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HomeMy WebLinkAbout026-1049-70-300 / T 0 J ° 0 v 8 i 2 % \ \ ° U) q & 2 P t e m ƒ w \ k/ R E E e k o § ^ to o ` k § § $ OR §I 5_ \ %! § ®' % CD \ 2 zl CA / § / �. § E R ■ Z / o ƒ o o 2 2 § ' § / c § ■ ■ ■ J § § ƒ 2 7 C, § ` ■ = 2 w 2 7 §�0 C / K ° D « \ D E , a CD _ cn § 2 / c ■ ■ I § 9 r 0 " . # � $ � � ) � k . � \ � CD § § f o ® $ 8I �2 Parcel #: 026- 1049 -70 -300 08/12/2005 04:54 PM PAGE 1 OF 1 Alt. Parcel #: 17.30.18.252B -20 026 - 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 SAM W & DIANE S THOMPSON O - THOMPSON, SAM W & DIANE S 1599 100TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1002 159TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 1.740 Plat: 1103 -CSM 14/3914 SEC 17 T30N R18W PT NW NW BEING CSM Block/Condo Bldg: LOT 2 14/3914 LOT 2 1.740AC EZ -U- 1406/215 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 17- 30N -18W NW NW Notes: Parcel History: Date Doc # Vol /Page Type 06/14/2001 648216 1659/383 WD 08/31/2000 629143 1539/164 WD 07/23/1997 11181419 QC 07/23/1997 766/40 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/22/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.740 28,700 124,900 153,600 NO Totals for 2005: General Property 1.740 28,700 124,900 153,600 Woodland 0.000 0 0 Totals for 2004: General Property 1.740 28,700 124,900 153,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 146 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 6 1 RONALD F. JOHNSON �D 8 -1186 A E Y' 6 2 B 24�� 3 • 30� wrap f rr� 4,Q 4O�, +s Iy �gN o G 2 7 230 ��• : »�` E R T I F� n� 6 V E Y MAP l- ocated in part of the Northwest (quarter o h Quarter of Section 17, Township 30 North, Range 18 We,I, [own of Richmond, St. Croix Coun [sconsin. Prepared for and at the request of. D a OWNER: John C. and Eileen Van Dyk � County Section Corner Monument 1591 100th Street of Record 4 New Richmond, N 54017 • Set 1" x 24" Iron Pipe weighing NOV _ 2 Drafted by. Ty R. Dodge a minimum of 1.13 pounds per linear foot. ST C77p, . • • • • • • • • • • • • •Denotes Building Setback Line S'�T` W b 3 (100' From R -O -W) -ra a N n —,y -*- Denotes Existing Fence Z �M UNPLATTED LANDS 0� 1 f j EXl'S71NG f) NQE 7YPlCAL X - *- -,W -,y N JF- �I�- E T� ►� S00'52'46 "E 830.07' — _� — v EA ST LINE OF THE NW 114 h LU Z D - , C 0 m v Cn Nl N N OF 7HE NW 114 O on CL -2 00 av n c� o ai j w { (s �0 CV dm CL IAJ > 1•- N i� 7 y ° k ¢ Z 0 U. y t� ty� MZ L-14 V c o E a ° >- 20 am 3 �-5N N O O J00 Q a� L O T 3 �z U w CL to > o [V 1 o vio Nl QQI�y�Ol ° v a I M W O O�� o Wh to CL_. o. \I 2 xWm Z I NN V o °'c z 31 I 2 O }z 1 4 N I I�Qq� ^WIpO U n o IW W I tn r (V { O I O QO41�D000 C a uI�N N W v j (n¢ al ���M wN OW >. W� '''Z N �I O� O mU ¢cn¢ 111 Z,� U�� a ° ao I { OI ? m cc i Z'k bj m O NO 434.72' N c, ° rn ofV 2 I �Q 2 Q Ulv V OhO O ♦ �Q Q p 0 O a W t0 0 Z F- � Q I ° m �-' 7'2 o S00'39" I - O z^'o 66.00' ♦�♦ o LOT 1 °° Qocn�o� a S09'3T29 "E 329.31' ♦ n w o ^� V in goo o '` o r 2 No :... �......`�. ' o N� pV 1 I • onrno of o 1� IN — S00'39 'E - , ° .� ;m`� • M -- 830.03' ------ ---- Mr°.g� 1 `o 1 1\ 329.31' i R -o-w _4 34.72' . _ _ — 10o1H A►7VUE N00'3T29 "W 1796. _. _3 _ _ 66.00' _ _ _ _ 434.72' o T2 N00'37'29 "W 830.03' °z¢i J' { - ----- N00'37'29 "W ---- 2626.82' - - -- +� { � 10 0 TH_3 3-TREEE T 4 JOINT DRIVEWAY EASEMENT UNPLATTED LANDS RESTRICTION: LOT 2 MUST , �I 14EST LINE OF THE NW 114 ACCESS AT LEAST 200 FEET WY JOB # A00080 zi ( I FROM THE CENTERLINE OF V I °I I 100TH STREET ON THE JOINT Prepared by 200 0 200 DRIVEWAY EASEMENT FOR A.& E POSSIBLE FUTURE TOWN ROAD a " LAND SURVEYING do CIVIL ENGINEERING EXTENSION. \� Phone No. (715) 246 -4319 GRAPHIC SCALE y v 109 East Third Street, P.O. Box 325 SCALE IN FEET: 1 inch = 200 feet 1 �tj New Richmond, WI 54017 BEARINGS ARE REFERENCED TO THE WEST LINE OF THE NW 1/4 OF SECTION 17, TOWNSHIP 30 N., RANGE 18 W. Sheet 1 of 2 WHICH IS ASSUMED TO BEAR N00'37'29 "W. 00 IV Vol.14 Page 3914 r Wisconsin Department of commerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 383822 Permit Holder's Name: ty []Village ❑ wn of: State Plan ID No.: ❑Ci S tock, Bill Richmond Township CST BM Elev. -- Insp. BM Elev.: BM Description: Parcel Tax No.: o r l ot , p/ u S 026- 1049 -70 -300 TANK INFORMATION ELE ATION DATA 1'1 - 3.0' (8, 1 !;; l - b - 2 - 0 TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic 2-4a O Benchmark Dosing Alt. BM Aeration Bldg. ewer r g• J - fie 96 - 3z Holding St Ht Inlet (o • S3 q$-, oq r TA SETBACK INFORMATION / Ht Outlet Icy TANKTO P/L WELL BLDG. Airi to ntake ROAD Dt Inlet ^ Air I Septic r --. NA Dt Bottom Dosing NA Header/ Man.' rte( � .30 �M Aeration NA Dist. Pipe o •ls r I Holding Bot. System • t 6 z.4a 2' S� / PUMP / SIPHON INFORMATION Final Grade N&At - ml;�44 M facturer Demand St cover �• 5� q� -34 Model ber GPM TDH Li ion S stem TDH Ft Loss ad Force ai n Length Dia. Dist. To well SOIL RPTION SYSTEM Z, JONK TRENCH Width Len th r o. Tr nches PIT No. Of Pits Inside Dia. Liquid Depth E t'o•sd DIMENSION SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING n re a r: _ Sa INFORMATION Type O ' f CHAMBER a Number: System: am" � 6 OR UNIT —fr Gs DISTRIBUTION SYSTEM Header / Mani q Distribution Pi s) x Hole Size x Hole Spacing Vent To Air Intake Lengthi Dia. h ia. Spacing 3 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 ❑ No []Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) � -) 5� vw t�•nS -�vu c o MSc a'^ • Inspection #1:04 IZ4 /-&( Inspection #2: Location: 1599 100th Street, New Richmon , I 54017 (NW 1/4 NW 1/4 17 T30N R1 8W) - 173018252B20 -Lot 2 1.) Alt BM Description= Lek S T 2.) Bldg sewer length= l� • o' - amount of cover — _ It 5' Plan revlskn re i Yes l No j Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. - 1 N O - Z lo aQ /SQ/g Sanitary Permit Application Safety & Buildings Division in accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO 1 7302 14sco p g PP Madison, \W[ 53707-730 of Oepertment 6r Commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)J stat owned. Attach com fete plans to the county copy only) for the system, on paper not less than 8 -1/2 x l 1 inches in size. State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number Co 0X- e - x 3 22 I. A lication Information - Please Print all Information Location: Property Owner Na t Property Location �l9�iK/t14, S 10,N, t I W Lot Number 13loci: Number Pro rty Owner Address 1 7(-1- - ( - / / - city, State Zip Code Phone Number Subdrvrsron Name or CSNt v.r.ih� 23 0 7 1T tn� 5�/ / 7 / �❑ City 6 2 1 II. Type of Building: (check one) village l5 1 or 2 Family Dwelling -No. of Bedrooms :_ Town ❑ Public /Commercial (describe use):_ ❑ State -Owned Nearest Road e ✓ ✓ O C� u ✓` f cD 0 Parcel Tax Number(s)a,�_— /e — rg zr III. T e of Permit: Check only one box on line A. Check box on line B if applicable) ❑ Addition to Zo A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5 P,xistin. System Sys cn S stem Tank Only Datc Issued B) Permit Number ❑ A Sanity Permit was previously issued IV. Type of PORT System: (Check all that apply) ❑ Sand Filter ❑ Constructed Wctland XNon- pressurized In- ground ❑ Mound • Pressurized In- ground ❑ Holding Tank ❑Single Pass ❑Drip Line • At-grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dis ersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final G ade Required Proposed Rate (GalsJday /sq. ft.) (MinJinch) / . VII. Tank Capacity in Total # of Manufacturer Prefab Site Steci Fiber- I Plastic Gallons Gallons Tanks Con- Con - glass Information crete structed New Existing Tanks Tanks El — " -� VIII. Responsibility Statement I, the undersigned, assume resl)onsibility for installation of the POWTS shown on the attached plans. Business Phone Number Plum s Name (print) Plumber' o stamps RS No. PI er's Address (Street, City, State, Zip Code) _ IX. County /Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater =Issued Issuing Agent Si aturc INo stamps) Approvrse S harge Fee) X. Conditions of Approval /Reasons for Disapproval: I PLOT PLAN �`l - 6 J`h Sf ADDRESS /�/cc �rc�ff�ton���� 5 � -- 1/4S /'I N/R w TOWN COUNTN* IVIPRS Byron Bird Jr. 220527 PRESSU DATE /� ^' 40 BEDROOM _l _ CONVENTIONAL >00( IN -GROUN RE CONVENTIONAL LIFT HOLDING TANK 1IOUN1) SEPTIC 'TANK SIZE ��6 O LII� t' 'L'AN'K SIZE DOSE TANK SIZE HOLDING. TANK SIZE LOAD RATE/, ABSORPTION AIZEA� # of chambers - I31i \CH9: :�UZK V.R.P. -r�� � /i ce c � /�ASSU�NIE ELEVATION 100' ❑ BOREHOLE' O WELL *H.R.t'. �V X //' �W Vent SYSTEM ELEVATION j �, 1 2" Sidewinder High of Cover Capacity Leaching " Chamber with 31.8 ftA2 per chamber 6' Lone 16 , Grade at System Elevation f �. b o f C J t- /., Viscori* Department of Commerce SOIL AND SITE EVALUATION page of 'Division of Safety and Buildings Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - P/e dta�l information Reviewed by Date Personal information you provide may be used rsecondary puWes (Privacy Law, s. 15.04 (1) (m)). _ 17 _?Ao Property Own Property Location Govt. Lot 1/4 1/4,S T N,R E (or)6 ',,, Property wner's Mailing Address 5 Lot # Block Subd. Name or CSM# City State Zip Code Phd41e' om. N ❑ City Q village Town Nearest Roa tj 1S j New Construction Use: Residential I74um15erof bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 1,,nQ_ gpd Recommended design loading rate _ bed, gpd/ft trench, gpd/ft Absorption area required _rd bed, ft2 ft 2 Maximum design loading rate �,� bed, gpd/H gpd/ft Recommended infiltration surface elevation(s) R=21 ft (as referred to site plan benchmark) Additional design /site considerations — Parent material / Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system JZ S ❑ U X S El ® S El 12S ❑ U ❑ S IOU ❑ S P9 U SOIL DESCRIPTION REPORT CIAO Boring Horizon Depth Dominant Color Mottles Structure GPD /ft 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench S r 5 Ground _ S Aj �elev. / Depth to - s — limiting S / — — factor Remarks: 'n # L1 - 3 Boring Ground 11 7 elev. ft ZT - - i Depth to limiting factor R marks: CST Nam (P ase in Sign lure Telephone No. Address Date CST Number J_,1� I �� 1 PROPERTY OWNER �` // �`—� SOIL DESCRIPTION REPORT M Page of 3 1 PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench - ? 19,19 1114 Ground 5 � elev. ft 1 ,10 _ ? Depth to _ Ab limiting ; factor Remarks: Boring # ENUM" 1 S' S� Ground _ _ elev. r Depth to limiting 42- ( e (p factor Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots P /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # .S' Ground elev. Me AV Depth to 4Z• o limiting 39 factor min, Remarks: Boring # . y t �S Ground _ - elev. Depth to limiting factor 7,W—in. Remarks: SBD -8330 (R.9/98) 1 7- T3 D.v x° / Br�J 5 y 8 a ✓,,,/ 1CJ.�.k:d �,l,Y/ �T�o o� /� �/,r:t% < 'aid • .� /�MD ✓� �,��,• /l'I ,cfv? ��`Oi° ��,�.e d°S� - ��! ice, 9 ' i� f yi 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 83 _LK Number of Bedrooms Design Flow - Peak (gpd) &o Estimated Flow - Average (gpd) Septic Tank Capacity (gal) u Soil Absorption Component Size (ftz) Z- I-, J64 r Type of Wastewater D mestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) s z z Maximum Influent Particle Size (in) 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 tWh e tic tank an ou�filte hall be assess d at least once every 3 years by inspection. ou et filte shall be cleaned as sen sce as to ensur p roper operatio The filter cartridge s 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 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 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 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 ,r i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSH P CERTIFICATION FORM Owncr /Buyer Mailing Address _Property Address ,tom j,Jjl (Verification required from Planning Department for new construction) City /State k vw�lr� �� � �afrcel Identification Number LE GAL DESCRIPTION p' �f Property Location �"' '/4, /" "'' '/4, Sec. �, T —)O -R la W, Town of Subdivision , Lot # Certified Survey Map # a`L7 o�3t� , Volume ��Z , Page # 3 9/L Warranty Deed # l2 y� , Volume 15 } , Page # Spec house- yes O no Lot lines identifiable byes 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 systern can affect the function of the septic tank as a treatment stage in the .vaste 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,jourrucyman 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. Pvve, the undersigned have read the above requirements and agice 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 ;0 days of the three yea ex it Lion (laic. /2 SIGNATURE. Oi' APPLICANT DAT OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. 1 (we) am (are) the owner(s) of the property describe ab by trtue of ii warranty deed recorded in Register of Deeds Office, SIGNA'T'URE OF APPLICANT DAT * * * * ** 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 i . � voi_ S'rATE BAR OF WISCONSIN FORM 2 - 1999 629143 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between John C. Van Dyk and Eileen K. RECEIVED FOR RECORD Van Dyk, husband and wife, 08 -31 -2000 2:30 PM WARRANTY DEED Grantor, and William B. Stock and Ro Stock, husband and EXEMPT # CERT COPY FEE: wife, COPY FEE: TRANSFER FEE: 186.00 RECORDING FEE: 10.00 PAGES: 1 Grantee. 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): Recording Area Lot 2 and 3 of Certified Survey Map filed July 28, 2000, in Vol. 14, Page Name and Retu i Addre s 3914, as Document No. 627230, located in part of NW1 /4 of NW 1/4 of E,&A:A^a �� Section 17, Township 30 North, Range 18 West, Town of Richmond, St. qc s 5 (— Croix County, Wisconsin. c �.� eft t,J r_ 46 ,4Ot (,o t. 3 00 26- 1049 -70 -100 Parcel Identification Number (PIN) This is not homestead property. CK) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of August 2000 * • Jo Van Dyk * Eileen K. Van Dyk AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ■ • o \ ) ss. . PH N County ) authenticated this d TARY PUBLIC Personally came before me this day of August 1 2000 the above named John C. Van Dyk and Eileen K. Van Dyk, husband and wife, * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) oe THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisc sin Hudson, Wl 54016 My Commission is perman n . (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) /0 62 ) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals c ompany, Fond du Lac, Wl WARRANTY DEED STATE BAR OF WISCONSIN 800 -655 -2021 FORM No. 2 - 1999 l RONALD F. JOHNSON 8-1 ISO ���� . AMERY. �d w's..,�' o � •.'• 6 J � ��� w� 3 t, i p SUR`t�� X%.I G27230 �••=.I RTIF VEY MAP Located in part of the Northwest Quarter n h Quarter of Section 17, Township 30 North, Range 18 Wenl, low" of Richmond, St. Croix Coun Mconnirl. Prepared for and at the request of: OWNER: LECEM John C. and Eileen Van Dyk ij� County Section Corner Monument 1591 100th Street of Record New Richmond, WI 54017 • Set 1" x 24" Iron Pipe weighing Drafted by. Ty R. Dodge a minimum of 1.13 pounds per linear foot. • • • • • • . • . • • • • .Denotes Building Setback Line (100' From R -O -W) r — x— -m- Denotes Existing Fence \4 j UNPLATTED LANDS + 00 ! !!! ! V1� fMST1NG FEriIQE,IN'IGIL o k I lh -,1� -- --- ,Y— JF --. �F- - -t�-- 1t- -�K- -iF - ,K —X -1E �1- • -�(-X JIB-- �f- -ir✓ -if k V L) N S00"52'46 "E 830.07' 14 E'/IST LINE OF THE NW 114 W L o m c'n I N N OF THE NW 1/4 '`� O U n� Cn L) ��C v cam t'� w I 02 � a ' w IY" V N C C O k ZZ ZW� Q 0 L- dE �� v mz o E fn ;E n 0 3 o N m o °t-° - to Jv a �� 4 LOT 3rW 13 rj C 0) :• as o I (4 woo 1;0 O f0 1, 2 S1 v U N I a 0 a i J O vi O C3 o e C1i °..o a \; U Q X in r03 � z ��� af U m �nl.. p Ui �} 1 1 �j g tjQWf��C E c a> o I i M 2 ti F - ,, o w ►7 v a o me z 1 ► Z N o> z ►. �• -c., U c t]IWw f' �po cV c rn ° 1 l� 0 h i r W U Z 0 iWn " to M a 1 C a F 4 � 0 ►7 .W O > CflU ¢N4 J A �t ° o %-0 zI WM N I o'O at 0 0: I O m o �I 2m r,y�ti F. F- ¢ a o I 1 4 -m C � I �W ON '� w 2 o i zi O �_ N00'37'29 "W 434.72' v y k tA .-, °a3 d 2 I b oa `�� 3 Nv�� 3 11�il �� ' i O ^ �h ~ j O o o W N t D �i CIO Z C) Y OIJ ® 1 1 t j `� '' ' ' S003729 "E_ �o N N ao 66.00' N o Cl i ; LOT 1 min eoc- , rr Q S00'37'29 "E 329.31' ui w O n (n to V (6 oWorr LOT 2 Noo 1 0 4 .............. �o oz .................. .. y � 1 "iN— S00'37'29 "E - a ° r--�- 830.03'----- - - - - - 1 y n ri z co ri 1\ 329.31' M I ,'� i R -a-W 434.72' } � C TOOTH AVEN N00'37'29 "W 1796. - 329.31' 66.00' 434.72' ;R —� �� - - - -- -- -_. —.r - - - - -- — - -- i in NOO'37'29 "W 830.03' Qi i 3i ----- N00'37'29 "W- - -- 2626.82' - - -- �� W off ,; 10 01N -8 TREE T 1 I �i UNPLATTED LANDS JOINT DRIVEWAY EASEMENT RESTRICTION: LOT 2 MUST ai 1 { NEST LINE OF THE NW 114 ACCESS AT LEAST 200 FEET W JOB # AOOOBO zi I I FROM THE CENTERLINE OF 2 0 % �I 1 100TH TREET ON THE JOINT Prepared by. �1 200 0 200 DRIVEWAY EASEMENT FOR A.& E POSSIBLE FUTURE TOWN ROAD �^ r LAND SURVEYING do CIVIL ENGINEERING GRAPHIC SCALE Phone No. (715) 246 -4319 SCALE IN FEET: 1 inch = 200 feet fn � at 109 Third Street, P.O. 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