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HomeMy WebLinkAbout038-1018-90-000 c N O 3 m 0 d �1 c m m ' (D 3 : t V n c Cn _0 7. m z o '! cn o o O W W 1• p ^ d "" 7 tds U7 y Cl ._ c p O N n ' �, po O ^ o cn oo v m c ! 0 0 0 O N O T 1 0 � O � O ! OD � C m C n j j 0 {� p O ern y O CD U� v w O -4 (D (L 3 W O U7 C p p O n ! N N 3 f'� , Q C 10 Z w ttii OD o CD � N° o ° o N N N = O C t+l a c z CD O O O °' �• < N N N 3 m �1 C,m m v v o m (D !.� a 'j c 3 3 o � N Z. z a z z K 4 N ° D D o o=� O a N� m C @ ,A O CD o 3 m o 3 !D y -I N 5 A Z n a CD (n o. z j w w- m z CD CD O a A O m 00 3 g CD A cb � II N pj n _ CD fD S V 3 (D CT 6) ? Cl 3 CD ? 0 M 0 M n d D7 N „-� O T A C/) N C 3 N N a 3 O ( � v o a m _ CD CL 0 N 3 (D co O 0 O Ap 7 f D 0 S 7 D a o coo cm, a CL O CD a y0 n �� G� a�(0 CD �v Wpm- -3 0 O� 3 D Er A n m � m � v) O w C) CD o •� CD Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division f r INSPECTION REPORT Sanitary Permit No: 405152 0 I 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: Windish, Frank I Star Prairie Township 038 - 1018 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: 061 �z � o f TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATIO B HI S ELEV. k Z. Septic ( h chmark 2 %'5- to Z 0 r Dosing v Al. BM b6 5 D .2. 1 Z, Aeration Bid Sewe ;?.7 9 t0 • �-� Holding St/ TANK SETBACK INFORMATION St/ t Outlet •Z 9 G I �� d TANK TO P/L WELL 9D4G Vent to Air Intake ROAD Dt Inlet f Septic 0 � ' I Dt Bo m a 3, s [ 2.-;� g9.1 Dosing Header /Man. 3 , t C K - )01, j y Aeration ltN Dist. Pipe jo .p - p p t_ 3 ,' s / o /, J Holding Bot. System 1 00 - L J 3 S Fi nal PUMP /SIPHON INFORMATION 'Grade r al a n2t-2~,,� !, 0 2. Manufacturer Demand St Cover S GPM Model Number t�y�� , r n � � 3.3 Q A S TDH Lift Friction Loses System Het , 1 / 6 / D ` CO "" , S 3' For main r Len th , D1 a 8 N Dist. to�ell� / SOIL ABSORPTION SYSTEM ( BED RENCH Width) Len 7 N Of Trenches PIT IM SIONS No. f 'ts Inside Dia. Liquid Depth NSIONS 11 1�k°�i' SETBACK SYSTEM TO !� , /L BLDG WELL AKE /S REAM AC G Manufacturer: _ INFORMATION Type Of System: ' . / CH I R OR Model Number: �r DISTRIBUTION SYSTEM H t Distribution x Hole Size x Hole Spacing f ent Air Intake Pip h Qia I2 Len th Z Dia spa SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over 1 I Depth Over xx Depth of xx Seeded /Sodded — T -Mulched Bed/Trench Center ( Bed/Trench Edges Topsoil �� Yes [] No Yes COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: (! /I Z Inspection #2: 1', Location: 11 County Rd H New Richmond, WI 54017 (NE 1/4 SE 1/4 3 T31N R18W) NA Lot AAQ Parcel No: 03.31.18.70 1. Alt BM Description i ) . 2.) Bldg sewer length In - "' T ✓` Y - amount of cover = N U 3.) Contour= Cj I � 5'ID Plan �I revis Re quired? ' Yes �_ � No Use others de for additional information. _ L to 1 66r!_Y_t/k - - — Insepctor's Si nature Cert. N SBD -6710 (R.3/97) Sanitary permit Application Safety do Buildings Dives �. In accord with Comm 83.2 1. Wis. Adm. Code 201 W. Washington k" �i�`�► p�s r� See reverse side for instructions for completing this application PO Box 7302 apartment 6t to d* Personal information you provide may be used for secondary purposes Madison, WI 53707- (Privacy Law,:. 15.04(1 )] _ (Submit completed form to coup 7302 ry if not Attach complete lane to the coon co sate o for the em, on a not less than 8 -1R x 11 inches in County 1 ` ^ n State Patnit N ❑ che* if revision to previous application State Plan I. D. Number 7sa`74/� L APPIlcatioll Information - Please Print aII Information Location: Property Owner Name r / Property Location T31. -7d ri t�M $ ►V ��Q �sfj� 1w - IASFU4, S :3 ,N R a 2002 Lai Number 7915 S M0 SLV�� /- A NJ ST �. may, State zip Cade j" ° UC � /� OFFICE Su bdivision NameorCSMNumber IL Type of Building: (check one) p r 1 or 2 Family Dwelling . No. of Bedrooms : OR ❑ Y"s'ge. . ❑ Publ ic/Commercial (dacn'be use):_ blown of ❑ State-Owned - TtVL PrC►��R �' Neatest Road Y O ?C 30 r - u_ U r �� v "`at�,.�nb! U r:pQQ, 0 p CO .$3 Parcel Tax Numbet{s , D lIL T e Permit: Check on one box on line A. Check box on line B if applicable) *• /Q A) 1. ❑New 2. lacrment 3. E3 Replacement of 4. S. 6. ❑ Addition to B) S em Tank Onl Existing System C3 Sanitary Permit was previously issued Permit Number Date Issued IV. Type of POWT System: (Check all that apply -.)k PC-loo a Pressurized Ind In -gad ouad ❑ d Filter ❑Constructed Wetland ❑ "�°� ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other. V. D ersal Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Disposal Ara.' � 4. Soil Appiiadan 5. Perealation Rate 6. System Elevation 7. Final Grade 1 Proposed Rate (GalsJday/sq tL) (Mtafrnch) Elevation 30 Soo &ao / 1 ®0. `!,3 C,3 7 — M Tank Capacity is Total # of . Manufactu= Prefab Site Steel Fla- Plastic Information Gallons Gallons Tanks Con - Con- ' glass New Tanks Tanksg Crete ' strutted '©0 boo E pp ❑ ❑ ❑ a o VIII. Responsibility Statement the °s+dasi assume nsibilt for huallatlon of the POWTS shows on lans. Phmrbcs's Name (print) ___ St (m RS Business Pheine Number 2y� zqy - �1 a Addicts (S� City, S Zip Code ' x st95 (�'SS cle keel y IX. County/Department Use Only tt O Disapproved Swim Punk Fa (Includes Gtouadwater Date issued S Agent Signature (No sumps) � 4prov d ❑ Owner Given Initial Adverse Surehuge ) e0 Determination 32S ; l ? ft X Conditio of Approval /Reasons for Disa p�oval: Art. _ ►,� w�eca�� oopa. /B w �sU�u v. SILFg- LAOC STAP— fP AI PJ.E U7W9 SSllb 2 72Z Z - 2 0CDOJ. GAL VLMCS£iC: Loind: T l- 13E tl�1AKe - M.p of GP,6!5:nu CCU )oo __ C1 S 61L , ejAlz. i Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 ,scons n www.w www.commerce.s isconin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary May 28, 2002 CUST ID No.223242 ATTN.- POWTS Inspector JEFFERY V FOX ZONING OFFICE CROSS COUNTRY EXCAVATING ST CROIX COUNTY SPIA PO BOX 295 1101 CARMICHAEL RD DRESSER WI 54009 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 05/28/2004 Transaction ID No. 752746 SITE: Site ID No. 645009 Frank Windish Please refer to both identification numbers, 1176 Cth H above, in all correspondence with the agenc Town of Star Prairie St Croix County NE1 /4, SEl /4, S3, T31N, R18W RON FOR: Replacement mound, 300 GPD Condit Object Type: POWT System Regulated Object ID No.: 852699 . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes -� �, P R and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in : ARTMENT chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. Io Of The following conditions shall be met during construction or installation and prior to occupancy or use: CORRE General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10691 -P ( N.01101) and SSW Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank- Soil Absorption Systems." • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the ` requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Key Item(s) • The actual liquid level for the specified pump tank is 36" and the capacity is 17 gallons per inch per product approval. The proposed pump settings have been adjusted provide a dose volume that is greater than 5 times the void volume and less than 20% of the design wastewater flow plus drain back. Note • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner i ` JEFFERY V FOX Page 2 5/28/02 of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Abandon failing system per COMM 83.33. • Insulate building sewer per COMM 82.30(1 l)(c). • Provide frost protection per COMM 83.43(8)(c). A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or mainte _ ce of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patricia L Shando POWTS Plan Reviewer, Inte ervices WiSMART 6tide.47633 (715) 634 -7810, Fax: (715) 634-5150, M -F 7:45 am - 4:30 pm pshandorf @commerce.state.wi.us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Frank Windish Owner's Name: same Owner's Address: 1795 Sunny Slope Lane St. Paul MN 55116 Legal Description: NE 1/4 Se 1/4 S3 T31,N,R18 W Township: Star Prairie County: St. Croix .T.S. Subdivision Name: o12 Lot Number: Block Number: o ' Parcel I.D. Number: 165 -616 -0 Y Coto, �� i Plan Transaction No.: �'C)ivDE- Page 1 Index and title Page 2 Data entry ' 2 Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan Page 9 Soil Test Designer: Jeff Fox License Number: MPRS 223242 Date: 05/06/02 Phone Number. 715 - 2943141 Signatu -. Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 200.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) colffonn of 36 inches. 300.00 Design Flow (gpd) 6.00 Site Slope ( %) r 99.60 Contour Line Elevation (ft) __, 26.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 30.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 6 Number of Laterals, of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 2.25 Estimated Orifice Spacing (ft) = 8.33 ft /orifice Forcemain Diameter (in) 70.00 Forcemain Length (ft) Does the forcemain drain back? Y . 0 Pump Tank Elevation (ft) Enter Y or N System Head (ft) x 1. 11.42 Forcemain Drainback (gal) 9.93 ertical Lift (ft) 39.21 5x Void Volume (gal) Friction Loss (ft) 50.63 Minimum Dose Volume (gal) 14.05 Total Dynamic Head (ft) 23.59 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options I choice in. dia. options I choice 0.75 x 1.25 x 1.00 x 1.50 x X 1.25 x 2.00 1.50 x X 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer t2_444 Dose Tank Volume (gal /in) Al 00 Filter Model Number Wieser Manufacturer Project: Frank Windish Page 2 of 9 Mound Plan View T 1/10 B • :�: J Obser . .Pipe —� F K 'T 4 ru• 4tJ A I Li 1. 'E B (I. Mound Component Dimensions Down slope toe extension made. A 10.00 ft El 17.20 in H 1.00 ft K M25.40 ft B 30.00 ft F 9.50 in 1 10.00 ft L ft D 10.00 in G 0.50 ft J 5.40 ft W ft 300.00 (ft 2 ) Dispersal Cell Area 600.00 (ft Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 3.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.23 (ft) —� G 1 !!!!!!!!lll�.. Z F Dispersal �i 100.93 (ft) Lateral Invert Dispersal Cell Elevation E D 4 s a 99.60 (ft) Contour Elevation 6.0 % Site Slope Geotextile Fabric Cover Shading Key I — Dispersal Cell See lateral details on 10 Topsoil Cap o 1.5 ft -#- Page 4 for number, © !!!!! Subsoil Cap �' ° 0 , I size, and spacing of ©0 ASTM C33 Sand F laterals. Laterals are ®0 Tilled Layer m 0.5 ft Typical Lateral Y c _ equally spaced from �5apmao Aggregate V c R, k the distribution cell's *— A --* centerline in the distribution cell (AxB). Project: Frank Windish Page 3 of 9 i , Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical 5 •= Turn -up Ydba 11 valve or - - L 2 Laterals & force main of PVC Soh 40 cleanoufplug per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. I 3� e Number of Laterals 6 Orifice Diameter 0.188 n Lateral Diameter 1.50 in Orifice Spacing 9 it ✓ Lateral Length (P) 14.25 ft Orifices per Lateral 6 Lateral Spacing (S) 3.33 ft Orifice Density 8.33 ft /orifice Lateral Flow Rate 3.93 gpm Manifold Length 6.67 ft System Flow Rate 23 gpm Manifold Diameter 1.50 in Total Dynamic Head 14.05 Forcemain Velocity 2.41 ft/sec Dose Tank Information locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -� Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented Alternate outlet location Forcemain diameter Wieser Manufacturer 2 in. Capacityl 600.00 Gallons Volume 1Q,7:1 alrnch A Weep hole or anti - Dimension Inches Gallons B siphon device A 399.96 J ( B 2.00 "_.W 3 " C Pump oft elevation (it) C -6:33 1 91.00 D 12.00 ;w C- D Total 600.00 _3 (,, Dose tank elevation (ft) 3" Bedding Wier tank. 9050 Alarm Manuafacturer Tank Alert Alarm Model Number 101 V Pump Manufacturer Goulds Pump Model Number 3871 EPO 5 Pump Must Deliver 23.59 gpm at 14.05 ft TDH Project: Frank Windish Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Jeff Fox Phone 715 294 3141 POWTS Regulator's Name Polk County Zoning Phone 715 485 9279 System Flow and Load Parameters Design Flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 200 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 300 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished • ........... mss• • ..............• Grade 6 -8" Diameter Lawn 10 Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution . Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Frank Windish Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced K the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mum as protection from freezing. Influent quality into the mound system may not exceed 220 mg& BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS,10 mg/L FOG, and 10 cfu1100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contincrency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Frank Windish Page 6 of 9 I I ' . I � 2� r_ F - I 1 ' METERS FEET 10 s L � MODEL. 3871 al Q.kBZ1yD.m' 8 25 Ot01" z s a, x SGnfe phase1 S� W 6 20 Materials Df Construction Brass%therm6 `l EPOS astio: m 5 p z 4 1s Featums and Benefits o 3 10 • To aucttonehnainates a irn eller.cio ` in 2 EM p 99 g 5 • Corrosion. resistant construction. �'` 0 1 10 20 30 40 50 UGM • Float`actuated switch. �s 0 2 4 6 8 10 12 m cAPAWY METERS FEET 25 Pump Specifications Features and Benefits C 6 zo MODEL DVP03 4 /, and 1 / 2 HP • EPO4 impeller- semi -open design Up to 60 GPM with pump out vanes to protect 5- 15 Maximum head to 32' mechanical seal. 4 Discharge size 1'/2" NPT • EP05 impeller - enclosed design 3 10 Solids:' /a' maximum for improved performance. 2 5 Motor • Rugged glass - filled thermoplastic 1 All motors feature ball casing and base design provides ° 0 bearing construction. superior strength and corrosion 0 5 10 15 20 25 30 35 40 U.S." resistance. Single phase: 115V 0 2 4 I. 8 10M • Cast iron motor housing for cAPACm Materials of Construction efficient heat transfer, strength, Cast iron Thermoplastic and durability. Stainless steel • Corrosion resistant threaded stainless steel shaft. • Available for automatic and manual operation. • CSA listed models available. All Models are designed for continuous operation and feature stainless steel hardware. I� fKAIJ JC Ui�!`rn �a,s - AhE I `l _ SE5 '/y 5, T 31 1u, P Ae W S neg L�\ti;E S7TAL 1 P AI PJ.E a7l'v9P. S5l /� - C£?� CA(3fJV r--- -1611 GOD 4AL vtl`IE £)C domd r AkJik la p i 3 tG41 f1�2L d� �IiJ 04 {Z9 Z102 05:32 715240059 - E SUPERIOR AUTOMOTIVE. P#GE 31 Wuoorddn D"arini of COMMMS SOIL EVALUATI REPORT Page me —4—of Divleion of Softly SW Buildings in accordance v.Atl+ Co 85, Wis. Alm. Cads County Attach oorpplete bits Plan on paper not Was kran 8 112 x 11 inches in Size. Plan must include, but not flmlled 1K7: vertllt W and hWZ%ft) iefarenoe point (BM), disc%' and Parcal I percent slope, Seale or dimensiom north arrow, and location end dWtanoa to nearest mad. ► Putts* Prlfnt all InfM Hon_ Reviewed by Date PUBMW iravratim YOM M - ids ow be uaW for z8WMsry Pvt"WW (F WOW t.aw. e. tb - D4 (t) (m)). Fn y Owner pmPerty Location O`. v— Govt. Lot N r- 1!d $15 114 S T N R E Property Owrwr's MaWM Adti<e6s Lot # 9b c&k # Subd. Name or CSM# City g 5 p Moe Phons Number L] City []'Vltlage 10 Town Nearest Road g o Lj ❑ New Com vucuw Use. ( Rsaidenftl N mbar of bedroon+s Code delved design flows rnW - C > WD Relplacernera pubft or corm>nwvdal - Describe: Fat a matenel k G + �- I 'f ; I I _ Flood Plain elevation if applicable n General oormwts and rpcorttmendatfons: °''� S S (� � 0 [], aonn'tg € l l Fit wd Surface elev. ri ft. Depth to lirniting fattor Q �d _ in- f "1 AppNCeaan Rats Portion Depth Dominant Color Redac Description Texture ftucture Consistence Soundary Roots GPbifts in. Munsell Ou. Sr- Cont Color Car. S2. Sh. •F.fifr!1 OEM FV 45 1A G a: 7s L ;F45 ! f 7.6'1 A-�r ''�.�y ® swim # d boring c Pk strv. Grpund surface 9 2 it. DaM to lirnttlng facto 3Q in. jR MPtcaffan Rate Hmtzan Depth dominant Cofer Radox Description Texture StruMn Consistence Boundary Roots GPDNP in. Munsau Qu. Sz, cont, Cabr Gr, Sic, Sh. *e ffJft 'Eff#2 h► $ h1 t IP yy b1C. .-- 1 1 9 Fifltent th v 500. > SD < 220 oWL and TSS -30 < 15D nvfL " Effluent #2 1301), 30 MOIL and TSS K 30 rng/L T Name (Prase Print) 1 signature CST Number l %' Address Dete Evptvation Conducted Telephone Number y -1 SOO -9310 (1(07100) 04/29/2002 05:32 715248358E SUPERI7P AUTOINUTIVE PAGE 33 e aOp Page .s�._ Wropeny 0w,fir % +� i 5G s1 Psn�t 10 0 S ❑Sonny pg Ground surface atpv, � cRin � n Depth to Smiting rector In. Sd1 i4ppiiCBtlon Rate }ip an D1eP0+ Dorttlrtant color FiBdax Daser$utlo!+ Texture stuck" Corrststanoe Boundary Roots GPDRF in. Munsell C1u. Sa. Cont. Color Gr, SL Sh. 'Etl�e1 'EffA� .. 5 y y / M S - 1. 4 F ❑ pit Ground aurtece elev. fL OPih t0 Nrnitirty rector in- � Rafe Fbrizon Depth Dw6wnt color Redox DescrOOn Texture Strumm Conalawnoe Boundary ROOM GPD1W In. Munsem Qu, 9z Con Color Gr. Sr - Sh. 'EtflF1 'EM I # © Ground surf we at". ft Deets to limiting factor _ In. ❑ Pit Sail A !LO!Vw Rate Horizon Depth Dominant Color Radox Doswp*m Texture Sttucturt Consistenoo Boundary Roots GPD/W in. M r iselt 04. Sz. Cont Color Gr. Sz. Sh. 'EI M9 *Eif*2 Effluent #1 = 900i y 30: 220 mWL and TSS ago 150 rngA. • Effluent #2 = BOD < 30 mg/L and TS8 < 30 myL The Department of Commerce is an equal opportunity service provider and employer. Ifyou need assistance to access services or need mateaial in an altematt format, please cantaet the deem - Invent at 608- 266.3151 or TTY 608 - 264 -8777. 6aD.030 tR *wwa 04/29/2002 05:32 7152463588 SUPERIDR ALJTOMO -IVE PAGE 32 � .3 3 kv� W II 5 -� � tA �6 �, �oryna,r t Q fie. r t.n G AL -� O , 4* Vbs I Wiscons in Department of commerce SOIL EVALUATION REPORT Page — � — of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code S�. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County 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. .. 0 o Please print all informs ' V Ep Reviewed by Date Personal information you provide may be used for sewn ry pur 99 Law, s. 15.04 ) (m)), Property Owner C R perty ovation MAY 1 J Govt. Lot N[ 1/4 1/4 S 3 T 3 N R E (o Property Owner's Mailing Address C O kt3tY# lock # Subd. Name or CSM# - ) 95 S . 5I ST. GRO OF ICE City Stat6 Zip Cbde Phone [] City ❑ Village ® Town Nearest Road ❑ New Construction Use: Residential / Number of bedrooms Code derived design flow rate 3 DQ GPD ® Replacement ❑ Public or commercial - Describe: _ Parent material d ( 0- G i a.- I rt . f Flood Plain elevation if applicable ft. General comments / and recommendations: * S �5 gs- `" �- 37A �F g � 3v� ov •� t�- $t.'E F-"} 160 7 9 Boring # ❑ Boring ® pit Ground surface elev. N iSleft. Depth to limiting factor a � — in. �— Soil Application Rate Horizon Depth Dominant Color Redox Description ETex Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 r 5 5 Pl e l Y � 5 1 1 7.5 `1 of FS �a ►c,- m Fr G w Y `� y FIf 7.S YRleI S rhs b F.- 7 Boring # ❑ Boring 0 - � 153 pit Ground surface elev. 9 q, I ft. Depth to limiting factor 30 in. 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 t2 r� M a ft1 15 19 SYfZyI C.... aFS`JtL wA F . Gw rYl . S ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L ST Name (Please Print) Signature CST Number Address J Date Evaluation Conducted Telephone Number 75 -)Lj -35g8 SBD -8330 (R07 100) 1 Property Owner W h AL't se- Parcel ID # t� 3 D i' o D�b Page of _ F-31 Boring # ❑ Boring Pit Ground surface elev. C ! 9. ' 7 1 - ft. Depth to limiting factor 30 in. 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 o -s �P- L- a F6P- a . s .9 5 l - L S v- I M Fy- 65 - 7.5 y y b M v c w J Or- a 5 F `f 4 f 9 4ma w► �n� 5�.. e- . S F-1 Boring # ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 II I ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qua, 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 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07 /00) NE Y4, SE 1 31 AL + Irvi y 0 SIC • YY1 - nd..t 0 ,4 t.., b c> -o o b &k kDC f;'-s 0 0 ,c�U' + er eA e- V& ,e - -Ywcll 1g. 7 S� i tic It7� C o . A 14 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address 1 - 77S c50 IU fQY s cop l,AOC- ST PA)L-, M K ) 55�J( Property Address on required from Planning Department for new construction) City /State �;j6P, IjKtf j W 1 Parcel Ide tification Number LEGAL DESCRIPTION 640 " a 9 � /bf Property Location NE ' /4, �L %4, Sec. 3 , T N -Rj5W, Town of STAP Subdivision s�- rw�c e.Q._ Lot # 1 Certified Survey Map # Volume i , Page # Warranty Deed # LI J 4 �1 5 L l 11 J , Volume v 7 Page # 33 Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ 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. The ro owner agrees to submit to St. Croix Zonis Department a certification form, signed b the owner and b P PertY � g eP � � Y Y 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 standards set forth, herein, as set by the 'Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. aC� SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the �property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATMtE OF APPLICANT DATE * * * * * * * * * ** Any information that is mis- represented 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 a copy of the certified survey map if reference is made in the warranty deed tp DOCUMENT NO. STATE BAN OF WISCONSIN FORM THI !PACE098ERVIDFORRE0000"04"l' ' WARRANTY 0650 54 4594 .. REGISTER'S OFFICE s►. am ca, wt �- JUN 2 4'1M M 11:30 A. convtys and warranter to ~" V a _rs �r:�4sSr` a•� v H d �' _ RETURNTO 1M g Followin described real estate estate in - _ County,' State of Wisconsin: Tax ps" No:_ _ • .,r- a 1 .w Al . ,44A. 2( e., !/e Iv. W 3, 3 ,tie a . � k This j 4 �T homestead roperty. (is) (is not) Exception to Warranties: /� '/ EXEMPT Dated this ICS �r day of t9 / (SEAL) c 61 d 1 (SEAL) (SEAL) f I �Y w i u c(r s L (SEAL) T AUTHENTICATION ACKNOWLEDGMENT Signature(s1— STATE OF WI£CONSIN ss. _ St. CrQiX County. authenticated this day of 19 Personally came before me this 14tH day of June , t9 the above named Frank J. and Shirley P. Wind TITLE: MEMBER STATE BAR OF WISCOWAN _ (I/ not t o known to be the pei*0 S tl t executed the authorized by § 706.06, Wis. Slats.) fo ing instrument owiedge h THIS INSTRUMENT WAS DRAFTED BY �• V �• : Notary Public - 3 county, Wis. (Signatures —maybe authenticated or acknowledged_ Both My Commission is Skjam. (q not,,s(ate expiration are notnncessary.) date: April '...��a� "' �N' 1993--.) S02 WF 012, ` 'Namesol persons signing in any capacity should to typed or panted below their 1149natures. i wAIIRANTV DEED STATE BAR OF WISCONSIN New Tax forms. P.O. Box 10206, Ghaw Batt, WI SM7 -0206 Form No 2 — 19112 I Docume 1 NO. $TATS BAA Ot M 11 -11tH TM" space asseavah9 Fee aseoeaas ewvA � LAND CONTRACT I • GdhfMt .ad Corporate 'l 3 95 ► , 83 $2611 9 F D AND IN OTHE ONN -CO Ilil tj __ —r- - =+ U104STM5 OF"CE ST. CROIX CO., WISE I , COntrset, b and between ._.-rank J. Windisch and -.----•--_.--• ....... .............................. %ed for Record rills 1st Sh:Lrjgy..R.,� ._Wi � etl, _husband a1 -- dif wife, and Herman J t Winds.srh .rctrld.. aza�..lrl td . c iba _ n rvendor, , day of ugust A A .D �r es and A. whether one or more and ... pQt} Ate_. . �A .. . .. Y f P - -- as .tenanta..�.21._ olmnon ........ ........ ("Purchaser", whether one or more). _�� i Vendor sells and agrees to convey to Purchaser, upon the prompt and fall per - formance of this contract by Purchaser, the following property, together with the rent&, profits, fixtures and other appurtenant interests (all called the "Property"), I -_ • in. ............ St..__ CrQfX ................................. county, state of Wisconsin: RcrusN TO Commencing at the intersection of the East line o ti I Section Three (3) , Township Thirty -one (31) North ; -- of Ranga Eighteen (18) Wes*_, with the North lire of County Trunk Highwy "H "; thence West to a point Tax Parcel �No ....... .......... 210 feet on the North line of said County Trunk Highway H s thence , to the South shore of Cedar Lake; thence East along the said South shore oi�� Cedar Lake to the East line of said Section Three (3); thence South along said Section line to the point of beginning, excepting therefrom the i following described parcel: Commencing at a point on the North line of { County Trunk Highway "H ", which said point is 110 feet West of the jl intersection of the East line of Section 3, Township 31 North, of Range 18!j West, with the North line of said County Trunk Highway "H "j, thence West ;I along the North line of said County Trunk Highway "H ", a distance of ;! 100 feet; thence North to the South shore of Cedar Lake; thence East alon g I the South shore of Cedar Lake to a point directly North of the potent of ib beginning; thence South to place of beginning. �i i T his-... is not I --•-••-•-- -•--•- es -••- --- homestead property. (is) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at .a...d -S tad_. lace-....__. !' the sum of i__ A8.,_ Q0_ Q_ AQ ........ ............... ........... in the following manner: (a) _ __]_,_u0_Q..Qu- .......................... at the execution of this Contract; and (b) the balance of S _ . .4 3_,0_QO.,_00 ............... together with interest from date hereof on the balance outstanding from time to time at the rate of ------ ................................ per cent per annum until paid in full, as follows: $400.00 on August 1, 1984,'and $400.00 on the ist of each and every � month thereafter. f j li Provided, however, the entire outstanding balance shall be paid in full on or before the ............. 1St ...... day of ------------ -July__.................. 19.8 -9.. ( the maturity date). I 1 Following any default in payment, interest shall accrue at the rate of ...... 15. % per annum on the entire amount 1 in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire i principal balance). Purchaser, unless excused b Vendor, j' i y ,agrees to pay monthly to Vendor amounts sufficient to pay reasonably antics- I i pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such alneunts received by the Vendor for payment of ! taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest ! unless otherwise required by law, i Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any Amount may bs rs .a without � _ ft , a,,t e t 1 $ !. p pY,, p.eal:cm a. foe .lgcn principal at ...:y tia, a.. .er_..�:�e.__r.....r...--..__., 19__..s..- (OR) tiefe en In the event of any prepayment, this contract shall not be treated as in default vrith 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 insuran -e 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.iWoU Purchaser agrees not to make an improvements which cost j $200.00 or more upon the property without first obtaining the permission !+ �I of vendor which permission shall not be unreasonably withheld. 't l Purchaser agrees to pay the cost of future title evidence. If titre evidence is in the form of &a 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 ...... ........ July ... ............................ 19. •Crow Out One. t� LAND CONTRACT — IndMilual and STATE.. 84R Or WISCONSIN WleeonelA Leroi Blonll Co. Ins. Corporate PORN No. It — 1982 Milwaukee. Ws. '' vot sn� VIM Purehaair promiser to pay when dsa alt tale' fad 9is.cs lath � oa the Property or UP" , Intend in'k and to "'4 to Vendor on demand nWpts showing Snell paymsn_ t, t Purchaser shall � the im tended coverage pails such of hasarde pronments on ss the Vend a y it"%uur. ed agains without t eo- lass or dig. oocasioaed b� >le+. e� rcinwraaa. titron�p iasta�ltrw proud endor, in the sum o! = .. i Q�...Q� .................... but Vendor shall not regnirl aaversge by V in as amount Mon t the owed under " Contract. Purchaser shall pay the insurance premiums when dui. The policies shall contain the standard clause in favor of the Vendor's Interest and, un)ess Vendor otherwise agrees in writing, the original of W policies covering the Propert shall be deposited with Vendor. Purchaser shall promptly giro notice of )on to tnwraf.a companies and Vendor. Unless Purchaser and Vendor otherwise agrees is writing, insurance proceeds shall be applied restoration e or repair of the Property damaged, provided the Vendor deems the restoration or repair W be Purchaser tavensnts not to commit waste nor Wow waste to be committed on the Property, to keep the Property In good tenantable audition and repair to keep the Property free from lieu superior to the lien of this Contract, amt to comply with W laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys !hall be fully paid and all eonditia's 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. aMeep6 o any liana or encumbrances created by the act or default of Purchaser, *i)INiil9W ................. ............................... ....*._ Mendar-.. shall-pay _.£irat..ha.l.f- ..oE.. taxes -- Payable - -in ... 1985----------------------------------- ............................................................. _ .................... - ................................................................................... ............ .................................................•---•-•-•----........._..............---•---•-•--...............----•-------.............................- 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 - - -.3a- 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 --- 3 Q -- days following written notic,• thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contraci shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser nereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in 3 addition to those provided by law or in equity: (f) Vendor may, at his option, terminate this Contract and Purchaser's ri g hts, title and iWerest 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 cae hereunder (in which event all amounts previously paid by Purchaser shall be forefeited as ligcidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem); or (it) Vendor may sue for specific performance of this Contract to compel immed=ste and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, In which event the 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 aaadoud on tide in a quie"itle action if the equitable interest of Purchaser is insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action h under (i). (i() 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 etdorce.any remedy hereunder (whether abated or not) to the extent not prohibited by law add e tpenses of title evidence shall be added to principal and paid by Purchaser, as in- curred, and shall be included in anv judgment. Ui;on the commencement or duri.:g the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including omestead interest, to collect the rents, issues, and urofits of the Property during the pendency of such action, and sucti 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 of equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, Iong -term lease or in any other way) without the prior written consent of Verder unless ei+h <r 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 outstarding 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 representatives. successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to Le made in Nfillment hetpaf.) Dated this ............ L day of ............... -_. ..--- -.-(SEAL) ..... (SEAL) ... .I,p4! S.G . ...._.._(SEAL) .-- _.. . .. ,.. h7._... (SEAL) ,.�.lis ' 5c.h........... / AUTHENTIrATION AC$NOWLSDQMBNT Signature(s) ............................................................ STATE OF W12CQTM 1 N /� . era. ................................ .••. ...................... ...................... . /- -•--.... P�.... county . authenticated this ........ day of ........................... 19 ...... P Wally came before me this . 2__....day of - - -• -•- the above named �. ✓ s .� v TITLE: MEMBER STATE BAR OF WISCONSIN .............................•. (If not --------- -•• - -• ............................................ .......••-•.....__......--•---•---•--•--•---..... ...._.......- •••--------- - -•••. authorized by J 706.06, Wis. Stater ) to me k erson �__..._.... who executed the ing instrument and ledge the same THIS INSTRUMENT WAS DRAFTED BY ............. ... ................................ ..--•--- Bxian.. Il,_ Al_c.on.._- 113._F.�s.t._Elm.._. ........ Notary Public . -- ....... County, va ;n- (Signatures may be authenticated or acknowledged. Both My Commission is rr- -nent, not, state expiration are not necessary.) date ................ 19 *Names of persons signing in any eapaeny should be typed or printed below their sibnatures. c p" — _ 90' 069 J m cI Q I 1 I Lo z fL. v LLJ OI ' M �. N M 00 -- r N n o ,10'994 r 1", b i Q� , E'LLI m ^ � I m w c- w F m 0 n P O h U) O 1 co co M ONi gg � Q H n M l 0 0 t J 4 a O ICi Q 10 � ~� 964 98LZ9 ! �I N w4I \ ` I :Z-1 I O I I ' �I 1 h N W N ai \ a - Q N Q) Z / — W n o -� ,Z6 99oI Qj � m cli z¢ m N 1s j c W rn lk 4 \ �I JI �" � � 1 0 M � %