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HomeMy WebLinkAbout026-1020-30-000 ~ 4 e I J o CD ' N L O c C / I Ci • C �' i y O co L N O C N U ci o 7 ° (D 3 > E E < a c U R N Q) IN An X O Z O C I 0 O O z M Cl) m R co F- Z y N O o z g c m '. 7 V1 F- r m o W Y y z C co E — y -° L 7 € E ce ^�/ N O N = U N ` O •� ° CD H O O a c Ua c O Z c Z w o z N N c E E N w _ Y C d = �l (n o ff« 61 d c ° o 1� N j L O C O G O a E C N a O Z o o O ° o E cr NN o N o o o ca J U 3 0 o z y N N LO Z O Cl O 00 ft\ I c a v Q I A W u 0 7 w �i O N N 0 N C y m j co O . O r �' N C C V p p I� N C N N it 'a Q' N C R C C N C C N N` I - e O E Y N V1 N-0 (n `. ' co U co 0 O C N g O 0 0 U` co O Z Z `d (n I t� = E I E ..r CL •V i d �`. rr I� 4.0 E V •C C w C �1 A ciao '0 cou I Parcel #: 026- 1020 -30 -000 02/13/2006 11:37 AM PAGE 1 OF 1 Alt. Parcel #: 6.30.18.72B 026 - TOWN OF RICHMOND Current X_ 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 RAYMOND J & JOAN M GARSKE O - GARSKE, RAYMOND J & JOAN M 1779 95TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ` 1779 95TH ST SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 1.000 Plat: N/A -NOT AVAILABLE SEC 6 T30N R18W 1A IN NW NE COM 675.1'S Block/Condo Bldg: OF N 1/4 COR S1 DEG E 220'S 34DEG E 203.6'W 3.42' TO POB; E 274.63'S Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 208.71'W 153.43' TH N23DEG W 15.14' NW 06- 30N -18W 226.73' POB (ADD'L HISTORY 830/572) Notes: Parcel History: Date Doc # Vol /Page Type 05/31/2001 646952 1650/02 WD 07/23/1997 1084/412 WD 07/23/1997 966/528 07/23/1997 866/342 more 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 95446 172,100 Valuations: Last Changed: 06/30/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 40,500 107,100 147,600 NO Totals for 2005: General Property 1.000 40,500 107,100 147,600 Woodland 0.000 0 0 Totals for 2004: General Property 1.000 40,500 107,100 147,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 123 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wi.�ns Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Saf 1 and•Building Division INSPECTION REPORT Sanitary Permit No: 395129 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. — Permit Holder's Name: Village X Township Parcel Tax No: Garske, Ray City Richmond Township 026- 1020 - 30-000 CST BM E ev: Insp. BM Elev: BM Descri tion: 06 /C O TANK INFORMATION EVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic O� Benchmark Do ing Alt. BM Aeration Bldg. Sewer - Holding eit Inlet TANK SETBACK INFORMATION Ht Outlet , Q TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic � O � / C / QjBoftom Dosing J Header /Man. Aeration Dist. Pipe Holding Bot. System l V u PUMP /SIPHON INFORMATION Final Grade 3a (..2 L 11 anufacturer Demand St Cover PM Model Number 9� TD H Lift Friction Loss Head TDH F 5prCemain Length Dia. Dist. to Well SOIL ORPTION SYSTEM 14 BED/jRENqH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM S ? 7 / / L SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM G Man fa re INFORMATION SHAURER OR Type Of System: } t �� / �� UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold [� Distribution �j x Hole Size x Hole Spacing Vent to Air Intake L Dia / I i l_engi s h / Dia -- Spacing (' E 4 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ® Yes [g] No ❑ Yes ❑ NO COMMENTS: (include code discrepencies, persons present, etc.) Inspection #1: - Z 1< \ Inspection #2: --� -_ Location: 1779 95TH Street New Richmond, WI 54017 (NW 1/4 NE 1/4 T30N RI 8W) NA Lot / Parcel No: 06.30.18.72B 1.) Alt BM Description = i,'4 /00a 2.) Bldg sewer length - r , ( / / p - amount of cover = - S� Pie � Sic �i s1/� r6�h Cc 4d S �°C Of ✓�°ri ye a 3�oW str vaJZ'a. Pipe ins Al(,e / %a d.'s Plan Required? x, Yes No Use other side for additional informs ion. Date Insepctor's Signature S Cert. No. sr SBD -6710 R.3/97 � L. rQC -ewccQ cam. — 'F/�:� ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the � reside ce located at: Sec. �� T R 6 W, Town of �;� I St. Croix County, Wisconsin. Upon inspection, I certify that I have found the tank and baffles to be in good condition, and it appears to be functioning properly. Last time serviced Did flow back occur from absorption system? Yes No (if no, skip next line. Approximate volume or length of time: gallons minutes Capacity: ZnO4 Construction: Prefab Concrete a( Steel Other Manufacturer (if known) : Age of T nk (if known) : ( igna ure) — ( - NUE61 Please Print �-/ (Title) (License Number) (Date) Form to be completed by licensed plumber (s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Plumber (applying for sanitary permit) Certification: In accepting the above statement regarding existing septic tank condition, I certify that the tank, to the best of my knowledge, will conform to the requirements of ILHR 83, Wis. Adm. Code (except for ' spection opening over outlet baffl Name Signature MP /MPRS ��� Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 NVisconsi Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(l)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County Late Sanitary ermif umber •• "13.Check if revision to previous application State Plan I. D. Number _ 1 S71 a 9' I. Application Information - Please Print all inform on Location: o 19 IZ Property Own ame f Ct- j� Property Location AIL 114 1/4, S T ,N, (or Property OWnSOO Mailing Addre s 6 ' t Number Block Number C W S� Gs'3C]l City, fate Zip Cod < ' ICE etc umber Subdivision Name or CSM Number 20%HGO� r. II. Type of Building: (check one) ❑ City ]9 1 or 2 Family Dwelling - No. of Bedrooms: ---�" ❑ Village ❑Public /Commercial (describe use):_ Town of ❑ State -Owned Nearest Ro d Z / K Z 5-' /i S arcel Tax Number(s III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) '? _ — Z 3 — oc l 0 A) 1. ❑ New 2. Jid Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) UNon- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: ,pa 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inchy Elevation EEO x,33 3 .5 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ o ' 1000 ( VIII. Responsibility Statement I, the u dersigned, assume responsibility for installa on of the POWTS shown on the attached plans. Plum er's :ame rind Plumb e 's Si MP/MPRS No. Business Phone Number 2 lu ber Add (treet, City, State, Zip Code) ' IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issui g Agent Signature (No stamps) ' LApproved ❑ Owner Given Initial Adverse Surcharge Fee) ap Determination 4 Z ZS. 7 2-ft X. Conditions of Approval /Reasons for Disapproval: SY _ I1 �� S 1 6ed� 4-1 c... .J Vi ��► to Cl �-R� , �.�.�- 6- 1%,CU4 > 4 00 c ��t CMCea - Sa ( 12- n oar w , �t 1� . SBD -6398 (R. 07/00) It- 3 �s I�9 '75� 7 s� 7 C�npN.o ) i l-- 7 n - 126. _ V Department of Commerce SOIL EVALUATION REPORT Page I/of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code j 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. o Please print all information. Re iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1 Property Owner Property Location Govt. Lot ) 1/4 - 1/4 S T3� N R E (orm-./ Property Owner's Mailing Address Lot # Block Subd. Name or rc City Sta7 Zip Code Phone Number El City E] Village [Z Town Nearest Road .) u l Lz 7 ❑ New Construction User Residential / Number of bedrooms Code derived design flow rate GPD 0 Replacement ❑ Public or commercial - Describe: Parent material f Flood Plain elevation if applicable ft. General comments and recommendations: Boring # Boring ® Pit Ground surface elev.-9Z, ft. Depth to limiting factor 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 I *Eff#2 50 11 3 •Y t. z. �{ T '. Boring # ❑ Boring Pit Ground surface eiev. ft. Depth to limiting factor 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 - 7 z! -b S� -� �•Y bz• * Efflue t #1 = BOD > 30 < 220 mg /L and TSS >30 _< 150 mg /L ffluent # = BOD < 30 mg/L and TSS < 30 mg /L CST Name PI se Pri ) Signature CST Number Address Date Evaluatio Conducted Telephone Number SBD -8330 (1107 /00) I 1 Property Owner Z 1'�M14�L/_slrr_'� Parcel ID # ?101 Page 1�2of _ Boring # ❑Boring -� Pit Ground surface elev. ft. Depth to limiting factor G5 in. r 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 a Gj Al i z8, tr K- g 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 Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 � 93•bo� ❑ Boring ❑ Boring # El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 * Effluent #1 = BOD s > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L — — The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) ����. ,�/�.��' ; __ _ ��� _:mil s <c G __ y".3�.✓- x'i�� _ /c� .75 . c.biLnJb r �5�/7. -9 _ - - 117i8' il , . Ac onsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County J Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). -Z I Property Owner Property Location Govt. Lot 1 /4 _ 114 S T3p N R E (or 1Nj Property Owner's Mailing Address Lot # Block 1 Subd. Name ors City Stat Zip Code Phone Number ❑ City ❑ Village [g Town Nearest Road ( %S) }� ❑ New Construction User Residential / Number of bedrooms Code derived design flow rate �_� ©� GPD J 3 Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: E] 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 11Z 4 7d 12 Boring # ❑q Boring (g 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 1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 4 * Efflue #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L ffluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name PI se Pri ) Signature CST Number Address Date Eva Iuatio Conducted Telephone Number i SBD -8330 (R07 /00) Property Owner ✓/ice Z.,14 T Parcel ID # 41 - - hLW6 Page of _ Fil Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor 25 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 r ,c - Al 14 F-1 Boring # F] 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 F-1 Boring # ❑ Boring El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L 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) I L , , , d ' $1 117, , �. is __ _ _ _ _ __ _ __ 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 Specifications Sanitary Permit Number 9 21 Number of Bedrooms Design Flow - Peak (gpd) 3av Estimated Flow - Average (gpd) CM Septic Tank Capacity (gal) Soil Absorption Component Size (ft) 333. 3 z Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) 3`f3 �- Maximum Influent Particle Size (in) V 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 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, Stats. 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. T o let filte shall be cleaned as necessa to ensure prop��� tiQn The filter cartridge s of be oved unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component 9 p p P filter is equipped with an alarm, the filter shall be serviced if 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 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 I 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 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 three years. The inspection shall include recording the levels of ponding, if any, in 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 absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or 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. 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. 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM d Owner/Buyer "d l^ J j Mailing Address `'� 9 e Prop erty Address A e LtJ (C111t1GY (�� (Verification required from Planning eD partment for new construction) City /State &) Parcel Identification Number LE GAL DESCRIPTION Property Location . /i, '/4, Sec. �, T N -R W, Town of Subdivision , Lot # Certified Survey Map # / / , Volume , Page # // Warranty Deed,# C0 Y � - ��J c� , Volume _ 63�O Page # ©c Spec house p yes Grno Lot lines identifiable Oyes O 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 property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposaI 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 hat our g y septic stem has been maintained P Y must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. 4 SI 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 owneri(s) of the z erty described above, by virtue of a warranty deed recorded in Register of Deeds Office. .Y/ G/ 51 WTU RE OF ICANT 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 VOL 16501 STATE BAR OP WISCONSIN FORM 999 646 952 KATHLEEN H. WALSH WARRANTY DEED Document Number REGISTER OF DEEDS Sr. CROIX CO., WI This Deed, made between Deland J . Richter and Andrea L. RECEIVED FOR RECORD Ric hter, husband and wife, — 05 -31 -2001 10:30 AM — —" --- - - °_ -- YARRANTY GEED Grantor, and R ond J. Garske and Joan M. Gar ske, husband a nd EXEMPT wife, aym II — CERT COPY FEE: - - - --- COPY FEE: -- TRANSFER FEE: 337.20 RECORDING FEE: 12.00 _ .__- - - - - -- - Grantee. PAGES: -- -- — -- -- — 2 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix _ _ County, State of Wisconsin (if more space is needed, please attach addendum): (See Attached Exhibit "A ") Recording Area Name and Return Address �r 9aL i3� M 026- 1020 -30 Parcel Identification Number (PIN) This is homestead property. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. M Dated this ?0 Q day of May 2001 Deland J. Richter Andrea L. Richter AUTHENTICATION ACKNOWLEDGMENT Signature(s) 17 a - -_ 1. 12 r 'C! {¢ STATE OF WISCONSIN ) St. Croix County ) authenticated this f Y Personally came before me this _ day of ---.----- May ___ 2001 the above named A) / ' C��Tt L� YU n Deland J. Richter an Andrea L. Richter, _ hu sband and wife, — TITLE: MEMBER STATE BAR OF WISCONSIN — (If not, to me known to be the person(s) who executed the foregoing —_-_ -- — authorized by $ 7066.. 06, Wis. Stets ) -- -- instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristine Ogland — Hudson, WI 54016 — " — '— — Notary Public, State of Wisconsin - - -- My Commission is permanent. (If not, state expiration date- (Signatures may be authenticated or acknowledged. Both are not necessary.) • Names of persons signing in any capacity must be typed or printed below their signature. Information Proles —nals compan Fond du Lac, wi WARRANTY DEED STATE, BAR OF WISCONSIN 8OD 655.2021 FORM No. 2 - 1999 VOL 1050PA, EXHIBIT " A " PART OF THE NW Y. OF NE X OF SECTION 6, TOWNSHIP 30 NORTH, RANGE 18 WEST, ST. CROIX COUNTY, WISCONSIN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH Y. CORNER OF SAID SECTION 6; THENCE SOUTH 675.10 FEET ALONG THE WEST LINE OF NE Y. OF SAID SECTION 6; THENCE $01 °42'00'E 220 FEET; THENCE S34 °42'00 "E 203.60 FEET; THENCE N89 3.42 FEET TO THE POINT OF BEGINNING; THENCE S89 °07'00 "E 274.63 FEET; THENCE 600 °53'00"W 208.71 FEET; THENCE N89 0 07'00'W 153.43 FEET; THENCE N23 15.14 FEET; THENCE NWLY ALONG A CURVED LINE CONCAVE SWLY HAVING A RADIUS OF 1041.74 FEET AND A LONG CHORD BEARING N29 AN ARC DISTANCE OF 226.73 FEET TO THE POINT OF BEGINNING. ' TRUNK 320.14' LOT 2 �.� . 1' 791 �� 3 a 1545/169 LOT 1 C w C.S.W v. 2, pg. — - - - -- --- - - - - -- 72F- 72E 1' 428.15' 836.76 7z" � W 1 4 -NE 114 1 1 1/4 LOT 3 CA i m ca 72D o? 1 o i 72G j Q �S, oLSe 1 r 'I 1 I1 ' ►� 1 4F36.68' D 446.12' 1 m 1 L—ZZL 72C a 1 cn lo 274.63' LOT 4 riva 50 c1cl 72H 153. k►� 1322'$1 43` ' 117.18 -I i 832.06' 736 Z c4 4 I 380 I 1108 /444 I \ 73 A - 10 M I d' I V 1 4 �.- SW1 4 -NE1 � I � � 4