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026-1147-22-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: � 463000 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: Good aster, James I Richmond Township 026- 1147 -22 -000 CST BM Elev: j Insp. BM Elev: BM Description: 111 Section/Town/Range /Map No: IV\ \ �,S'T - � � 24.30.18.1080 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing ii 60 Alt. BM J 1 v�bh Bldg. Sewer / d / D Holding St/Ht Inlet 0 357- 1 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet .� Septic Z 1 I I � / r Dt Bottom 1 3A ' 7b • 7 Dosing / Header /Man. Aeratio Dist. Pipe I1d . 5 Holding Bot. System , b Final Grade r PUMP /SIPHON INFORMATION �J �p 6 d • `1 Manufacturer !! emand St Cover V 4 "" ( GPM � • � �, , � Model Number 41 TDH Lift Friction Las System H\ Forcemain Length I ,� Dist. to Well 9 O z A14- SOIL ABSORPTION SYSTEM BEDITRENCH Width t Length i No. Of Trenches PIT IMENSIONS No. Of Pits Inside Dia. Liquid Depth 1 DIMENSIONS it 1 A SETBACK SYSTEM TO `' V P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: ✓ , INFORMATION Type Of System: CHAMBER OR 1 •• � -S � 3 N A- / j UNIT Model Number: �s G � Mti V Z� � �'f� F--'f^ DISTRIBUTION SYSTEM Zv Z C% ► 9 1 9 ' 7 Header /Manifold �� Distribution x Hole Size x Hole Spacing Vent to Air Inca ioa� Pipe(s) , t j Length Dia Length ` Dia Spacing \ \ \ \ 2 4— SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mul ed Bed/Trench Center Bed/Trench Edges Topsoil ` Yes [] No Yes U No z-4 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1479 142nd Street New Richmond, WI 5401 (NE 1/4 NW 1/4 24 T30N R1 8W) Richmond Meadows Lot 22 Z 22 Parcel No: 24.30.18.1080 � S E':Q�• c- I �l vw l 1.) Alt BM Description = � � 2.) Bldg sewer length = Z P ` - amount of cover �- Plan revision Required? r_, Yes No Use other side for additional information. Date Insepct s Sig ure Cart. No. SBD -6710 (R.3/97) - Safety and Buildings Division County - - - -.T- — - AN s 201 W. Washington Ave., P.O. Box 7162 .Srt��� i n Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) ,s on , Department of Commerce (608) 266 -3131 _ /V/ 3 OUO Sanitary Permit Application State Plan I...Df . Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide I A _ may be used for secondary - — Y y purposes Privacy Law, sI5.U4(1)(m) Project Add ess (if different than mailing address J� I. Application Information - Please Print All Information Property Owner's Na me Parcel # ( t N Block k Property Owner's M ailing Address Proper Locatio City, State - Zip Code Phone Number R i � (circle o ) II. T _d ^7� T � N; R�E o� Type of Building (check all that apply) i iki or 2 Family Dwelling - Number of Bedrooms Subdivision Name CSM Number Public/Commercial - Describe Use s ❑ State - scriba Lls - OCity_LVillag awnship III Ty Permit Ch one box on line A Complete line B if applic able) A. New S stem y ❑ Replacement System ❑ Treatment/flolding Tani. Replacement Only -❑ Other Modification to Existing System B. ❑Permit Rene iyal ❑Permit Revision 15 charge of (<� Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS Syst all that apply Non - Pressurized In- Grou ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil J At -Grade ❑ Single Pass Sand Filter — ❑ Constructed Wetland ❑ Pressurized In-Ground ❑Holding 'Tank Ll Peat Filter ❑Aerobic Treatment Unit ❑Recirculating Sand Filter � ❑ Recirculating Synthetic Media Filter kLeach 1 amber Drip Line ❑ • el-less Pipe ❑ ther (explain) V. Dis ersal /Treatment Area Infor nation: - - � Design Flow (gpd) Desi 96 1'R cation t ispers t Area Required (1 Dispersal Area roposed (A) System Elevati i VI. Tank Info Total Number Manufacturer Prelabr Site Fiber Plastic Gallons Gallons of Units Concrete Co Glass New Existing 1 Tanks Tanks Septic or Holding Tank ) — - -- Aerobic Treatment nit Dosing Chantt+er — V Responsibility Statemen I, the undersigned, assume responsibility for !its aHation of the POWTS shown on the attached plats. j Plumber's Na me (Print) Plumber's Si gnature hiPRS Number Business Phone Number Pl umber's Addre sss ( Street, Cit State, Zip Cod I VII ount /De artment Use Oul �O 0 /// - -- Approved ❑ Disapproved Sanitary Permit 1-ee (includes Groundwater Date Issued I sing Age t Si a Surcharge Fee) - -$ Stamps) i CIU �y Q ❑Owner Given Reason for Denial tJ / IY. Conditions of Approval /Reasons for Disapproval 3 $ �GST�r , OMri�l�c --- of �!Y � eptic tank, effluent filter and �' ��-� ✓dispersal cell must all be serviced / maintained �/J�,,, pn OT Z/� (/;�, �- as per management plan provided by plumber. l 4� , d ~ �Q , � h rn¢ dZA 2. All setback requirements must be maintained - / as per applicable code /ordinances. d ttf At cgnplete p a (to the County only) Pm the system on ap not les than 81/' x 1 1 n sirh Q SB - 98 ( R. 01 /� 6 e� �/ 12 .h"4g �� GGk,&}tt � 21 Sy54z I 0' y vkt1ml 0. �' SAY 79 r,4� + qP o Z 3•�- 1513 C2.�S d o 0 l I 3 To 1 1 �OPY �0 (o12-- h 'fy m lT • ft :corlsin Department of Commerce SOIL EVALUATION REPORT Page - al -a T Division of Safety and Buildings /1/QT /� � `, in accordance wi0r Conran 05, Wis. Adrn. Code County S� Cot Altach complete site plan On paper [rot less Oren 0 112 x 11 Inches M1 size. Plan must — . - -- Include, hart not United to: vertical and horizontal reference point (BM), direction and Parcel I.D- peicentrbpe, scale or dimensions, with arrow, and location arid distance to nearest road. 0 2(p // 7 _ Please print all blrolnlatlon. Reviews / / Date Personal Inforrtralion you provide may be used for secondary purposes (Privacy Low, a. 15.04 (1) (m)). ! d PrvpertyOwner i Property Lo— t Govt Lot 4&.j 114 0,L4, 114 S 1- G N 11 E (or&l Properly Owner's Mailing Address Lot # 8kx k # Subd Narne a CSh1 /E City State ZJp Gods Plione Number ❑ City ❑ Village l4 1 own Nearest Road New Construcilo n Use: P Residential J Number of bedrooms S— — Code duiived design flow rate ?a. —_ GPD ❑ Replacement [] Public or commercial - Describe: - -- Parent inateriel Flood Plain elevation if appiic:abin General comments S `�• 5� - - -- JVO / • D �r Pie 3 - ' 604" �# ? and recommendations: etc_ eod.�- G�c�•, El / Boring # ® Pit Ground surface elev. ��`-' It. Depth to Ihrdring factor _„ -- - - - -- Sol Application Rate Ilorizon Uep01 DOnlirlallt Color Redox Description Texture Structure Consistence Boundary Rrxrts GP /I In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff #1 'Eff #2 Z Z - 2 St G I WLs v'4' _ -s r �p S - 1 0 , 4 r 3( IF 7- Boring # ❑ Boring 99 �� � l Pit Ground surface elev. �' - -- it. Depth b limiting factor _ — in Sol Application Rate Horizon Depth Drxninallt Color Redox Description 1'exture Structure Consistence Boundary Roots GPD1fe Munsell Ou. Sz. Cont. Color Gr. Sz. Sir. _ 'E 'ER #2 1 1, 3 L- s Effluent #1 = BOD > 30 < 220 nig/L and TSS >30 < 1 ing /L ' Effluent #2 = BOU < 30 nig/L and TSS < 30 nig/L CST Narne (Please Print) Signature CST Number Address Dale Evaluation Conducted Telephone Number II Q zS S /� ��� -- 7/S o - r - e _ �— of Properly Owner l�'� Parcel ID It Pa ----- - - - - -- -- -- g p Boring _ L Boring # d II, Deptlt to limiting factor S in. Pit Ground Sur face elev. l�l. Sol N) icaGrnn Rate Horizon Deptlt 0111111311t Color RedoxDesc. -liption Textwe Structue consistence Bowrdary Roots .Eft11 in. Munsell on. Sz. Cord Color i - v low s li►'�-� Cam_ I vL e6 R 1. r in I � p Boring f Boring If p Pit . Ground surface — face elev. fl. Depth to limiting taclur _ —_____ inn TRo,)IsGP — calion Rale Horizon Depth Dominant Color Redox bescOpt - ton Texture Structure Consistence Boundary DI(F In. Munsell an. Sz. Cont- Color Gr. Sz. Sh. ❑ Boriny ❑ Boring # Gr ound surface elev. -_ - -_ I 9 F1 pit It• De tth to limdin factor in -_ _ Soil ApplicaGort Rale Horizon Deptlt Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIIF in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Effgt 'Effg2 _ < ' Elliuent 112 = BOD < 30 mglL and TSS < 30 rnglL _ S >30 150m L 5 _ Effluent #1 BOD > 30 c 220 rnglL and T5 _ gI - s 'I he Department of Conmterce is an equal opportunity service provider and cutployer. if you need assistance to access services or need material in an alternate fomtat please contact the depatttncnt at 608- 266 -3151 or 'ITY 608 -264 -8777. i SOD -A 301R.07/IXr) PAGE 2-, OF-3— 7 NAME OT# LEGAL DESCRIPTION ti� 4�u, S A T 6 N R AE or SCALE: i "= L 10 r BM I .ELEVATION /DU • U BM I DESCRIPTION �op D BM 2 ELEVATION BM 2 DESCRIPTION q _ SYSTEM ELEVATION ALTERNATE ELEVATION CONTOUR ELEVATION l � � a �� , 1 SIGNATURE �i � DATE ( � _ POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page / of ? � FILE INFOBmAmN Owner YST BPEGlFICA170N8 4- Septic Tank Capacity Permit d nn Z - g a l El NA V Septic Tank Manufacturer q NA DESIGN PARAMETERS Effluent Filter Manufacturer ID NA Number of Bedrooms Q NA Effluent Filter Mode! & d NA Number of Public FaciNty Units NA Pump Tank Capacity Estimated flow (average) —gal A NA / al(da Pump Tank Manufacturer �r ❑ NA Design flow (peak), (Estimated x 1.5) �s Gf 4 _g ol /day Pump Manufacturer � / Q NA Sal Application Rate Pump Model O NA Standard {nt(uentlEffiuent Quality ai /da Jftm Monthly average• Pretreatment Unit NA Fats, Oil A Grease (FOG) 580 mg /L ❑ Sand /Caravel Filter O Peat Filter Siochemioal Oxygen Demand (BOD.) 5220 Mg /L 0 NA O Mechanical Aeration ❑ Wetland Total Suspended Salida (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent quality Monthly average Dispersal Cents) O NA Biochemical Oxygen Demand (800,1 930 mg /L in- Csround lgravlty) Q In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L `� NA O At e ❑ Mound Fecal Coliform (geometric meant Sf0• 00100MI O Drip -Lies ❑ Other: Maximum Effluent Particle Size K in dia. p NA Other O NA Other: ❑ NA Other: 0 NA * vsluss typical for donwstic wastewatar and Septic tank effluent. Otter: 0 NA MAINTENANCE SCHEDULE Service Event Service Frequency MWR Inspect condition of tanks) At least once every: 3 eer a s (Msndmum 3 years) O NA Pump out Contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume 0 NA inspect dispersal cell(a) At least once every; ear its) (Maximum 3 yeas) 13 NA Clean effluent filter At least once every: �� man' = s) O NA Inspect pump, pump controls & alarm At (east once every: r .. O mont O NA d W(a) Flush laterals and pressure test At bast once every: O �ts1 a) 0 NA Other. month(s) At least once every: _.._ ❑ •arts} DNA Other =NA MAINTENANCE Mammon Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber R estricted Sewer; POWTS Inspector; POWTS Maintalner; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(*) to identify any missing or broken hardware, identify any cracks or leaks, measurs the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal oeli(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 effluent on the ground surface 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 shell be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services including but not limited to the servicing of effluent filters mechanical or pressurized components, pretreatment units, and any servicing st intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shalt be provided to the local regulatory authority within 10 days of completion of any service event. Page 2 of START UP AND OPERATION For now construction, prior to use of the POWTS check treatment tank(si for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal eell(si. If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the call(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehiCles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet dowr slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS; antibiotics; baby wipes; cigarette butts; condorns; cotton swabs; degfeasars; dental floss; diapers; disinfectants; fat; foundation drain (sump Pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meet scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS falls and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: e All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. e The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. e After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measuree. have been, or must be taken, to provide a code compliant replacement system: X A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. [J A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POINTS. Al D T sit site e tank 13 Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <'WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. 00 NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT, RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Phone EName , SEPTAGE $ERVICINQ OPERATOR (PUMPERI LOCAL REGULATORY AUTHORITY Name Name j-l— - C jc Phone Phone l S 3 7' y o This document was drafted In compliance with chapter Comm 83.22(2i(b►(II(d) &(f) and 83.5401, (2) & (31, Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer r Mailing Address l T ��w �' ��O'� c.� . s'�!o /7 Property Address 1161 -- 2Z o o d y7f / V z S ? ,v e w 4) (Verification required from P anning Department for new construction.) City /State w `r S . Parcel Identification N umber Al LEGAL DESCRIPTION Property Location 5"f- '/4 , w '/ , Sec. ' G / , T L0 N R i g W, Town of 9 , Q h "° R' D Subdivision 1Z �`a o w M C A D n w� , Lot # Z Z Certi id �u� ey a; � � k t d e � r o u e — ,Page # Wa ��# 73 33 03 , Volume 2 '3 1 4 3 ,Page # Spec house (ye�s no Lot lines identifiable ye no SYSTEM MAINTENANCE 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 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. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the sta dar s set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. rtifi ation s ting that your septic system has been maintained must be completed and returned to the St. Croix County Zoning �ep en t w' 'n 30 days of the three year expiration date. IGNATURE OF APPLICANT DATE O ER CERTIFICATION Uwe ertify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the rop rty des ribed abQxe,- by"virtue of a warranty deed recorded in Register of Deeds Office SIGNATURE OF APPLICANT DATE ** * Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. r a1 a♦ 25, '1 to Pz�xE 12 MIN. ABOVE G:�AEE � ROM DOOR t Wr hD OW aR 4CATµ6RPROOF FRESH AIR NTAXE JUNCTION BGx APPRoyz:L) F `NISHE� GRADE WI CO NDV T "s+° -SHOLE CO'd �4"Cj x2 s ER ---•.' , W ! PADLOCK 6 I ... WARNING t ABEL Elf M X, # �. '''LET J , ! a WA' rR T SEALS `� � GA5• ; t TIGHT, , PPROVED ;,,..�� A SEAL J 11PF 31 rr�A�,M ; JOINTS w: T INTO Slt I D I 8 APPljYEo PIPE O I �c � SON � 54Lt�54IL RISER EX i D f ; P£RMYTTED C�iLY IF TANK MANUFACT'JAER APPROVED BEDDING UyDER TANK HAS APPROVAL CONCIRETE PAD Eb77C r DOSE S ANK Mq.NfdFACTJRER: c�eY "";MEER DOSES PER DAY: . x�'.... sw..,.. Eg; CAL. DOSE VCiUMI: INC 'JD2NG DOSE ov GAL. FLOWBACK: 1 ........�...,,.,, GAS,. ,LARM MANUFAMIRER: CAi�AwI.IES: A �" ._.,..' MODEL VilisER: er—W.. ' . a:ve�:ES • - .SAL. SWITCH TYPE: „�,� �....�... MAWrACrJJtZR 6 s �? INCHES � �GAi. M ODEL SWIT NUMBER: ,�..Lp+�.'t�'....�... C = �.�.. INCHES = SWIT T���; �- EQU'LRED D:SCHARGF RA �/,.' �, s ,J,,�„�,�,,,,_GAL 12F.X PUMP 9 `�:•.4�iM W RING AS F ER ILF�is 26.23' wAC CPT-CAL DIFFERZXC£ Sr •». LFT AND ."•Ia " ION PIPE N p l� T . 'MUM NETWORX SUPPLY PRESSURE FEE. ..,,. FEET F ORCEMAIN' X F T:ON FACTOR FF,T 0..4L DYNAMIC !°IEAD s FEET '"'£.RNAi DIME:1'SIOivSF r T , , .. r "EMS W I D Th r... �...... ' ' P, « uick4 STANDARD CHA Mgt 7R FQulck4 Standard Chamber 48" (EFFECTIVE LENGTH) " I I Elm SIDE VIEW SECTION VIEW MuffiPort End Cap 12" 16" 7- X 2 SUE VIEW TOP VIEW FRONT VIEW ` �'. 'Quick4 Standard Chamber Mpmin Spec tications as # r , N Muit�Port :End 'Nidmi i ffective Length 48" "'` 16 "x12' Invert Height 8* or 1.25" i nvert Hei MIUR)TOR Sy—S-T-E-M&..INQ, S &NQABQ LIMUg" 4RR A t L_ tai The, st-tuai inter 'd P14111, wedge and the, by Inl t -vo v�waaed and onerated In a loa0hold ,, ., , or LCOrdance with Intalralo in6j,uCtions, t' warlalit(rd to Are original Pure astir - HAne - qqaj)FJ (jewfivo m. filer a;c ancl %w vrn,eishf, for ono year horn too date Inal the sapt,,, pe, [Tjj1 is IssuETi war for' ' 1' 'LIA 'ded' ho""' the Ul". S' war, P" 0 "9 0 uPo' hr date rat Inslariatrm of the sarilit =n jjah ,, es writing at its C-PWA6 Hete u,vters it Oki Zaybro,*, Co _11WI mtNn ijtaeo (1 Ill's f th9 3P-90 00f.-1 Infil 'A' sW'Lily J61. to, U,`tt. doternlin �,, I !,, 1 ,, nt' - "blIN -c,od- Ih6 -.1 o f n)_al Urtes be C by Irls Un Wieran!v J-I IHF-L"FS UFIv1EPC4AN1A6ILTYtjRFr-,NL! 0 Ll,, I HF UUTEn WA�TIRAWV AND REMEDIE1 iNSui PARAGRAPH vl) ARE EXCL)GIVE i F 0, 1 A PARTIGLILAH PI Ltrniferl ytqj �h j a ,� y pal of I SYSTEMS INC not wte,id to , C in sy ' 14 310"fliteOV 1 . 1 afrarl vdoes ", !at "j,ocol or �fiad 1A t10 kollil for frorotiIis tir lillo.da _j N l oss cl o' oine, t_, tw _ TiJ "aler"s, "W" bu e%'es f�i` the I f0ltlit IX any frrrd party. ',pootr"It, Environnwritol Onsite Wastemfer Soluffone to r anrl fast the U It"? L41S k-V SlAWled to iarjol. or 0jhother wea )16 rallm, aucidOnt, frnisise, abijee hlc� are I'll Iten"IfIg-f or 1'etslaffation faowe or' ground Mvel�, Set 1,,rth In the ir'stalalion inst 1. =.a. the 6 Business Park Road - PO. Box 768 U lW the bacf,�r.ant of of) It* Units or the Wjj,; system due 1 o;nUCV& or T.1X0Psrs eltoeSSNav system conairt,rig lhp� (irts, jaj� o f ease aftfosaf, or oWaton; or W."Tily a d I the Holder ra+s to collpy with ail of the terms set lorIll i th �fntted Old Saybrook, CT 06475 3 "Y other event not Caused by Infiltrator Tns (jrllll�d Warranty mall [)a ,,v Futhifi, In M event shall lnfft d any loss ow da.-ge to I, Hokj.. I" ,,, lj�lts, or 860-577-7000 • FAX 860-577-7001 1 'y � 11=r for Inane , or !,un any INOLIX( Ila d tf)!,d pwrya$v ng from ln*liwallon eirrihio- 7 r any 800-221-4436 Mh .1 s'le corijitions mq to) N o 0 1 11f4ft- 111x has Th. titull"'; Aaf fiuo'., ty Tile abma 1 0peawil�,re Standard 0 � 'iid c_jact flat s 011t iiaur A inittdO M Of atatZS Orld Lor,rima nave cpariiliI A."onty eoLmil flloill.� Any p,,rcits�., of U.ts sn oi� 'y r CGOV Of Intl aPPItCabIG warranty, and read h,, P 0 Fa ( f) Headquarters in Od SaytnooK. -3qjr`sCt.or1 prior to to obt,* a -aqaf'IY Pilot to the pvlhase of Lliiis U.S. Patents, 4 , 7 50.661 : 5,017,041; 5,156,488; 5,336.017; 5,401,116: 5,401,459; 5,511,903; 5,716,10: 5_ 5.AJ9,844 Canadian Patents: 1,329 G59; 2,004,664 Other patents pending, is Infiltrator, Equalizer and SideWinaer are registered trad Of Infiltrator Systems lrn; Infiltrator is a FOgst 4c1darnark in France Infiltrator Systems Inc. a rAqI trademark in Mexico. Contour, Contour &wfve,'C0rinmIton, WlQLsw,'h,rg, RAJIV, Sm)fbl-ock, ChamibarSpacer, Pos;Lock, GuiO;.Ctd, Q AECvcteo ftow� and Quick4 Cite tradcAllalks of IntiltralOF Systems Inc 0 2003 InfiftratOr Systems Ina Panted in j-S A, �GOULDS PUMPS Submersible Effluent Pump EPO4 t` 3871 EP05 !I 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 A'sod� ion • Heavy duty sump matic models include resistance. • Water transfer Mechanical Float Switch ■ Motor Housing: 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 Is W 9W1 keg'is e . • Solids handlin g capabili ca abil' FEATURES cover with integral handle and float switch attachment points. 'la" maximum. ■ EPO4 Impeller: Thermoplas- ■Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet, pump out vanes for mechanical • Discharge size: 1 yz" NPT, seal protection. • Mechanical seal: carbon - rotary /ceramic- stationary, BUNA -N elastomers. • Temperature: 104°F (40°C) continuous rETERS few 1401(60°C) intermittent. i 10 • Fasteners: 300 series -_ stainless steel. 9 30 - ��_ t - 5 GPM • Capable of running dry without damage to g * 2 . 5 FT components. 25' a 7- Motor: x • EPO4 Single phase: 0.4 HP, E 20 _ ....... _.. _..._.. -. - _ 115 or 230 V, 60 Hz, 1550 s RPM, built in overload with automatic reset. a a • EP05 Single phase: 0.5 HP, o epos 115 V, 60 Hz, 1550 RPM, 3 built in overload with ePOa automatic reset. 2 • Power cord: 10 foot 5' _ standard length, 16/3 1 S1TOW with three prong grounding plug. Optional 20 0- 00 1 . 0 2 0 30 00 so GPM foot length, 16/3 S1TW with three prong grounding plug -- (standard on EP05). 0 2 4 6 s 10 12 w/h CAPACITY Goulds Pumps 0 2000 Goulds Pumps ITT Indus tries Effective February, 2000 83871 a �l��ts' Y 0 6 �rh a r J 1 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT :., ST. CROIX COUNTY GOVERNMENT CENTER �\ ■ ■ ■ �� *��`�. 1101 Carmichael Road Hudson, WI 54016 -7710 I ^"' _ — "� � � Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From: Pam Quinn Date: 4/14/2004 Re: Soil On -site Determinations for Lots 32, 37 & 43 Richmond Meadows Subd. On April 8, 2004 on -site determinations of soil conditions at the above lots was performed to evaluate conflicting soil reports submitted by Adam Schumaker and Shaun Bird. At 11:00 a.m. the weather /lighting conditions were acceptable, with temp. 50 °F, clear and. These determinations were requested by the property owner, Orenzo Oevering and the plumber /permit applicant, Dave Fogerty, who were present during the test pit excavations. Additional test pits were located next to borings on the original soil reports to better compare soil conditions in the tested areas. On lot 32 (see attached description) the soil profile contained massive sandy loams at approximately 36 inches below grade, which does not conflict with the soil tester's recommendation for using an at -grade system. What it did reveal, however, is that both Adam and Shaun likely misinterpreted the structure of the sandy loams: Adam called the sandy loam horizon a "2msbk" and Shaun uses "lmgr ". There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, parted easily into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness , but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". rm Lo 7 Two test pits were evaluated on Lot 37, since the sanit permit has already been issued. Due to the current house and well location, additional tested area will be required to meet setbacks to the POWTS. A pit closest to Shaun's B2 did have a sandy horizon as reported, but only to a depth of 60 ", then underlain by a massive sandy loam. Unfortunately, the boundary between the sands and sandy loam horizon was very irregular, with tongues of sandy loam much closer to grade than 60 ". The recommended loading rate for this site would need to be lowered to adjust for varying pores . i Lot 43 had conflicting reports, where Shaun's tested area (near the front of the lot) reported conditions allowing a conventional system and Adam's (closer to the rear of the lot) reported mottling at 32" with a mound system recommendation. Additional test pit B4 was excavated next to Shaun's B3 (see attached description) and massive sandy loams were encountered at 17 inches below grade. Weathered cobbles (break into smaller pieces upon disturbance) and oxidized iron deposits around individual gravel/cobbles were observed in the pit wall, but no mottling was identified to 68 ". Shaun's B3 description of sandy loam with "2mgr" structure starting at 18 ", then sandy loam "lmgr" from 36- 110 ". Again, I think there was a misinterpretation of texture after a sample had been handled. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the reports. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon was described on the soil report as "1 mgr" with firm consistence. The zoning department will have a note placed on all soil reports with this type of description as requiring a design using the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. I I n Department of Commerce SOIL EVALUATION REPORT Page of Owls of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less han 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical n or ad hi nta nt (BM), direction and Parcel I.D. percent slope, scale or dimensions, north ow, �e�ati�D T , earest road. p rint ll information. viewed by Date Please Personal information you provide may be used or secor�a p s (Privacy Law, 15.04 (1) (m }). / � d Property Owner LVVJ roperty Location / 000 �ovt. Lot ' 1/ /4 T N R E ( . w Property Owner's Mailing Address / FICE .Lot # Block # Subd. Name or CSM# City I State Zip Code Phone Number ❑City ❑Village Town Nearest Road —7ew Cons c Us esidential / Number of be Code derived design flow rate --� �fv GPD ❑ Replacement Q or commercial - Descri e: -- __ —____ ,Jt Parent material /C��_ /` �6// _ Flood Plain elevation if applicable _ / /lr -- ft. General comments 1�,,� �, �; �- ,,� C� Z /�6 -� and reWniniendatlons: /� �'� / , < >� •. �/ -L! /i2u4� 36 S a,Gz � 3 ">3e a — [j] Boring �-- 22 Boring # Pit Ground surface elev�- ft. Depth to limiting factor — L` ! in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I •Eff#1 •Eff#2 1 0 ",/Z i 7 4— at0i_� . .� 2 1U3 ®�� # Boring }� Pit Ground surface elev. r v ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 D -_71 la LIZ .3 /z All • J� i I • Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 1 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS 1 30 mg/L CST Nari a Flem print) Sig na CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted �? Tel p e1� 1008 192nd Ave, New Richmond, WI 54017 '`r J v �f► Owner ParcelID# Page of A r ProPerty Boring # ❑ Boring Z Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color "Redoxpt Structure Consistence Boundary Roots GPD/fF in. Munsell Gr. Sz. Sh. `Eff #1 •Eff#2 —/Z 2 7 — m' J • O F-1 Boring # ❑Boring 1 ,SQ/14 uGliyyts — C f < < ❑ Pit Ground surface elev. _ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 I •Eff#2 Boring # ❑ Boring El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA- • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg1L 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 -9330 (R.6=) Soil Test Plot Plan e'Name Richard Nelson Shaun d .,ress P.O. Box 10622 White Bear Lake Mn 55110 CST #226900 Lot 21 Subdivision Richmond Meadows Date 7/1/03 NE 1/4 NW 1/4S 24 T 30 N/1318 W Township Richmond Boring ()Well PL Property Line County ST. CROIX IL BM or VRP Assume Elevation 100 ft. Top of Power Box (e ter-.) System Elevation 96.2/96.0 *HRPSame as Benchmark Alt. BM Top of Telephone Box @ 100.0' Scale is 1" = 40' unless otherwise noted a N N M 99' 98' 30' B -1 0 ' 7% Slope -3 5 20' B -2 0 , Dk Mx 142nd St. r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site Ian on a p p paper not less than 8 1/2 x 11 inches in size. Plan must County S'� `r include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information R ew y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location R (C � C' r e (S 0i Govt. Lot N E- 1/4 /( Q1/4 S Z C( T 30 N R I r E (or)© Property Owner's Mailing Address Lot # Block # Subd. T ame or CS # _C cX ( 0 zAQ 2 Z P(61 V V�'t (0- o'( �owS City State Zip Code Phone Number ❑ City � Village M Town Nearest oad k,l�r{1° 6 Par wiov�c� (�lG S +- O f New Construction Use: P0 Residential / Number of bedrooms Code derived design flow rate U =0 6 GPD ❑ Replacement 7- ❑ Public or commercial - Describe: A Parent material —TA A/ Flood Plain elevation if applicable Vy4 ft. General comments G to LS f v y �, p U /�2 /, i p and recommendations:s S � e vVl e I tV , q y, o o RECEIVED © Boring # ❑ Boring C —> Pit Ground surface elev. l / ft. Depth to limiting factor !o in- CRO) COU ZONING OF (Wil Appfi lion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 "Eff#2 d 2mo,4K IVf 11 0-26 V11 1; 6 k Vvi Fr IT Boring # ❑ Boring [� [� Pit Ground surface elev. l 7� 3 ft. Depth to limiting fact (r in. 2 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 t G- ,0 3� _ Sr 6K Cr r C (c <c r �o 3 2 S = 31C iC I F7 S r L W ( vr-� bk — — S 'q • Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD, < 30 mg/L and TSS _< 30 mg/L C T ame (Please Print) Signature CST Number z5 33o�i Address Date Evaluation Conducted Telephone Number f� S� o e ( sw�r - -0 Z '7 IS 2 4 0 0'IE SBD -8330 (11077001 A • 7 Property Owner I Q S ✓) Parcel ID # Page of 3 ❑ ❑ Boring # Boring Q g (Q ft Depth to limiting factor in. [� pit Ground surface elev. g Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. G t r. Sz. Sh. (n� "Eff #1 'Eff n. Munsell Qu. Sz. Cont Col — s it � T r r 0 ' S id 21y5 r C 3 Z _ D, r /G r L sl, M h _ S 1 F -1 Boring # F ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. [ Ell Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2 ❑ Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L opportunity service provider and loyer. If you need assistance to access services or em The Department of Commerce �s an equal oppo ty P P need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SS"330 (R07 /00) PAGE aOF NAME 50 LOT# ZZ LEGAL DESCRIPTION NC XAW t 4 ,S 2 T ,N,R, 1 E(or SCALE: 1 "= A BM 1 ELEVATION D U • O Sa/►' �' ' BM 1 DESCRIPTION fo P O J I k U� 3? BM 2 ELEVATION 'U 2; d , BM 2 DESCRIPTION PvC- - - SYSTEM ELEVATION F �11 G O ALTERNATE ELEVATION f/l CONTOUR ELEVATION G 0 i 4 . p NZ I, o �,1 1' `t GNA E 2 DATE i I 1 4 1 c` ?679,0. sgF / 1 1.58 Acres /� `�6`• Ls 3 ~h is'° ` \ r + i c / I =1.56 Acres ; R�Bp Ir / 1 I j I O �f g as 1 5 20.00 —� r G , 8832 SqF \ a$' Nr' 20ftl wide ��' r X0 1.81 Acres \ $`� a �. N r/ ( drainage easement' I I _ qA 1.81 Acres, no I s z iG � / -° / \ I I wo ( m 66109 SgFt I / / o / I 33 33 Ig - / 8 1.52 Acres In o ' W LISA =1.06 Acres 313 • I �� 81 E4� 179 � .2 „ / / S79•� i i 3 2 _ I tg1.1 :t I N 5 1 o 00 \ _ � g o /` 452 418.32 — J Z �° �^ O^ ° u p i ��dc u r ina ` o IV \ 79.4gi .R�+'� 33 3� L- Sb.O��, y. i. i easement I END I Of 5 4 W �j ' 135.21' t TO 6E 205 . 8 7' — _ X42 36' All, 87 p2�� 9 5R_w 33.OQ. N89 I AT �' l 135.21 J • 3 = P ° 44'51 ” 1 N8933'44'W O / / � � � � "3 S7g 48'54 "E O � / 52.98 L =113.30' 1 / / o o � R =666.00' 135.21' o; o ry o �9 ° 44'51" I° c ,00e. 00 / o� o o w t.- drainage & /° I I rE 994.00 / Y N� utility ease -' o X003. / /I S ment ° – ° 0o Fwo / 3 /� p B� 8 _3 6_03 "E MIFF � � l�aa • y�� X72.07 � N6,5. i I - i v n a.- / r° V o F31 ; `.g944s�.� B24 38, / �' - 9 4fi s , 00 / . 00 s 21 \ I I I I /2.17 Ac es �0 - / �p / OD N. � 79388 SgFt X39 / /NBA= 1.67jAcre,� / , •< �--a. 1.82 Acres O / / 0� IJBA =1.05 Acres I / 4 91607 SgFt p ►�� 2.10 Acres / i �� I� K��'y ° � 6 � ��.& ^ 1 I / ` A =2.08 /Acres 'Lp ./ I �✓ I I S8T2240"1 I I yrd6m a ' c Oft wide - -- / _j a: a' I.fMM ( rainage easement 11 �+ 20.00 c E325 1�4 /�1'�h l/ v,� �/ o`I o ) \22 1'9 7 524 SgFt f ro 1. Acres NBA =11.62 Acres I 540 �Nj4 / I 229. I !1` 161 I I CO br 471a 1 11.�r N w �9 �► N82t23' 20 E I CO Cv / 2 6. y s ry/ �� "^ /mod 3 / I o o / l . , cv r/ I / I / Z�ti IV 5V 72706- §qFt - . 'I �a�gN ` I N I / 1. {lcres / �g.'� I �g� ) g. 23 NBA =1:4 Acres / t I ItDap ( o m h / �• 67334 SgFt / / 1 �n rp -j cG g o I `� / ' 7 / p I W 1.55 Acres I a at A =1.42 Acres 1 / 5842' 7"E - -� 363. C 2343 P 271 l3 ` STATE BAR OF WISCONSIN FORM 11 - 1982 KATHLEEN H. WALSH LAND CONTRACT REGISTER OF DEEDS Individual and Corporate ST. CROIX CO., VI (TO BE USED FOR ALL TRANSACTIONS WHERE OVER RECEIVED FOR RECORD Document Number $25,000 IS FINANCED AND IN OTHER NON - CONSUMER ACT TRANSACTIONS) 08/01/2003 09:20AM CONTRACT, by and between Hilivale DeveloQment Partnership. LAND CONTRACT a Miang&ota Limited Liability Partnership ("Vendor ", whether one or EXEMPT ; more) and James J. Goodnacter and Sherry L. Timmerman Goodpasater. REC FEE: 13.00 husband and wife ( " Purchaser ", whether one or more). Vendor sells and TRANS FEE: 80.70 agrees to convey to Purchaser, upon the prompt and full perfornance of this CC 2 contract byrrc a aer the fallowing property, together with the rents, pro PAGES: 2 fixtures and other appurtenant interest (all called the "Property"), in St. Crolx County, State of Wisconsin: Lot 22, Plat of Richmond Meadows in the Town of Richmond, St. Croix County, Wisconsin. Recording Area Name and Return Address 026- 1147 -22 -000 Parcel Identification Number (PIN) This k not homestead property. (is) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at Place Vendor directs the sum of $ 26.900.00 in the following manner: (a) $ 5.000.00 at the execution of this Contract; and (b) the balance of $ 21.900.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of 10 percent per annum until paid in full, as follows: the outstanding principal balance and accrued interest shall be du and payable on or before January 15th, 2004. Provided, however, the enure outstanding balance shall be paid in full on or before the 15th day of January 2004 (the maturity date). Following any default in payment, interest shall accrue at the rate of %per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply paymentsto these obligations when due. Such amounts received by the Vendor for payment oftaxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or tee upon principal at any time after day of closing(OR) there may be no prepayment of principal without permission of Vendor.* In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: none Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on day of closing.. * Cross out one. rfunnation Professionals Cum Fond du La c WI STATE BAR OF WISCONSIN L parry, LAND CONTRACT - Individual and FORM No. 11 - 1982 800-655 -2021 Corporate i J 2343P 272 r , Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. Purchaser shall keep the improvements on the Property insured against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co- insurance, through insurers approved by Vendor, in the sum of $ VIA • but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien ofthis Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: casements, restrictions and rights -of -way of record, if any. Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by Iaw or in equity: (i) Vendor may, at his option, terminate this contract and Purchaser's rights, title and interest In the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment ofe entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which eventthe Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have it receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as incurred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of thisC:ontract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues and profits when so collected shall be held and applied as the court shall direct Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long -term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shalt be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal represematives, successors and assigns of V endor and Purchaser. (If not an owner of the Property the spouse of Vendor fora valuabl V homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fur Ime Dazed this s� day of 'July Hillvale Development P�rship SEAL) (SEAL) Richard Nelson a s --- ----- --- ------ ----- -- ---- -(SEAL) _ (SEAL) _— _._� - -- __ — - - - - -- — * Sherry L. Timmerman Goodpaster AUTHENTICATION ACKNOWLEDGMENT V Signature(s) J. Goodpaster and Sherry L. Timmerman STATE OF . ... ...... ) ss. — — — — _ - ._....._ —...._.. - — /(e County ) authenticated this _ day of - Roger D . Be Personally came before me this 3f-6 d ay of J uly , 2003 the above named Hillvale Development Partnership, a Minnesota Limited — — * State of Wisconsin Liability Partnershi�r by Richard Nelson and James* TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the pc s) who executed the foregoing (If not, instrumen ackno d e same. authorized by § 706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY _— Attorney KA tina bland !1 —.—.—..—...._....—..---------- H udson, WI 54016 — Notary Public, State of - — M o 'ssion is perm t. (If not, state expirat' d_a�r (Signatures may be authenticated or acknowledged. Both are not necessary.) - - ----- -•-------- ---- - - ---- - — — — * Names of persons signing in any capacity should be typed or printed below their sig re. Information Professionals Co., Fond du lac, M STATE BAR OF WISCONSIN 900 -655 -2021 LAND CONTRACT - lodividual and Corporate FORM No. It . 1992 I a 1 i Little Canada, MN 5511; 31 3.32' 179.20 4 "S aril I o I j N7 g�4 5 i 0 2 `� ' 418.32 " — J K o ._drainage 33' 33y L . O y — s ^ & utility — o easement 1� ,'�S79• N 135.21 420 36' ;� 5 4 "E C59 589'33'44 "E _ 214.4g• — —, i 33' MN7g• 33• ► " N89 '44 "W 1 52.98 �- io C1 ° 135.21' 0 0 I a Dri w i ° i � ono ge &Utility Ease � w 1 3 $F,S8 °3 6_03 "E ►nent�c, '� 3 �l � NOD � ���°11'j, 7 2.07' � \ N6 I � � w � w 00 I N �F.► i bc � .- O tO 145 14 8 \ \ N v. Z OWNERS. SgFt / �n Z v CO r Hillvale Developme Acres P.O. Box 10622 / 79388 SgFt I C� 0 (nn N White Bear Lake, 1.82 Acres 1 0 ' 0 w 0 o0 0� I I �v w A v Howard and Sue ��• I I pl / I I I 587°22 40 E I U_ 1411 County Roac / I I II I 332 .68 3 New Richmond, W / I I Z I Z �� / e ,� / a i 20 ft. wide - - -_, _J w 04 � I I I ° drainage easemen' N FF ,/h ° SOUTH / t �p ^a^ I IIU 22 0 i SEC. 24,T.3( 74524 SgFt _______ ,r I 1.71 Acres I I N a�.4g "E I 1 I VICINITY MAI 00' 01 I NOT TO SCALE c I J COUNTY TRUNK HIGH 1 i 3 •0 V 570E ' w� N8�4• I SITE , 33. 33� MATCH LINE NORTH J_ SEE SHE ET E TO ALL UTILITY COMPANIES: W N Comer Monumentation (ALL UTILITY COMPANIES SHALL MAINTAIN A 5 FOOT N LOT CORNERS AND BENDS IN THE RIGHT –OF –WAY). Any monumentation i be subject to remonumentation fees. I , GENERAL NOTICE STATEMENT. 1I I this c plat are subject to State Count and T r ' p � y a Township laws, rules and regulations S m lot size access to parcel, etc.). Before purchasing or developing any parcel, County Zoning office and the appropriate Town Board for advice. This statement 140T he direction of the St. Croix County Planning, Zoning and Parks Committee. - - -- DRAINAGE EASEMENT STATEMENT: ent shall do anything which would interfere with or change the operation of the SECTION 24, TOWNSHIP 30N, $T. CROIX COUNTY WI' ensive water drainage and soil erosion plan for this Plat. This includes but is ' aing upon, obstruction, altering, filling, or excavating or planting in any pond drainage ditches, water runways, water culverts, berms or grass seedings. sho