND SURVEYING, INC. FOUND V OUTSIDE DIAMETER IRON PIPE HUDSON, WI 54016 2920 ENLOE STREET O SET 1 -5/16' OUTSIDE DIAMETER BY 18' LONG IRON HUDSON, WI 54016 � PIPE, WEIGHING 1.68 LBS. PER LINEAR FOOT •�`i ENCH MAR • • • • • • • • • • • • • • • • • ROADWAY SETBACK LINE (100' FROM RIGHT -OF -WAY) �Up �?i3� TOP OF 1' IRON SLOPES 20% OR nn M� 0 y onj �O� PIPE ELEVATION GREATER V '% - ` a• 1014.9 EXISTING FENCE N 89 "W 5309.32' �6� �1 a� b N O I o i Q — MEANDER LINE pV • , a, ro 0) d � � pQ O.H.W.M. ORDINARY HIGH WATER MARK 65t�' P o l t0- 1. :F 151 w C� rn W iM�Ul 4 n rn I I a Isla E C. 3/ S89 o 52 r 38 W f COR. E C Z I EAST -WE SEE DETAIL S89 c w 1/4 LINE , 3751.29' 151.61' n " 55.09 rq N89 26 A ut w �o 690.62' I , . 3 . - B 1 14 COR. SEC. 31 C Z ......... `N89°25'26W I g Q SILOS L 12.32 W m 0 Q :, �, N :-4 ' LOT 1 A o LOT 4 w 1 LOT 3" N W� I A I SHED i �" y b Ln 1 11 51 ca w i t0 Z LL a) i ((�� m m �_ - - - - -' m y i i "E : 9 I o I WOZ w �� 02 CA ;•( i(1�1 LL 'J C3 I � V 5 o0�O t � ` � 60r4a s i� v1 cd W i ( O i ./ ►` 91 :: AIGHT- F-WAY�t Z � y1�A,2 `.tiQ ..... LOT co Q N ' Z B�••" i SECTI N LINE I BE MARK \ ' (y 'oQ+'. FOUND 1 9 0 �s s S89°38'16"VV TOP O Fl i . I+ $ 4 �f- O 11.32 • :. .: �;' 'Z7 (� IRON PIPE, IO "�''�:. '� \ O ELEVATION 2j ��4� �o , 999.0 4 ISOArL A PR ViSU 9' ;��j (NOT TO SCALE) SCALE IN FLET 1" = 150' S1 CROIXCOLINTW.H•W.M. ':., N RIGHT -OF -WAY Planning Zonino and Parks Comr6ikW• - - N a 150 0 150 999.1 l JUL 1 U 2003 1 -��\ 01 I I LOT AREA TABLE 33' 33' ad within 30 da LOT SO. FT. ACRES a ° �� p d v rester ys of ro I I LOT 1 INC. R/W 121,690 2.79 pf slo - LOT 1 EXC. R/W 112,592 2.58 not identified on the cQ I • • • • • • • • • • • LOT 2 INC. R/W 90,767 2.08 approved plat and not 1 CIO' LOT 2 EXC. R/W 88,409 2.03 covered by escrow money ROADWAY SETBACK LOT 2 TO O.H.W.M. 2.61 are required to apply for JOINT DRIVEWAY LOT 3 INC. R/W 89,995 2.07 and receive a separate f irr EASEMENT TYPICAL special exception permit. (NOT TO SCALE) LOT 3 EXC. R/W 83,211 1.91 This permit is applied for � S83 "31'16 - W LOT 3 TO O. H. W. M. 2.31 through the zoning office 31. LOT 4 INC. R/W 97,523 2.24 and is reviewed through a r LOT 4 EXC. R/W 90,753 2.08 public hearing process by Each Parcel shown on this ma is su LOT 4 TO O. H. W. M. 2.3f the St. Croix County Board P Je or Adjustment. to State, County and Township laws, rules NOTES: ALL O.H.W.M. ORDINARY HIGH and regulations (i.e., wetlands, minimum WATER MARK) AREAS ARE EXC. R/W lot size, access to parcel, etc.) Before ALL AREAS NOT LABLED TO O.H.W.M, purchasing or developing any parcel ARE AREAS TO THE MEANDER LINE contact the St. Croix County Zoning Office and the Town of Warren for advice. THIS INSTRUMENT DRAFTED BY: WILLIAM KANE SHEET 1 OF 2 SHEETS JOB NO. 6052 -18 DATE: 02/07/2003 REVISED: 07/09/2003 VOL. 17 PAGE 4560 1 / POWTS OWNER'S MANUAL & MANAGEMENT PLAN pa __L. of Z FILE INFORMATION SYSTEM SPECIFICATIONS Owner j Septic Tank Capacity Z ga l 0 NA Permit d Septic Tank Manufacturer c � C3 NA QEWN PARAMETERS Effluent Filter Manufacturer Z Isi '4'g 0 NA Number of Bedrooms d NA Eff luent Filter Model a NA Number of Public Facility Units ❑ NA Pump Tank Capacity Cj al 0 NA Estimated flow (average) g al/day Pump Tank Manufacturer ���°9 �, ❑ NA Design flow (peak), {Estimated x 1.51 Gel el g al/day Pump Manufacturer 0 NA Soa Application Rate al /da /ft1 Pump Model O NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit 0 NA Fats, Oil & Grease (FOG) 130 mg /L ❑ Send /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (SOD 1220 mg /L ❑ NA ❑ Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) 5160 mg /L Cl Disinfection 0 Other: Pretreated Effluent Quality Monthly average Dispersal Call(s) ❑ NA Biochemical Oxygen Demand (BOD 130 mg /L ❑ In-Ground (grevity} O In- Ground (pressurized) Total Suspended Solids (TSS1 530 mg /L 0 NA © At-Grade ❑ Mound Fecal Coliform (geometric mean) SI0° cfu /10Oml 0 Drip-Lino ❑ Other; Maximum Effluent Particle Size i t © NA Otlw 0 NA Other: 0 NA Other: 0 NA `Values typical far domestic wastewater and septic tank effluent. Ott 10 NA MAINTENANCE SCHEOULE Service Evetlt Service Frequency inspect condition of tanks) At least once every: 3 e a! th( (Maximum 3 yeas! DNA Pump out contents of tankls) When combined sludge and scum equals one-third (Y of tank volume ❑ NA Inspect dispersal cells) At least once every: =month(s) (Maximum 3 yeas) 0 NA Clean effluent fiher At least once every: � ❑ month(ei 0 NA Inspect pump, pump controls & alarm At least once every: months) O NA ❑ arts! Flush laterals and pressure test At least once every: mon thft) E3 NA O s) Other: month(&) O NA At least once Query Other: _ 0 NA MAINTENANCE INS7'Ruciri0N8 Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licensee or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Msintalnar, Septage Servicing Operator. Tank inspections must Include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of affluent on the ground sWace may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other Services, inckrding but not limited to the servicing of effluent filters, mechanical at pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer, A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. •apo3 aAllgtislU#t4JpV UISUCIOS1M '1E) V (Z) 'I01iS - 99 Pug (;)'8(P)( 01CIRIZZ'S8 wuro:) Jeide40 41. 0outi1"00 U1 p974949 etM iu $141 Q — _ OU04d 0004d 1 J 9weN OWN AlrdOHlnV A>901V1ftow 7501 (11unnd) vO1VN3d0 61VIOIAV39 30V1d39 Ou04d 1.�d' ' JG - / G eu04d 9wa — f i i/ s N ! • 11, r7 OwgN ll3NIV1NIVYM 81Mod 1:137WISNI 91Mod SIX311011W001VNOLL1(7QV '3191880dwi vo 11n01ddld 39 AVW )INVI V d0 NOW31NI 3H1 WONA NO9V3d `If dO 3nom 'Lins3a AVW HiV30 '330NV1 woul0 ANV u3clNn ANVI IN3WIV3d1 V3H10 VO dWnd 'ClUd3S V V31N3 ION 00 'N3DAX0 JN3l3lddn9N1 !10 /ONV 3396VD 1VH131 NIV1N00 AVW S3NVI 1N3W.LV3111 1113H10 ONV dwnd 'OLLd3S < <ONINOVM> > •9wa le It 10909 w 801ru 041 411m Aldwoo ;snw swelsAs 4ons to e1JOt ;0n48uo0etd 'aOe;Jns 0n12e411Jul a4i 1e 1ewo1q 941 ;a IVAOWSJ SulM011o; weld u1 pe;onJlsuoaOJ aq Avw swa;sAs uolidJosge lion apOiS -le pue punoyy p ® r �1ue1 w #I # vq 0119 p •S.Lmod Pape; 941 Ooe!deJ 01 iJoseJ 1811 a se pel)elsul eq Aew Xut; BUIP104 a ABolou4oal SIMi}d u! 59OUe B UUJBg 'eu011e 1109 Jo /pue Aoggias of anp elgel!ene iou s! VON luewooeldeJ OlgeLns V p 'awl ; 1842 It ioeye U1 selm 0941411M Aldwoo lsnw swa;sAs ;uewO0e1d01} 'Bale luawsoeldeJ Olgellns a 4911geise of uOl;tnlan0 ells put Nos Mau a Jo; peau 041 ul 11ns0J Illm essie iueweoaideJ 941 ioeloid of eJnped 'silent put s9u!I iol 'OJnzomj%e pagodoid pug Du!lslxe woJ; sXoegies peJlnboi Aq uodn paouu ;u! aq IOU pino4s put uolloedwoo pus 9ouegmis!p waJ; peloeloid eq pinogs e9Je 1U9w9OeldeJ 041 'w93sA8 tign eq Aew put pe;enlene useq $84 89JO lueweoeldeJ elclumm uolldJOSge 11 1uaw9oeideJ a to uo!leool 941 Jo; pez y :weisAs 1 wooBideJ welldwoo apoo a Op!Aoid of 'ueXei eq lsnw Jo 'ueaq en84 99Jnseew BulMollo; 941 pemedeJ aq louU90 put $11 SIMOd 0 41 0 NV1d AON30NIJLN00 -IeIJO;ew p0OS 1JOU! J9430ue JO IOARIS '1109 44!m poll!; coeds ploA 841 pUe peAOUJeJ SJOA00 J1941 J POAOwaJ pug peieneoxe eq HOT' 911d pug sXuti lie 'Butdwnd Jet ;V 9 JoleJedO Bu!OIAJeg OBtidag a Aq to pesobsrp AliadoJd put panowOJ aq 049 gild pue sju81 lie to s luawo0 04i e •p9iga2 ssuluedo adld psuopuege 041 pue pe40auuoOS!p aq 11048 svd put e4um of Suldld 11V e :apo0 OA!;gJlslulwpV UISUO091M 'E£'£8 wwo0 Jalde43 41 m aouelldwoo ul psuopuege Ale ;es put AlJadoJd s! we;sAs 841 4e41 oinsul of ug lei eq Ile4s sclow 6uimollo; 941 OO!AJes to ;no u9jei AlwouswJad at JO/pue 811 S1MOd 841 u94M j 1N3WNOCINVBV '9uuq J9uel;os JaleM pue 'suodwwl '$Unideu AJellues :sepj011sed :slonpoid Suelultd :llo :suo!leolpew :sdeJos 1eAw :sapl0!giG4 :9999JO :euposao :sliu!leed elgel988n pue imJ; :Jejem (dwnd dwnd uleip uollepuno} :1e; :slueloe ;ulslp :sJede!p :9901; lalu®p :eJ9seeJsep :sgems uouao :swopuoo !sunq 9UOjQI!13 :sOdIm Aqeq :s0!loicipue :S1MOd ®tll ;o a;ll 941 BuoloJd pue aoutwJoped 941 OAoidwl Aew weeiis JOlemaisOm 941 UJOJ; Su'mOIIO; 041 }o uo!;eurw110 Jo u '99Je uo!1dJosge flog epeid - le Jo punow Aue ;o edole uMop g t 1,1 4411M eeJO 041 'i oadwoo J o gJn lsep Os!M Jo ' XJed 10 OA!Jp 100 OCI 'silea I e sJedsip put SJiu81 JOA 9910!40A JIJed JO OAUp lou op 'Xuei dwnd a4i u14z!m SleAel lewJou OJOlS9J of sloiluoo dwnd 041 BulleJSdo Apenuaw w 1911129 01 Jeula;ul2V4 S1MOd JO Jagwnld 2 loaiuoo Jo dwnd iuonl ; ;e wil of Jea►od Bu of JolJd Jolviedo fitmAJOS 839 1deg a Aq p9AOWOJ ilUg1 dwnd e4i ;o SI U 91UOD a4 9Ae4 uolienl!9 s!41 p!ont off, '1uanl};9 ;o OoJe4os!p saepns Jo dn)ioeq 041 Ui ilnow ACLU pue (s)lle 041 DulpaolJeno 'esop *Bnl 9uo ul (s)lleo lesiedslp 941 01 P95JR40 Sq II1M Je 1amajee M Saeox 941 POJO1SOJ 81 JeMod u e4M '619ABl J91eM4 ®1 Iew JOU eAOge Ill; Aew sjuel dwnd We no JeMod BulJnC1 •aoe}Jns 9Al4eJill ;w 841 19 uszoil alt suoillpuoa I os ue4M Jnaao IOU 1124o do iJeis waisAS '9sn of mud Joitiedo eulollues 9691des a Aq pOAOweJ (SNU94 041 ;0 slU9lu00 a4i en94 p9laaiep ale suoligilueouoa 4614 ;1 ' (s)II90 1e9Jedslp 941 eStwep Jo /pug smoJd ;ummen 941 Opedwl Am 11?4; sleo!we4o Je410 Jo s;onpoJd ouguled t o eougesid 9ui Jo; (91Jluti wOwi994 100140 S LMOd 9N1 to osn o; Jo!Jd 'uolionnsU00 Mau Jod N011VV3dO ONV do imvis _w to 06 gd l rm Y-r, r cRoIX cou"" SEIPTIC TANK MAINTENANCE AGRZ-'EM AN qrl e- (v required from Pla=itig D5pzrnent fl01 new Wls ct parcel Identification Locatioll ,_Z W, ToWn of LOL Sur Map # c—bcna%zS:y—, vblurnce Page 21-3 Spec hc Yes 'Logy lines idtnaftbla y% C no aeptic system could result in in Premt1lic failuro to harl&s wastes. Pr pt: 3r==P* out the saptiz tzzk avert' tbret years or 600.ur, it ntf &d by a lictzsed Pumper, What y ov� PIM into tha qystk rn of tie u4tfic t&zk la a !mtmmt stage M the �NSTP, &Spoul syttem aFecs to wbn!dt fb St- Croix zot:Ln Depatzb4tt g. certincation form, signed by that r nY r and 5tcs PIUMls4 jot un e ya% jnplu=bet, mtriatsdplumb-er Ora bceW68dP tbaA(7) flu ou-s ;itc Waste'Waft"r6ispenal gyS"Eern ajri&OT (2� zftzr i4sgcctiata sari P=Plng (if m',Mury), the teptio. talk is hn,ss thLtl I,J'3 fW! of 3111dp, Und4tsigned have read the above agree tc,\ mAint&iu thoi privatc scvmge disposal 9ycteyn d the Department OfNamm� Rtav="4, State of Wigeorsin, (. rcj-,tL, I- u M by the DcPar=W Of 00 = 6 rct Hn cOMP Ind r q, ' 30 I smtd to the S C C cvInTy Zoui nfte within yo4e &Ortic system �A$ been =ttlaited muit bt the three yeLt expirk"n ziste, c. _ �� � DATE f , ,- (we) oertify thit X11 statmenu on tbiz fo= are true to �i� bear of MY (O'Z) knOtvlldga, am (err ' 11c owner(a) f i Pegisttr of Dccds =cc ,1 property cionribed above, by Y4t;O 0 st- R AA -0 0y A32114 q�rt N44* Lnt the, Zc1r1 T"e7knrmtll�, o' Include with this IPPUZ&d 9 stamped wa- de '�' the Register o' Dee - I !a copy of ilie certified survey rngp it reference is trade in the, wanaaTY dried. U 2 5 2 6 P 1 7 8 - 7 !25 E, '!:-5 --► Im i STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO.. WI r'r Document Ntxnber '' RECEIVED FOR RECORD �D T7'h ��pp dd d� �� PP �jY � � ( r� 03/12/2064 01 < RICFIAR16 JANET P. STOUT, { WARRANTY DEED husband and wife, EXEMPT It 15S Grantor. REC FEE: 13.00 and GLENRIDGE PR LLC, a Wisconsin TRANS FEE: �! Limited Liabil2 -ty Company COPY FEE: CC FEE: PAGES: 2 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following 1� described real estate in St Croix County. State of Wisconsin: `j �I Parcel A: 1 Name and Return Address �! A parcel of land located in part of the SW 1/4 of the NE 1/4, part of the NW 1/4 of the SE 1/4! Dick Stout part of the SW 1/4 of the SE 1/4 and part of th 1353 Awatukee Tr. NE 1/4 of the SE 1/4 of Section 31, T29N, R18W, i Hudson, WI 54016 Town of Warren, St. Croix County, Wisconsin; described as follows: ;) Commencing at the south quarter corner of said i J! Section 31; thence N 00 0 01'11 "E along the 042 - 1088 -20 -000 north -south quarter line of said Section 31 a Parcel Identification Number (PIN) distance of 2629.88 feet to the centerline of 65t+� is not homestead property. Avenue; thence alond said centerline 589 38 E (is) (is not) a distance of 210.00 feet to the point of beginning: thence SO0 0 01 8 11 "W a distance of 1560 -23 feet; thence S89 32 Q a distance of 1104.65 feet; thence N00 0 05 1 46 "E along the east line i of said southwest quarter of the southeast quarter a distance of 230.66 feet: thence along the south line of said northeast quarter �. of the southeast quarter S89 0 33'04 "E a distance of 356.68 feet; thence N04 0 35'22 "E a distance of 396.12 feet to the beginning of �i a meander line along the shore of an unnamed pond: thence 530 0 49'29 "W !i aloncr said meander line a distance of 215.53 feet; thence S77 0 13 1 39 "W II along said meander line a distance of 251.94 feet; thence N48 052156 "W j along said meander line a distance of 520.74 feet; thence N21 019'55"E along said meander line a distance of 345,76 feet to the end of said Exceptions to warranties: cont. see attached ". t easements, restrictions, rights—of—way and covenants f record. o i Dated this f ' " day of March 2004 (SEAL) (SEAL) . Richard O. Stout Janet P. Stout (SEAL) (SEAL) 4 AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. St. Croix Countyy. authenticated this day of Personally came before rt�eOtlzis4 1 V t day of (! Marc LL VO the a bove named is ar ou ' an Janet P. � St ou t era RY P (/ TITLE: MEMBER STATE BAR OF WISCONSIN •'•• B i4 to (If not,' �C>�4� known to be the person who executed the foregoing authorized by §706.06, Wis. Slats.) s JAE E . I intrument and acknowledge the same. to OLSON i = i. THIS INSTRUMENT WAS DRAFTED BY �z 9 .A a Jana Janet P. Stout ��F - p'� 1353 Awatukee Trt. Hudson, WI ������ cite P blic. State of Wisconsin II My o ission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not — ) necessary) Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank CO.. Inc. WARRANTY DEED FORM No. 2 - 1998 Mewaukee, Wis. U 2526P 179 Parcel A. legal cont. meander line; thence S89 along the south line of Lot 4 of a certified survey map recorded in Volume 17, page 4560, at said register of deeds office a distance of 11.32 feet; thence N00 "E alonq the west line of said Lot 4 a distance of 520.78 feet ; thence N89 "W a distance of 865.82 feet to the point of beginning. Including all land lyinq between said meander line and the ordinary high water mark of the unnamed pond which lies between a line bearing S89038'16 "W from the beginning of said meander line and a line bearing N89 "E from the end of said meander line. Parcel contains 35.02 acres to the meander line and 9.99 acres more or less to the ordinary high water mark. Parcel is subject to right -of -way for 65th Avenue and subject to all other easements, covenknts, and restrictions of record. 13 3 - 72964 VOL 1 PAGE 4560 KATH M H. WALSH REGISTER OF DEEDS WI RECEIVED ° hECORD CERTIFIED SURVEY MAP 07/10/2003 12:L5PK LOCATED IN PART OF THE NE1 /4 OF THE SE1 /4, PART OF THE NW1 /4 OF THE CERTIFIED SURVEY KAP SE1 /4, PART OF THE SE1 /4 OF THE NE1 /4 AND PART OF THE SW1 /4 OF THE REC FEE: 13.00 NE1 /4, SECTION 31, T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, COPY FEES PAGES: 2 WISCONSIN. LEGEND FOUND ALUMINUM COUNTY PREPARED FOR: SURVEYOR: SECTION CORNER MONUMENT RICHARD STOUT DOUGLAS J. ZAHLER FOUND 1 OUTSIDE DIAMETER IRON PIPE 1353 AWATUKEE TRAIL S & N LAND SURVEYING, INC. HUDSON, WI 54016 2920 ENLOE STREET O SET 1 -5/16' OUTSIDE DIAMETER BY 18' LONG IRON HUDSON, WI 54016 PIPE, WEIGHING 1.68 LBS. PER LINEAR FOOT ENCH MARK: • • • • • • • • • • • ' ' • • • • ROADWAY SETBACK LINE (100' FROM RIGHT- OF -WAY)j �O �Z/ TOP OF 1' IRON SLOPES 20% OR o u °3 +�a� PI GREATER EXISTING FENCE N89'25'26"W 5309.32' <J�� a� ° N O 1 I Q — — V — — MEANDER LINE O O.H.W.M. ORDINARY HIGH WATER MARK 6yt1c�_- CA CA i o j P 181 -2 I � w C1 rn W� I &DIa 111/4 COB. - ` i t S89°S2'38 "E �°' w C 2 ° SEC. 31' ']CAST - lI]�ST I,o SEE DETAIL S89 °52'3 8'E ! 1% y 1/4 LINK 55.09' 37'51.29' 151.61' � N89'25 26"11 _J , 4 E 114 COR. w 690.62' l , . tv T_ o t `2 � v .SEC. 31 W11, .. �; N I `N89 ' W O SILOS G L 12_32 — _ — w A, LOT 1 I x C ., LOT 4 t o ;� LOT 3 •p ha N U w a l SHED _I +oo s o Z U) t �, tv y i0 t v t COZ i�rQ C C71 a OD : :• :•m i� ¢_'u� !L°� O P u , m t �� Q o 1 I ♦ so, i psi w s' y US Q t= t v O l v qS p w ' _ O i j / t` ::: }. :: ... 4r F .:rR MIGHT F - WAY ♦\ ON LIN LU �.; :... b SEC AZt% r :::::::. LOT ..::::. � I -1 �� v TIE I M u� ¢ m o : :.. jam ' �.O BENCH MARK Co.. . Z S89 °38' 16 'W r TOP OF i :::........ t+ O 00 r 1 1 .32' FOUND 1' I �^r} :::::. � \ ' 2�� `♦` y �� IRON PIPE. A �'� ... 60.8' ELEVATION pEfiAIL r 999.0 1 tI/ ♦ s� (NOT TO SCALE) ♦ R IGHT � _OF� SCALE IN FLET 1" = 150 S I iWOR .CROIXCOUNTW••W M• 1 N Planning Zonina and Parks Con QhW- _ - a 150 0 150 999.1 t co JUL 1 l 0 2003 • � � � LOT AREA TABLE If not rectxded within 30 da s or ° _ 4 0 i 33' 33' LOT SO. FT. ACRES y LOT 1 INC. R/W 121,690 2.79 8 %" m° LOT 1 EXC. R 58 of slo res O W 112,592 2.ter _ I .. I / not identified on the cQ 100, LOT 2 INC. R/W 90,767 2.08 approved plat and not LOT 2 EXC. R/W 88,409 2.03 covered by escrow money ROADWAY SETBACK LOT 2 TO O. H. W. M. 2.6t are required to apply for JOINT DRIVEWAY LOT 3 INC. R W 89,995 2.07 and receive a separate / ie EASEMENT TYPICAL / (NOT TO SCALE) 83,211 1.91 LOT 3 EXC. R/W special exception permit. 111 / This permit Is applied for I S89 °38'1 6W LOT 3 TO O. H. W. M. 2.31 through the zoning office / 31.7' LOT 4 INC. R/W 97,523 2.24 and Is reviewed through a LOT 4 EXC. R/W 90,753 2.08 public hearing process by Each Parcel shown on this map is subject LOT 4 TO O.H.W.M. 2,3f the St. Croix County Board to State, Count and Township laws, rules NOTES: ALL O.H.W.M. ORDINARY HIGH of Adjustment. Y P � and regulations (i.e., wetlands, minimum WATER MARK) AREAS ARE EXC. R/W lot size, access to parcel, etc.) Before ALL AREAS NOT LABLED TO O.H.W.M. purchasing or developing any parcel ARE AREAS TO THE MEANDER LINE contact the St. Croix County Zoning Office and the Town of Warren for advice. THIS INSTRUMENT DRAFTED BY: WILLIAM KANE SHEET y OF 2 SHEETS JOB NO. 6052 -18 DATE: 02/07/2003 REVISED: 07/09/2003 VOL. 17 PAGE 4560