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020-1049-20-100 (2)
`^ Q)) O a) O N O O ! 0 69 0 6s O C N C C C C M 4 0 0 0 CL p N tp _� W ry co LO N t CY _ N ry O E W # w 0 N N m CO C 00 N - > roar p X vi CL O (n O O N c Y n m E S �'V a N ro F+ N @� yr N O N 3 co N N OU- a) N Z N Nt'9 O OQ• 7 O n� O g0 C Z W [0� C Z � Z yU) CL LL C ro @ LL C O O) U O -O O f6 O O O ._� @ (D 3 .� C N — C �Y'�p N"O CO O C�'O U a) a V M ] V 7 N a) aj Z N N O 0 0£ C£ O Z O N w a m a m a m N H Z C U' O 2 d c c C • U O N ! O N O . f% H 0) V) N m N tT N c a E E c ro E O CA N (1) a) ro ro K N N y 'n N N I a 0 O CL 1 O (` Q Z m Z Z co Z Z F- Z 5 w 00 a E (D m m �v m E O m £ CD N 16 N l0 U _ m C N O. w m a) i co C Q) N N O a) L a) N N a) C d L v o O D a E E G G a � L — O G a -0 2) CO O O O 6 0 0 0 O O O • ry @ o a a a 0 o a a a a `n 3 = C try p N m y ° h r r � 2 (o cp N Cn J U O O } m O Z = O CT } 0 Co C N N C4 M O N O Z O) O a 0 0 N CV N y ° C) = O `I LO -o 0 o a r N �) O rV O �� N m m W N N N O to co 0_ L N Q n W)p d Q} U, 'p N Q Z _ m O 0 O N C O N C O N C 7.© ON 30 O Q LL O O N O O O O W l \ L C �— N N ro iTi a) Q) C N N 1 C c V w o C c p C7 C7 c� 0 - N a� p m C N O —� O .m .0 c O O W 2 Z Z C a w a) O ' CV -O T O > > L O O E E N n "O C O d m �'.'�, N a) a) a U °2f O v) O O O co O m w • y' o 2 w v o Y Y U), 00 Z F H V va d m �a as �,a 3 ° a w a w L a �. CC CL v i 'C C w � `�1 A U a g '' O to 0 O in 0 0 in V [ \ 0 2 7 » ) § g c o E 2 &k . N / .a . � �k / k Cl) � o £W I GO )P O" " $ 0k2 U. }E 3t 'a . . « E .. o } \ 7 B z = 2 § § $ a In b ) z ¥ c \ . • � - k § 7 % CO f z c E_ E 2 & 2 g f c a z m z � � .. z CO ` C ) E J C ■ CD k IL m 0 z p } ■ ■ ■ § ) j E m % o 2 a a E 'G - « 0 B �i m o cr u _ o o J ; . \ % / \ !,00 2 R �) .6 2 J A e co � _ © § to ° k 0 ' w� # 2 k § § \ \ ` a ) $ a ® I @ § e ■ 7 / . o m — � §/\ G I$ k 7 f k - § R 2 3§ o )) z) 2\ 2 .. m . � "a» E . E ) ] k a § & J £ 2 o $ J Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix ,d*Building division INSPECTION REPORT Sanitary Permit No: 430465 _'NERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: g lersonal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. Holder's Name: City Village X Township Parcel Tax No: Eby, Joel Hudson Township 020- 1049 -20 -1 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 20.29.19.18 TANK INFORMATION EL ATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV, Septic Benchmark i Mp Ci 3.10 a3,lo t OD , a Dosing � Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet 35- TANK SETBACK INFORMATION St/Ht O tle�l t 2. l �A'a. j TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet V Septi ' ZS — T r ( Dt Bottom Dosing Header /Man. Aeration Dist. Pipe S•'�S 9Y•�s' Holding Bot. System �t Final Grade PUM /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number D 5� � �•�( 15% 1 TDH Lift Fr" n System Head TDH V ✓ Forcemain Length Dia. Dis . SOI ORPTION SYSTEM idth , Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia, Liquid Depth .e�. DIMENSIONS (31 3 5� . �-S" . 1 SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Manuf er: A INFORMATION CHAMBER OR 4,7[ ` Type Of System: UNIT Model Number: it 1Ati0A�•[. �+ DISTRIBUTIO TEM Wth fol ' h Distribution x Hole Size acin Vent to Air Intak ♦tt� Pi is length Dia Spacing SO COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched D Ov h Center Bed/Trench Edges Topsoil Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: i^Q� _q Inspection #2: Location: 940 Ridge Pass Hudson, WI 54016 (NE 1/4 NW 1/4 20 T29N R19W) NA Lot 733 Parcel No 20.29 1.) Alt BM Description = AI IA � 2.) Bldg sewer length = - amount of cover = y vf;a" Plan revision Required. Yes dfp Use other side for additional information. No `� Date I t I's Signature ''""• SBD -6710 (R.3 /97) ""LL/� •.� �M, C �- Safety dt Buildings Division ru ' Sanitary Perutit App 201 W..Wa Application 201 Ave, PO Box 7302 14sconsin In accord with Comm 83.21, Wit. Adm. Code Madison, W133707 -7301 ()apartment or Commerce Personal information you provide may be used for secondary purposes (Submit completed fotin to county if not (Privacy Law, s. 15.04(1Xm)) :tats owned. Attach complete plans to the county copy only) for the s ter on paper not less than 8 -1/2 x I I inches in size. County State 1tO errt�f,.Number 13 Check if revision to previous application State Plan 1. D. Number i ' S 5 __., I. ARplication Information - Please Print all Infor Location: Property Owner Name ti „ . T t ` " Properly Location , �i 1/4 kI14,S, T4/ .N.R "E(otpw Property Owner's Mai ng Add r Lot Number Block Number ass 7.� A1,4 City, S M Zip Code Phone Number Subdivision Name or CSM Number _?9 9�a Type of Building: (check one) p Cit I or 2 Family Dwelling - No. of Bedr ms: f O Village Public/Commercial (describe use): T , 2 S JR Town f / O State -owned — '�ij -- _ a s D1ut III Type of Permit: (Check only o n line A. Check box on line B if spplica le) N ' R9 ad QO e � aSS A) 1. ❑New System J(Replacement 3. ❑ Replacement of 4.. ❑ Addition to Parcel Tax'Number(s) S stem Tank Only Existing System B) Permit Number Date Issued O A Sani Permit was reviousl issued 10 U . Type of POWT System: (Check all that apply) Non - pressurized In- ground 11 Mound ❑ Sand Filter ❑ Constructed Wetland O Pressurized In- ground ❑ Bolding Tank ❑ Single Pass O Drip Line O At -grade O Aerobic Trestment Unit ❑ Recirculating ❑ Other: V Db rsalrl'reatment Area Information: 1. Design Flow (pd) 2. DispersalAres 3. Dispersal Area 4. Soil Application S. Percolation Rate 6. System Elev tar 7. Final Grade Required Proposed Rate (Oats. /day /a q. R.) (Min.Anch) Elevation X 00 47 -sc VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks 0 13 11 _ -� 1s_ - -- - 0 in - A Vif Kespodsibillty Statement. 1 the 9a4!9!Vjgd assume teampon sibilit for insWistioit of the POWTS shown on the attached plans . Plumba's N t) Plu bet's S inpsr • MP/MPRS No. Businep Phan Numbs Plumber's me (Sheet, City, State, Zip Cod VVO4 VIII County/Depa tment Use Only O Disapproved Sanitary► Pennil Fee cludes Groundwater Date Issued Issuin Sigs"" damps) pproved O Owner Given Initial Adverse s4arge Fee) "" Detlrmination a'' 2- ' �r2-t 10 IX, Conditions of Approval /Reasons for Disapprovait 3) SYSTEM OWNER: .k tr v� S 1 Septic tank, effluent filter and � dispersal cell must all be serviced I maintainW S ti� w. • `1° ST. CAo 1 Ic C 70--- ) as per management plan provided by plumber. r�((�� k AA as per applicable code /ordinances. u ,� , )Q-l� L ie - L+ / Vl v t / �:, CA/ �_ 5 d e- cv1 nde r.s X1_._ 6 ...._ _......._....._. A4M_ L- _ :'n �_. �u.m�.. der..'. .. . c,- <o.s e -ate OT / Iwo � rviptLK -b ti Its i D� ¢� 3x S New Quo p� fi g. Mb�.K w�a�uv � ►lfi-ea NoKX CtXCNeK lipjN) A OO-AK fS o S� C O PY Ci 9 3 -bo td� — GAO— Truldc�J 0 � li OF 1 e CAAJ _S 1'd e- w1 nde- r,5 P r.q i �-e= 1 wmz ;ice A lot 013 D r33 0� 3x s -- New Qua gti1 ! {rA� pi fi K. rv►a� -� wla�c,v 'f�l'��ea No�cfi�Ep1 CokNq K �iC�N��oICMRj( (ja5� . Ks� u► r- N ._... 93,00 w GAO— uf Tru N o c � to u� AAAAAA,A N K up K l_.. O N t 9 -0 to 1700 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site n on not less than 8' /z x 11 inches in size. Plan must Coup plo plan � St. Croce include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsiors, north arrow, and location and distance to nearest road. Parcel I.D. 020 - 1035 - 20-100 Pfease paint all information. gy Date / Peisonal Wamaion you pvAb may't1B M tbrmimndary pwpem (Pmwy law, s. 15.04 (1) (m)). Property Owner Property Location Joel W. & Michelle Eby Govt. Lot NE 19 NW 1/4 S 20 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSI# 940 Ridge Pass 73 CSM Vol. 6, Pg. 1508 City StAte Zip Code Phan Number City ,_,j Village td Town Nearest Road Hudson I M ° W16 715486.5920 Hudson I Ridge Pass New Construction Use: jo Residential / Number of bedrooms 5 Code denied design flow rate 750 GPD tM Replacement I Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Install four trenches at elev. 93.00' using 36 leaching chambers. Existing system elevation = 93.75'. Boring # �j Boring sm Pit Ground Surface elev. 98.00 ft. Depth to limiting factor > 1 06 " 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. 'Eff#1 "Eff#2 1 0-36 1 Oyr5 /4 none mixed fill na na na na na na 2 36-70 1Oyr5/6 none strat. s Osg ml gs - 0.7 1.2 3 70 -106 1Oyr6/4 none strat. s Deg di - - 0.7 1.2 a Boring # Boring im Pit Ground Surface elev. 96.50 ft. Depth to limiting factor >102" 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. *Eff#1 'Eff#2 1 0 -11 1Oyr3/3 none sill 2fcr mvfr as 2f,lm 0.5 0.8 2 11 -18 1Oyr4/4 none sil 2mpl mfr cs 1fm 0.2 0.3 3 18 -28 1Oyr5 /4 none sil 1msbk mfr aw 1fm 0.2 0.3 4 28-65 1Oyr5/6 none strat. s Osg dl gs - 0.7 1.2 5 65-102 10yr6/4 none strat. s Osg dl - - 0.7 1.2 Z Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS 4-150 150 nt #2 = BOD -j mg/L and TSS <A mg/L CST Name (Please Print) Sig re: CST Number James K. Thompson �-Y' 3602 Address A.C.E. Soil & Site Evaluates Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 7!252003 715- 248 -7767 Property Owner Joel W & Michelle Eby Parcel ID # 020 - 1035 - 20-100 Page 2 of 3 Ong F3] Boring # 97.81 ft. Depth to limiting factor > 109" in. Pit Ground Surface elev. n9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 1Oyr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 10 -23 1Oyr4/4 none sil 2mp, mfr aw 1fm 0.2 0.3 3 23-28 7.5yr4/6 none gr Is Osg ml cw if 0.2 0.3 4 28-73 1Oyr5/6 none strat. s Osg dl gs - 0.7 1.2 5 73-109 1Oyr6 /4 none stmt. s Osg dl - - 0.7 1.2 -? ?i Boring F # � _ Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD i Munsell Q u. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring i # ng Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Applicatior Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDAF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 * _ > < _ < Effluent #1 BOD � 30 < 220 mg/L and TSS 30 150 mglL Effluent #2 GOD � 30 rrrglL arxi 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. /700 ct/ua.u� a� Sai! Q v PI'& Sca/C : to e 73 CSrt ✓o-� v i5c i 57. 75 0 g Qi d��. Pass �� ✓�►� �esi'd� ASSu / ry , / ede.le�: l8� dror+Fi6�d �� o - t- �X�SEi.�q - i ~ ice EXi;316; nq S e!e . . . ® Ty nof'7�, e9S't L'or+na,�" of � r, rt'o�w►u baS� . EI err, - 95.51 P 3 r3 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567 -P (R.6/99). Table 1: System Design Spec'fications Sanitary Permit Number 93 5 Number of Bedrooms Design Flow - Peak (gpd) Cy Estimated Flow - Average ( pd) L l 3 0 Septic Tank Capacity (al) )Boo Soil Absorption Component Size (ft Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Rel iable Op eration Septic Tank Component Soil Absorption Component Design Flow - Peak ( d) I e OD 11 J Maximum Influent Particle Size (in) $ 1/8 Maximum BOD (m /L) 1 0 220 Maximum TSS (m /L) S U 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113 Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septi and outlet filter shall be assessed at least once every 3 years by inspection. outlet fi r shall be denned as necessary to ensure _proper operation. The filter cartridge s not b ere moved unless provisions are made to retain solids in the that may slough off the filter when removed from its enclosure. If the Management Plan for a'Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may a flows or an impending continuous alarm. The II I Y indicate surge i septic tank shall have its contents removed when the volume of scum and sludge 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 an 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. 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 lockin g device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the Interior of the tank may be difficult or Impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and. system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors In extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every years. three . The inspection shall include recording the levels of ponding, if any, in P the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil component absorption should be avoided particularly P P durin g p winter months. The compaction or removal of snow cover over the component may lead to hy is usually temporary, but is difficult or raulic failure b freezi This t ype of failure y Yd Y 9 YP Impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. l i l 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep - rooted trees and shrubs directly over or within ten feet of the . component should be avoided since root intrusion into the component may obstruct wastewater flow. When system fails, we will replace with another system at owner's expense. Alternate area must be left undisturbed. St Croix County Zoning Office 386 -4680 Boumeester & Sons Excavating 386 -9020 S'1' UMIX COUNTY SHPTIC 'TANK MAIN'rENANCE A( KHRMIsN'i' AND OWNERSHIP CERTIFICATION DORM Owner/Buyer Mailing Address Property Address .� '' }} (Verification required from Planning Department far new construction) City /State ±-� A�_.�, U� i Parcel Identification Number �"N.l F) Property Location Al, % /.., Sec. c��, 'I:��N -R1 W, 'Town of Subdivision Lot H Certified Survey Map # a �/� q A 3 Volume P age 11 Warranty Deed # Volume f page M Spec house O yes )�no Lot lines identifiable D yes O no H ImPlam use sand maintensumof your septic system could result in its premature failure to handle wastes. Proper anaioleaaaoa of the tank every three years or sooner, if needed by a licensed pumper. What you put Iwo the septic tank as a treatment stag in the me B waste disposal system. The property owner agrees to submit ' to St. Croix Zoning Department a certification form, signed by the owner aad by s °"tWP 'J PIS, rosMetedplumber or a ticemed pumper verifying that (1) the on -site wastewMerddposal mrysleua In pmw Gpnradag condition =&or (2). s eedon and pumping (if necessary), the septic teak is lea fta 113• �di of shmdgs. Vwe, the uudersi+ sti greed have read site abov nd ' ,a agree to maintain the Private sewage dis set tbtlb, herein, u set by the pepattmeM OW the Department of N twat Resources, State of Isvp= 6"Wa m sta is mat your SePth system hu been no aunt be co leted and returned to the St. Croix Coup days of the three year expiration date. '` ty wlthlo 30 fLICANT DATE OWN Ewa i! • iit� ' . it I (we) t:e dfy that all state meoU oa�tit con[, are true to the best of my (our) knowledge. l (we) am (ate) the owner(s) of the P described above, by virtue of &Mpuf* deed recorded in Register of Deeds 0111ce. IONA t �7 1 2��/ D PLICANT DATB Any information that is mis -repr py%Mult in the sanitary permit being revoked by the Zoning Department. •eae +o •• [actada Mfh this ipplicallon; a sta mPed •dam+ deed kom the Register of Deeds office 2 copy of die certified survey rasp if reference Is made in the warranty deed r 1' 0 1422ipr! 207 E�0211:s STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH REGISTER OF DEEDS ocument Number WARRANTY DEED ST. CROIX CO., WI This Deed, made between James L. Wierssalla and Patricia M. RECEI1jED FOR RECORD WiersgaHa, husband and wife, 04 -28 -1999 8:00 AM ,Grantor, and Joel W. Ebv and Michele R. Eby, husband and wife, NRRANTY DEED Grantee. EXEMPT 8 CERT COPY FEE: Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE: the following described real estate in St. Croix County, State of Wisconsin (The TRANSFER FEE: 530.70 "Property "): RECORDING FEE: 10.00 PAS: 1 Recording Area Name and Return Address 4 &/-"/ 020- 1035 -20 -100 & 020 - 1049 - 20-100 Parcel Identification Number (PIN) This is homestead property. Part of the SE1/4 of SW1 /4 of Section 17 and part of the N of NW1 /4 of Section 20, Township 29 North, Range 19 West, St. Croix County, Wisconsin, described as follow . of 73 f Certified Survey Map filed February 22, 1985, ink_ 6, P age 1508 Doc. No. 399903. A. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 26 day of April, 1999. * * s . Wiers 1 * * Patricia M. Wiersgalla AUTHENTICATION ACKNOWLEDGMENT Signature(s) James L. Wierssalla and Patricia M. Wiersgaiia, `TAT' F ��. *TC T ) T h a l:: Oi �T�'IS�.v.,✓a I�. husband and wife ) ss. authenticated this day of County ) April, 1999. Personally came before me this day of the above named * Kristina Ogland to me known to be the person(s) who --tnd tha fnreanino in- trnment and acknnwledee the same. FILED FES 2219K u ,1#A93 O' CONNELI t 1pW�r of DM44 3gg9t��t o� 4 anal Ca CERTIFIED T a IFIED SURVEY MAP Located in the SE 1 /4 of the SW 1 /4 of Section 17, and in the NE /4 of the NW 1 /4 of Section 20, T29N, R 19W , Town of Hudson owner: Arnold Bertelsen N.W. CORNER St. Croix Hgts . N.E.-CORNER SCALE I" =100` SECTION 20 SECTION 20 T29N, R 19W Hudson, W i . UNPLATTED LANDS 0 50 100 200 300 I S 88 50' 33` 33` 9 257.75` p I /o o q I !o- LEVGEND O_ COUNTY SECTION CORNER O _ BERNTSEN CAP o!D LO 7 Igl _\\ • 2 "ROUND IRON PIPE FOUND In ACRES O %1I E CORNER X O 141 � • 1" ROUND IRON PIPE FOUND LOT 51 I 0 \ n V D' POINT OFBEGINNING ?� 6( 6.Od 168 0 %9 ' w ON O 2" X 30" ROUND IRON PIPE WEIGHING se9 "5d • � E g �sD \ 3.65 LBS./FT. SET 1 g G� - , 278 N \ � �` ° c O I "X 24" ROUND IRON PIPE WEIGHING O O \ -4 1.68 LBS. /FT. SET � o � 0 `\Q LOT 72 ro \ \� N 54,I17SO. FT. OPROVEP \ \. \ � k 1.24 ACRES , r f i p N " P-1 P-1 u► F Eg 22 198D � • , o a, $8 0 ?1 O S 260 b2 `9 A o 20 \ 2 St. CROIX C:7U IaN4 \�N o � NG'COM T1�t AAD Irp LOT 71 56,385 SO. FT. 83 0 33 1 1 1 z 1 ` 1.29 ACRES v ( m 1 188°35 00" IN � N afL 0 10 I 0 o 2 O y Z In � "o N 6620 v tq� — 33� 33' 3 UNPLATTED LANDS h I —.— - l o i DESCRIPTION A parcel of land located in the SE 1 /4 of the SW 1/4 of Section 17, and in the NE 1 /4 of the NW 1 /4 of Section 20, T29N, R 19W , Town of Hudson, St. Croix County, Wisconsin, described as follows: Commencing at the SE corner of Lot 51 of Willow Ridge 2nd Addition; thence 58y ° 5y�5U "r (assumed bearing referenced to said Plat and to the North line of said Section 20 as identified on said Plat) 66.00' to the point of beginning; thence Southerly along the Easterly right -of -way line of Ridge Pass on the arc of a 247. 13' radius curve concave Easterly whose chord bears S11 "E 98.55 thence S23 135.00' along said right -of -way line; thence Southerly along said right -of -way line on the arc of a 430.51 radius curve concave Westerly whose chord bears S14 "E 128.51 +i,sanru gr, inn nn1 -t--- A ..4 -1-4. ,..r ....... 1: -_. aL TTLL '2'3n 0-71. ..L - --- Parcel #: 020 - 1049 -20 -100 08/29/2006 08:54 AM PAGE 1 OF 1 Alt. Parcel #: 20.29.19.189F 020 - TOWN OF HUDSON Current Xj ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner JOEL W & MICHELE R EBY O - EBY, JOEL W & MICHELE R 940 RIDGE PASS HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 940 RIDGE PASS SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 1.100 Plat: N/A -NOT AVAILABLE SEC 20 T29N R19W NE NW LOT 73 OF C.S.M. Block/Condo Bldg: 6/1580 ASSESSED WITH PARCEL151C Tract(s): (Sec- Twn -Rng 401/4 1601/4) 20- 29N -19W Notes: Parcel History: Date Doc # Vol /Page Type 04128/1999 602113 1422/207 WD 07/23/1997 745/462 07/23/1997 732/102 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.100 55,400 221,500 276,900 NO Totals for 2006: General Property 1.100 55,400 221,500 276,900 Woodland 0.000 0 0 Totals for 2005: General Property 1.100 55,400 221,500 276,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 139 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Form - STC - 104 AS BUILT SANITARY SYSTEM REPORT ,ER .Q�,�, TOWNSHIP i,, /� SEC. T _N -R P ,DDRESS ST. CROIX COUNTY, WISCONSIN SUBDIVISION lJ,�/, �, _ 77 LOT LOT SIZE PLAN VIEW Distances and dimensions to meet requirements of I•LHR 83 �\\ SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM F c r % .'X INDICATE NORTH ARROW BENCHMARK: Describe the vertical reference point used L Elevation of vertical reference point: l 0(j Proposed slope at site: j SEPTIC TANK: Manufacturer: A,1, w Liquid Capacity: J'4; G 0 PUMP CHAMBER Manufacturer: Liquid Capacity: Pump Model: Pump /Siphon Manufacturer: Pump Size Elevation of inlet: Bottom of tank elevation: Pump off switch elevation: Gallons per cycle: Alarm Manufacturer: Alarm Switch Type: Number of feet from nearest property line: Front, O Side, O Rear, 0 Ft. Number of feet from well: Number of feet from building: (Include distances on plot plan). ABSORPTION SYSTEM Bed: )( Trench: 0 Width: J Q' Length: Number of Lines: 3 Area Built: Fill depth to top of pipe: Number of feet from nearest property line: Front, O Side, Rear, 0ift. Number of feet from well: ;7 Number of feet from building: (Include distances on plot plan). AGE PIT Size: Number of pits: Diameter: Liquid depth: Bottom of seepage pit elevation: Area Built: Has either a drop box O or distribution box O been used on any of the above soil absorbtion sytems? (Check one). HOLDING TANK Manufacturer: Capacity: Number of rings used: Elevation of bottom of tank: Elevation of inlet: Number of feet from nearest property line: Front, O Side, O Rear, 0Ft. Number of feet from well: Number of feet from building: Number of feet from nearest road: Alarm Manufacturer: / DEPARTMENT OF INDUSTRY INSPECTION REPORT FOR SAFETY & BUILDINGS LABOR*8A HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION P.O. EfOX 7969 BUREAU OF PLUMBING MADISON, WI 53707 ❑CONVENTIONAL ❑ALTERNATIVE State Plan LD. Number. (lf assigned) ❑ Holding Tank ❑ In- Ground Pressure ❑ Mound NAME OF PERMIT HOLDER: ADDRESS OF PERMIT HOLDER: INSPECTION DATE: BE H MARK (Permanent reference Pont) DESCRIBE IF DIFFERENT FROM PLAN: ' REF. PT. ELEV.'. CST REF. PT. ELEV. - . .0 are cu' d !1! pbo d) .v M10 /l Name of Plumber: MP /MPR SW m Nn.. Cnumy. ,e Sanitary Permit Number: & f? �-� C " , �'e /.IC SEPTIC TANK /HOLDING TANK: MANUFACTURER: LIQUID CAPACITY. TANK INLET ELEV.. TANK OUTLET ELEV.. WARNING LABEL LOCKING COVER _ PROVIDED: PROVIDED. YES ONO ❑YES FIND BEDDING: VENT DIA.: VENT MA7t HIGH WATER NUMBER OF - ROAD: J J WELL. BUILDING: VENT TO FRESH �/ n Q ALARM FEET FROM LINE x �i� AIR IN T YES ONO '7' (: r ✓ • ❑YES ❑NO NEAREST tJ / OSING CHAMBER: MANUFACTURER BEDUIN G: I L IQUID CAPACI Ty [1111" MODEL PU MANUI ACTFIE/i WARNING LABEL LOCKING COVER PROVIDED. PROVIDED: ❑YES ❑NO ❑YES ONO OYES ONO GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL NUMBER OF PR OPEHTY WELL BUILDING VENT TO FRESH (DIFFERENCE BETWEEN FEET FROM LINE AIR INLET PUMP ON AND OFF) 1 OYES NO NEAREST' -- 1• SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing I I I N(,TH UTAMF TE It I NIATE RIAL AND MARKING or excavation. (If soil can be rolled into a wire, construction shall cease until FORCE the soil is dry enough to continue.) MAIN' CONVENTIONAL SYSTEM: WIDTH LENGTH NO. OF UISTH PIPE SPA(,IN(i COVER :INSIDE OIA -PITS LIQUID BED /TRENCH 7RFNCRF b RIAL: PIT DEPTH DIMENSIONS F ?I a RAVEL DEPTH FILL DEPTH JOIST It PIPE DISTH PIPE DISTR. PIPE MATERIAL O TH NUMBER O PROPERTY WELL. BUILDING: V NT TO FRESH BELOW PIPES ABOVE COVER EI EV.INLf i EL V END PIPES ET FROM - LINE '� AIR INLET: FE ,t y 1 J�_� : NEAREST --=— 1► cJO !o MOUND SYSTEM: Mound site plowed perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA- meets the criteria for medium sand. TIONS MEASURED. DYES ❑NO SOIL COVER TEXTURE PERMANFNTMARKERS OBSEHVATIONWELLS DYES ❑NO OYES 1:1 NO DEPTH OVER TRENCH BED DEPTH OVER TRENCH 11111 DEPTH OF TOPSOIL SOI)OF I) SEE DF1) MULCHED CENTER EDGES ❑YES, ONO DYES ONO DYES 0 N PRESS DISTRIBUTION SYSTEM: BEDf TR FY i}{ ' WIDTH. LENGTH NO LATERAL SPACING GRAVEL DEPTH BELOW PIPE FILL DEPTH ABOVE COVER DIMENSIONS MANIFOLD PUMP MANIFOLD DISTR. PIPE MANIFOLD MATEHIAL NO DISTH UISTH. PIPE DISTRIBUTION PIPE MATERIAL & MARKING ELEVATION AN[? I. ELEV. ELEV. DIA. ELEV. PIPES DIA.. DISTRIBUTION INFORMATION HOLE SIZE HOLE SPACING DRILLED COHHFCT LY COVER MATEHIAL VERTICAL LIFT CORRESPONDS TO APPROVED PLANS DYES ❑NO DY ES ONO COMMENTS: PERMANENT MARKERS OBSERVATION WELLS: NUMBER Of :PROPERTY WELL BUILDING: FEET FROM „ LINE: ❑YES ❑NO ❑YES ❑NO NE AREST" Sketch System on Retain in county file for audit. Reverse Side. TITLE. ^ DILHR SBD 6710 (R. 01/82) C /�' r `.� ._ D ' 0033 b Y u 1 �C� Ca � � q • �a L �, OCO l r I 0 wisconsm APPLICATION FOR SANITARY PERMIT .-� DILHR C OUNTY (PLB 67) of Qgg Trrterr/oF UNIFORM SANITARY PERMIT # � IrTgV,�BOq 6MUTRn gELRT10n5 '75 D / — Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8 %x 11 inches in size. —See reverse side for instructions for completing this application. PLEASE PRINT PROPERTY OWNER MAILING ADDRESS I / G V f. .571" f) PROPERTY LOCATION CITY: VIL 6711 /4 5 - 1d /4, S �7. T �N, R �QE (or OWN OV ly- ,Q LOT NUMBER BLOCK NUMBER I SUBDIVISION /` ST NAME NEAREST ROAD, LAKE OR LANDMARK ATE PLAN I.D. NUMBER :? _ LV r 110,,j TYPE OF BUILDING OR USE SERVED K 1 or 2 Family Number of Bedrooms: ❑ Public (Specify): THIS PERMIT IS FOR A: E. New System ❑ Tank Replacement ❑ Repair J Replacement Soil Absorption System ❑ Revision ❑ Privy ❑ Alternate System ❑ Reconnection ❑ Petition for Modification IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK. Seepage Bed ❑ Seepage Trench ❑ Seepage Pit ❑ Holding Tank ❑ System -In -Fill ❑ In- Ground Pressure ❑ Vault Privy ❑ Pit Privy ❑ Existing, For Which A Previous Permit Is On File, Permit # issued ❑ An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions. Total #of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity Lift Pump Tank /Siphon Chamber Holding Tank capacity Manufacturer: IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: ❑ Mound ❑ In Ground Pressure Total *of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity Lift Pump /Siphon Chamber Manufacturer: PERCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY: (Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet): 1'e,56 r/�v"A l 5 [A Private ❑ Joint ❑ Public I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Name of Plumber (Print): Signature: el l /MPRSW No.: Phone Number: Plumber's Address: Name of Designer: C L �C✓ h / <! f /xr COUNTY /DEPARTMENT USE ONLY Signatur of Issuing Agent: Fee: Date: ❑ Disapproved Approved El Owner Given Initial Adverse Determination Reason for Disapproval: 6 Alternate course(s) of Action Available: DILHR -SBD -6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber INSTRUCTIONS FOR COMPLETING THIS PERMIT APPLICATION, PLB 67 - SBD 6 1 .098 k To be complete and accurate the permit application must include: 1. Property owner's name and complete legal description, please circle the appropriate municipal government unit, (whether this is in a city, village or town); 2. Indicate specifically what type of use is served, if public is checked indicate type of use (i.e. 10 unit apartment, 30 seat restaurant, etc.) ; 3. Complete the block for conventional or alternate system depending on system type, check all appropriate boxes or blanks. 4. Indicate the design percolation rate listed on the 115 soil test report, the number of square feet required by code and the number of square feet to be installed; 5. Complete the section on water supply; 6. PRINT the name of the master plumber or master plumber restricted who will install the system, circle the appropriate license classi- fication, place your license number in the space provided and sign the permit in the signature block; 7. Please place the plumbers business phone number in the blank provided, if there is a problem or question this will speed review of the permit; 8. Change of ownership or plumber requires a Sanitary Permit Transfer Form (67 -T) to be submitted to the county prior to installation. Failure to comply will void the sanitary permit. 9. This permit may be renewed, and at the time of renewal any new criteria in the Wis. Adm. Code will be applicable. 10. A new permit will be needed if there is a change in, estimated wastewater flow, (number of bedrooms, etc.), location of the system, depth of the system, type of system. 11. All revisions to this permit must be approved by the permit issuing authority. 12. A complete plan including a plot plan, drawn to scale or with complete dimensions. 13. Horizontal and vertical elevation reference points that are permanent and clearly shown. 14. Piping detail including pipe size, separating distances, distances between beds if appropriate, tank locations, effluent line from tank(s) to system, building sewer and vent observation pipe(s). 15. The permit issuing agent may require a cross section drawing of the effluent disposal system. TO THE OWNER: This is valid for two years. Changes in your building plans or locations may require you to obtain a new permit. Private sewage systems must be properly maintained. Have a licensed pumper clean your septic tank whenever necessary usually every 2 to 3 years. If you have questions concerning your system, contact your local code administrator or the Bureau of Plumbing, DILHR, State of Wisconsin. I APPLICATION FOR SANITARY PERMIT S T C - 1.00 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner /contractor,( "spec house"), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of Property Location of Property -545k , Section y _ , T N - R W Township Mailing Address Subdivision Name C�.O� -c_l t ��� `4 Lot Number � ..1.� Previous Owner of Property A2 na crJ 1'utal Size of Parcel _ I +" • Date Parcel was Created Are all corners and lot lines identifiable? Yes No Is this property being developed for resale (spec house) ? Yes No Volume t'lL and Page Number .._. 4 1 -1 42 as recorded with the Register of Deeds INCLUDE WITH THIS APPLICATION ONE OF THE FOLLOWING: 1. Warranty Deed 2. Land Contract . 3. Other recordings filed with the Register of Deeds Office In addition, a certified survey, if available, would be helpful so as to avoid delays ut the reviewing process. If the deed description references to a Certified Survey Map, the the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (We) ee4t i 6 y that aU 6 tatemen A an t 1iA jonm one tru to the beat 0 my ( sun ) knuwtedge; that I (we) am (ane) the owner(a) of the pupehty deacA bed to th,i..a irt6u4mation 6onm, by vi4tue o6 a wa4Aanty deed %ecanded in the 066.ice o6 the Cuuyay Reg"ten a6 Deeds as Document No. , 0 95 dv s and that I (we) pn eaen.tY.y own the pnapoaed bite bon the ae - v a di6poAaZ .6yatem (an I (we) have ubtained an easement, to nun with the above de cA bed p&opeAty, bon the cuna.tAuation o6 said a and the name has been duty neconded in the O v Oeede as document Na . a 1• Co unty Re .%eten �� -0 L� u6 tjie Cv y a 6 ,.l�aade �- -' " "a. ' - - °= + —R ' V ` y ' .aw++4erliwl'w�K -� .. iw.»..w.,. v....•,- ,V_.adt+�*;.t'., xa.�. , H.:..> a ..� 71.. � 46 3 . 9 5020 VOL S PAGE 23 July__ : •. D i �` -- 1 A !:b LAND CONTRACT �•! Rividw N DOW@ Contract, by and between Arnold R. Bertelsen a /k /a A.'R. ertelsen and Virginia A. Bertelsen, husband and wife, Vendor, and B. & H. evelopment, Inc., a Wisconsin corporation, Purchaser. Vendor sells and agrees to convey to Purchaser, upon the prompt and full performance of this Contract by Purchaser, the following property, together with the rents, profits and other appurtenant interest (all called the "Property "), in St. Croix County, State of Wisconsin: South 53 1/3 rods of South Half of Southwest Quarter (SSA) and South 53 1/3 rods of Southwest Quarter of Southeast Quarter (SWkSEk) of Section 17, T29N, R19W. That part of Northwest Quarter of Northeast Quarter (NWk NEU and of Northeast Quarter of Northwest Quarter (NE'k NW's) of Section 20, T29N, R19W, lying Northerly of the centerline of St. Croix County Trunk Highway "A" (formerly known as Hudson -New Richmond Highway), Oil �j• i�. ~ EXCEPT the following parts of the above described tracts: All land included within the Plat of Willow'Ridge Second rr; Addition to the Town of Hudson as described in Vol. 4 of Plats, page 25; Parcel deeded to Marlin 0. Amdahl and Ruth L. Amdahl as described in Vol. 517, page 26, Document No. 324368; Parcel deeded to Roger E. Hetchler as described in Vol. 517, page 114, Document Number 324430. TOGETHER with an easement for street purposes over the Easterly 33 feet of said parcel deeded to Roger E. Hetchler as described in Vol. 517, Page 114, Document Number 324430. SUBJECT TO the right -of -way of said St. Croix County Trunk Highway "A" and to telephone easement adjacent to said highway as recorded in the office of said Register of Deeds. Purchaser agrees to purchase the Property and to pay to Vendor at: St. Croix Heights, Hudson, Wisconsin, the Base Purchase Price of $100,000.00, together with additional payments per lot, as follows: 1. Base Purchase Price The base purchase price of $100,000.00 shall be paid in the following manner: $15,000.00 at the execution of this Contract, and the balance of $85,000.00 together with interest on such portions thereof as shall remain from time to time unpaid, at the rate of 10% per annum, until paid in full, as follows: (a) For each individual lot developed and sold by the Purchaser, Purchaser shall pay to Vendor a $2,000.00 principal payment, to be applied to the $85,000.00 base contract balance outstanding. (b) A minimum annual payment of $15,000.00 principal shall be paid each year, excluding the year of sale. Each per lot principal payment requi;ed,gbove, shall be credited toward, this $15,000.00 annual payment. (c) On December 1, 1985, and on December 1st of each year thereafter, Purchaser shall pay to Vendor the differential between the required minimum principal payment of $15,000.00 and the total $2,000.00 per lot payments made during the preceding twelve (12) months, until the Base Purchase Price has been paid in full. 5 VOL 693PAGE 47 (b) Purchaser shall pay to Vendor the sum of $3,000.00 per lot on all residential lots developed and sold by Purchaser, subject to the condition that the minimum amount of payments to be made to Bertelsen under this Paragraph shall total at least $150,000.00. (c) During each year of this Contract that there is an outstanding contract balance of the Base Purchase Price (Paragraph 1(a)) there shall be no minimum annual principal payments under this paragraph. Commencing with the year following completion of payment of the Base Purchase Price, Purchaser shall pay to Vendor.a minimum annual sum of $15,000.00 per year. (d) On the 1st day of December of each year, Purchaser shall pay to Vendor the differential between the minimum annual payment of $15,000.00 as provided in this Paragraph, and the total $3,000:00 per lot payments made during the preceding twelve months, until the entire $150,000.00 minimum sum has been paid. Thereafter, if Purchaser sells any lots in excess of 50 lots, Purchaser shall pay to Vendor the sum of $3,000.00 for any such additional lot sold, up to a total of 53 lots. ($159,000.00 total hereunder) Purchaser shall not be required to pay monthly payments to Vendor sufficient to pay reasonably anticipated annual taxes and special assessments. Any amount may be prepaid without premium or fee upon principal at any time. In the event of any prepayment, this Contract shall not be treated as in default with respect to payment so long as the entire balance of principal, and interest where required, is less than the amount that said indebtedness would have been had the monthly payments been made as set forth above. Purchaser states that Purchaser is satisfied with the title as shown by the Abstract of Title submitted to Purchaser for examination, except: Real estate mortgage to Sam E. Miller, dated February 1, 1980, recorded in Volume 11 608 ", Page 152, Document Number 362685. This mortgage shall remain the obligation of Vendor, who shall keep said mortgage current and in good standing. In the event Vendor fails to pay any required mortgage payment, Purchaser shall have the right to make such payment, and to deduct any payment so made from the sums due under the terms of this Contract.. Purchaser.agrees to pay the cost of future title evidence. Purchaser shall be entitled to take possession of the property on Closing. 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 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 VUl 6 93 FADE U Vendor shall consent to the platting of the premises into residential subdivisions by Purchaser and Vendor shall be under an obligation to approve and execute subdivision plats prepared and submitted by Purchaser. In addition to the Warranty Deed which Vendor shall deliver at time of ultimate closing, Vendor shall execute and deliver to Purchaser, individual Warranty Deeds covering the separate residential lots which Purchaser may sell, upon payment of the per lot payments set forth above. All costs of platting and costs incurred in preparation of individual deeds shall be Purchaser's expense. 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 60 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 60 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 law 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 forefeited 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 peformance of this Contract to compel immediate 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 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 a 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 this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to col 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 under this Contract solely as security for an indebtedness of Purchaser. interest u Y _ __ _�__ VOL' 693 PAGE 41 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 be made in fulfillment hereof.) Dated this 29th day of May, 1984. VENDOR: PURCHASER: B• & H EVELOPIJE INC BY: Arnold R. Bertelsen a /k /a A.R. Bertelsen Donald E. Bjornst , President v ATTEST: Virg a A. Bertelsen 'Wi�Vo" 1.. • r William C. Harwell, Secretary Authentication: Signature(s) of Arnold R. Bertelg n Virginia A_ $pr, his wife, and n F Rinrnstad and William C. Harwell President and Secretary respectively of B_& H_Develonme authentic efiig`2_ day of William J. Radosevich Member State Bar of Wisconsin. DEPARTMENT OF REPORT ON S I ND SAFETY & BUILDINGS INDUSTRY, , : DIVISION !_AAACID R PERCOLATI ) MADISON WI 53707 ..HUMAN RELATIONS, ` (H63.090) apter 1 LOCATION: SECTION: TOWNSHIP OT :BLK.NO.: SUBDIVISION NAME: S`�' 1 /4 �/ 1 7 /T N /R(y E (o W upsd COUNTY: OWNER'S /BUYER'S NAME: MAILI RESS: �p �QSCN S4 •Ct o f X ,y / �4c • �i'o D�Pi o,R N s Loi s USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION] PROFIL DE RIPTI NS: PE ATION TESTS: Residence New ❑Replace 4 RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN- GROUNDPRESSURE: MIS TEM -IN -FILL OLDING M iVep RECOMMENDED SYSTEM: (optional) sou s ©sou ©u EIs � - sue. VtE W45LO If Percolation Tests are NOT re wired DESIGN RATE: Q If any portion of the tested area is in the under s.H63.09(5) (b), indicate: Floodplain, ind Fl elevation: !,v W Ch4&Q- f 7 — • PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER -IN, FT CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH ELEVATION OBSERVED ST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) i i ' -AV- A e. L 757' 8Aj , I S wicks � A ' 8 2- 9 S' �9 9y ? - y •yam' aa. L 1.17' z�, /-,p - Y2 S. < J GR . 20 ;r* V C v S 7 /60. �o ' 7. �3 �, •yi °,c3N, /s 77S T�v 0`7 cs, ' /, f� ' D� CA) . 1= 1.08 " 133' fs- B- 9 S y� 70 1- y s �N C , ' 1. 0 'D.' & , 4.. / /7 ' .$N. c / ,P3 ' a/A;&- L 0i4,Ai • S B_ PERCOLATION TESTS TEST DE WATER IN HOLE TEST TIME DROP IN WATER LEVEL - INCHES RATE MINUTES NUMBER IN FT AFTERSWELLING INTERVAL -MIN. PERIOD 1 PERIOD 2 PER PER INCH P- l i f;V T 1 P- I (.V 6 I N S O P- 3 Z P_ T W /'V U P- .2 CS 7�' SF I V I P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori zontal and vertical elevation reference points and show their location on the plot plot plan. Show the surface elevation at all borings and the direction and percent of land slope. -130 77-d,'4 � � VXG �VA"/ �QiIJ �T!/'���.IG � y �1, /1 _ %, SYSTEM SYSTEM ELEVATION - (ice _ _.... ..,e,,.... ••-- -6 .....E .. .,... ... }_ _ .<.......�.. _._� . _ -�—.,_ ._... ...._ . .�{. ....�.. �-,_. ..... � ........ ..... �_........_ �— ��— _..— .�...�..� ..e,�. 7' ISm es site A PPR VEDi , : n e> do afi sgptle s s M IN LQ.4M -) ; ./. _. _ ; _.m om ,. ,¢.yQS' -. S ^T / j ; 4 SA 1 1 jG � �- �► � � 3 � i J P__ ,_ _ _ ;w_ , 4_._ m� E � c l INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395 To be a complete and accurate soil test, your report rnust include. 1. Complete legal description; 2. The use section must clearly indicate whether this is residence or coinmercial project; 3- MAXIMUM number of bedrooms or commercial use planned; 4. Is this a new or replacement system; 5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 0. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7- MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A separate sheet may be used if desired; 8. Mal <e sure your benchmark and vertical elevation reference point are clearly shown, and are permanent; 93 Complete all appropriate boxes as to dates, names, addresses, flood plain data, percolation test exemp- tion, if appropriate; 10. If the information (such as flood plain, elevation) goes not apply, place N.A. in the appropriate box, 11. Sign"the form and place your curt01:'address J(id yt;ur certification number; 12. Make legible copies and distribute as required. ALL SOIL TEST'S MUST BE FILED WITH THE LOCAL AUTHORITY-WITHIN 30 DAYS OF COMPLETION, ABBREVIATIONS FOR CERTIFIED SOIL. TESTERS Soil Separates and Textures Other Symbols st - Stone (over 10 ") BR - Bedrock cob - Cobble (3 - 10" SS - Sandstone car - Gravel (under 3 ") LS - Lirnestgne 's -Sand HGW - High Groundwater cs - Coarse Sand Pere - Percolation Rate hied s - Medium Sand W - We is Fine Sand Bldg - Building Is - Loamy Sand- - > - Greater Than 'sl - Sandy Loam - Less Than I - Loam Bn -- Bro vn l sil -- Silt Loam BI - Black Silt fey - Graff, 'cl - Clay Loarn Y -- Yellov" scl Sandy Clay Loarn R - Red sicl Silty C Loarn mot - Mottles s -- Sandy Clay vv - with sic - Silty Clay fff - few, fine, faint C Clay cc - common, coarss. pt - Peat min - Many, medium rn Muck d - distinct p - prominent HWL - High water level, Six general soil textures surface water fo, Iiquid tvaste disposal BM Bench Mark VRP _. Vertical Reference Point TO THE OWNER: . '!'REMRT ON SOI E30RIN&S t PERCOLATION TESTS 1 i L La f - 73 %��o w )PI:P Q �- P oT PRAM PROTECT r. D. DArE MOMESITE TESTING CO. its'. 3, O'NEIL ROAD BOB Z lJ ;Rj(;j. 4 €�� Sri, wis..._ 54016 e r S:! r - oz y�Z, PROPO 'Kww m os r 6L Z Fr. at MD,tE - 'iP�/wJ igtt TEST "r.45, r P� POSE wee M vs LIE ,50 FT a , 4W r /w! G- !.DELL � ` QEQG �caCRfiaW X f •�AN� ff d9E�PED o,Q Sl DlIE L 134X • ` y Z. S M V, c,, 1. .PEFERtwcE Pour 70 /� sv,�o�y v"-r ' >7 . LE G►E N p e,EVhrlow o. var. 'PEA NOME 093 1r / Wy - ---.�. 3o (�' �- T his test site APpp® ,fora conventional septic System. 4o-I 7,3 ilt O 7 s; &Aj 0 fir .5 sue- � 5 R CERTIFIED SURVEY NEAP N. CORNER N.E.-CORNER SCALE �� 100 SECTION 20 SECTION 20 T29 N, R 19 W 0 50 t00 200 300 i' 1 33 ' 33 - . -�' LEGEND I, 10 r1g f { Q ' COUNTY SECTION CORNER r "0 BERNTSEN CAP f i� LOT 73 ! 2 "ROUND IRON POPE FOUND 7 ` I" FOUND IRON PIPE FOUND J (� G X,30" ROUND IRON PIPE WEIGHING 3.65 L.BS./FT. SET f, 0 1 "X 24" ROjJ ND IRON PIPE WEIGHING 1,68 LBS. /FT. SET Q LOT 72 Lp F. LOT 71 i 33 I „r r' l CERTIFIED SURV I - uC, -tted in t he .SI MAP 1 / 1 of the SW 1 /4 of Se o ction 17, and i,t the N i', 1 /4 f t}1e NW 1 /4 of 5��r,t.ion 20, '1'29N, R 19W, Town of I}uclsort .Aiaslcl C.t'uix II• N� StCT i) ; ;I F. COFINF.'ra I N 729N,RI9yy f [uclsuu, �Vi, UNPLATTED LANDS 0 50 100 200 53� 33' __S 8 5 0, _ _' - - 30( I 9 257.75 - io�0,� e �o o LEGEND I '0 0_ o C? COUNTY SECTION CORNER C• 7' O 014 m BERNTSEN CAP (n 0 LOT 73 19 �° 1 �� rn 0 2 IRON PIPE FOUND o I ._@ - 4 8, 101 So. FT. -4 10 1.10 ACRES SE CORNER I 1 70 Of tur s, ! A �0. `0 • 1 ROUND IRON PIPE FOUND id " 0' / POINT OFaEGINNING 2; 1 Vt 3 89 . 59� 0 "E 168 ��, I g' W � -0 O 2" X 30" ROUND IRON PIPE WEIGHING _ 1 278 5 I \m % 3.65 LBS. /FT. SET 1 Qi N \:4%4 0 I "X 24" ROUND IRON PIPE WEIGH114G „ to 1-41, 1.68 LBS. // FT. SET 1N LOT 72 t � 1 0 0. � 54,117 SO. FT. N `�� NwOV.ts 1.24 ACRES Op O� \ 0 9 0 \ \ " O `a 8° 3 5 26p 6� 4 020 �� 19 2 Its 1* Q 1 LOT 71 0 1 56,385 SO. FT. 830 �a r 1.29 ACRES 33 , 90" I v 1 188 00" to ' I �- `2 0 oo 1 ' lC7 � m $� 3 Io ! 33 33 �'INPLATTED _LANDS_ I _ DESCRIPTION A parcel of land located in the SE 1 /4 of the SW 1 /4 NW 1 /4 01 Section 20, T29N 1Z l of section 17, and in the NE /4 of the - Croix describer] as follows: Commencing t the SE corner , of t 51 of Willow Wisconsin, Addition; thence S89059'50 "F. (assumed bearing �' Ridge 2nd 1i nH n � ,'.i c___. .__ �i'kYpyt3P"'k h'A:t9Fxm?e.... J ifk: 1:. hry •, . ' . r 'Y l x-v��� i�;teri:d Wisconsin Land nd .:ut ciu hc;rcl,y certify 0hal. l 1�•,..: 7»rvc:yed and n1.1pIm'd the above described property; that such plat is a trile anc, I Orrcct rc t,r :�c:ntntion of ticr t•�tcrior boundaries of the laird survcycd; and that I have dully coi;,plied with the provisions of Chapter 236.34 of the Wisc.otisin St�ltutcs, 111c -L ""' rlivis.io, Orilivance of St Croix County and the Subdivision Ordince of the Town of Hudson to the be of my professional knowledge, understanding and belief. `o t`�ttIcUriy'. � ay �S,GOFLs� 'rc•,. i JAMES E. ;,larncs k Rusch RUSCti s: ,:' isconsin Land Surveyor S -1376 421 Second Street Hudson. Hudson, Wisconsin 54016 v This map is hereby approved by the Town board of the Town of F lu UG� / Bi G4 6 �-� , . - rt. 1•J -� /IJ l Date T n Clerk This map is hereby approved by the C�ty,Council of t�e City of Hudson 5 Date City Clerk April 2, 1984 Surveyed for: Arnold Bertelsen St. Croix Heights Iiudson, WI 51016 CURVE DATA TABLE Curve Lot • Radius Central Lcngth Length Chord No. No. Angle Arc Cho3•d Bearim 1 --- 217.13' 23 99.22 98.55' S11029 73 6 0 42 1 54" 28.96' 28.9 S 3 0 2 1' 17 L 72 16 70.26' 70.02' S 14 °51'22 "E 2 130.51' 17 10'00" 128. 128.51' S 14 °25'00 "I: 72 1 0 40'52" 12.63' 12.63' S22 0 09 1 34 11 E 71 1529'08" 116.36' 116.00' SI303-1134 "E 9 .' ST C- 105 r SEPTIC TANK MAINTENANCE AGREEMENT o St. Croix County x 0 9 L-6 p 6r1_ '(AC OWNER /BUYERS � ROUTE /BOX NUMBER O `v -0 5,- Fire Number CITY /STATE LiP G PROPERTY LOCATION: � 1 14, 1 4, Sectio T c�L R ! W, Town of St. Croix County, Subdivision 1k), Lot number Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance con- sists of pumping out the septic tank every three years or sooner, if needed, by a licensed septic tank p2Tper. What you put into the system can affect the function of the septic tank as a treat- ment stage in the waste disposal system. St. Croix.County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their systems properly maintained. The property owner agrees to submit to St..Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper veri- fying that (1) the on -site wastewater disposal system is iifproper operating condition and (2) after inspection and pumping nec- essary), the septic tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. C I /WE, the undersigned, have read the above requirements and agree a to maintain the private sewage disposal system in accordance with ^ the standards set forth, herein, as set by the Wisconsin Depart- ment of Natural Resources. Certification form must be completed and returned to the St. Croix County Zoning Off:kpe within 30 days of the three year expiration date. r SIGNED C� DATE o� - 3 8-G St. Croix County Zoning Office P.O. Box 98- Hammond, WI 54015 715- 796 -2239 or 715 -425 -8363 Sign, date and return to above address. v y r �m��` cc m m w N � :E � a .off �•�,� w a o cc om 3 C ca c p A z � .. o cD C -moo o m v c m CD a 0 N � f to a o� w ° o�� c ao R o 0 ° w'cw aN �� .. »wpm ��'`<..� ?CDomM o .. X cc w n 3 -..c o c 3 o a Z� c�Qf =r w � w v, cM o -oa� 30 c .. �w 0) o < cD r to y'C �c'p v Nom ° —w �C Z r '0= CD C CL 9 m c�awcN C Z a l �m o a, � Z wA�� aw � :r o a m n 3 ; (1) N -� c °o Qv W 5 � °' CA °' ac a f CD C 171 � (D 3 06 !� Mm w �Q� — —1 i o 0 o r c � w w m ^ 0, m CD C ' - IN RI w — o w 3 a o (D r 12 3 i M. to O �i tc O p N 7 A N S C a . o >a M o a �c m =0 o 'v CL C > c c 3 a w c o 3 , w � 3 - a o CD -. 0 _ 0