Loading...
HomeMy WebLinkAbout030-2066-30-000 n y p ',I 3 v n d c I �� f d o ID C) CD a m ' m ` 1 rr I Cl) g T 7 y z O w=! U) W O tr OD cn C.0 • � d. < <, c A w Q i--i Cn A W Q 7 7 m y 0 O O N p 3 an w? m O a) 0 1 N N N m Ot N fl1 y a (p ° ° °O ° O W W A• 3 N C C o 0 0 p rc) (7 N _ O O ... (D a ay m m (� I� d ID N N 3° W _w w O_ O_ (D 01 W tD �Y Z 0 0 0 N N N (CD O D o N 0 c ly ic c y II � 1: 3 . y . � !' o z `may o m O p o ? _ m 'i F m (o n K y Cn 'I O Z A o o z 5 z O o o D 0 N 0) N 3 N � CD O (D �Nl • M O O m lV 7 CD m = C 3 N n a N m d c6 1 y N c 7 A z 3 w a O < O Ot CL z C 0 N O N z m 4) W (n =r D (� y a COO O mm 0 m ° ° O 3 c O 0 0 0 w N 3 L a2c d a o m - y am y N fi O R a0 >> C O O Ot ID N (D a O cfl y A D) N S. n a m aA Q, m (D d 'C O v N ti 7 N O CD �. N m (Q 03 ti _ co 00 �. D o A C 0 O � y Wisoo N peparpr�ent Corrwr�eroe PRIVATE SEWAGE SYSTEM �*� � �� C ounty: INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary PermitNo.: Peaonsl kMomiadon you provice may be used for secondary purposes (Privacy law. 9.15.04 (1x m)l. 384173 mK s Name: 0 City Village Town o : State Plan 10 No.: St. Joseph Towns hi Insp. BM Elev.: BM Description: Parcel Tax No.: . Go O r CO . o T fA l TANK INFORMATION ELEVATION DATA 35, 30 ;M (0081) TYPE MANUFACTURER CAPACITY STATION 5 "4 S H1 FS ELEV. Septic Benchmark S, — los' •� Dosing _ Alt. BM Aeration Bldg. Sewer 12 1V Holding ; St /Ht Inlet 12 (2 lilt TANK INFORMATION St /Ht Outlet 13 (S (3� TANK TO P / L WELL BLDG. ve nttooke ROAD Ot Inlet Septic r -� 3 r NA Dt Bottom Dosing NA Header/ Man. i3.(,4 13- 8 4! Aeration NA Dist Pipe 13.1 13 $ ; yv� q / rs r r 1 1I Holding Bot System ! y , Sq PUMP/ SIPHON INFORMATION Final Grade , t O 7 r,- Y1 r nufacturer , . - ° Deman � 11,19 St cover-- M Number a GPM (` TDH Friction S tem TDH t LOSS r!o cemai n I Len �owell SOIL ABSORPTION SYSTE S y MD EN Width 2 � L , th r �� No 2f Trenches PIT No. Of Pits Inside Dia. liquid Depth SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Ma re M. INFORMATION ype r CHAMBER M a Num er: System: l dvW , ,2 O t I -> 200 OR UNIT i " DISTRIBUTION SYSTEM Header / Mani of 4 a Distribution Pipes t x Hole Size x Ho a Spacing Vent To Air Intake Length / ��! Dia. z Spacing — (- 3a r 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 CO M�� M ENTS: (Indu a code discrepancies, persons present, etc.) vu Co,�S '� r a& r42c� 40Z , . Inspection #1: k2f / O( Inspection #2: Location: 163 -A Riverview Acres Rd., Hudson, WI 54016 ( 35 T30N 20W) - 353020608D Riverview Acres -Lot 5 3) 70" a UA-.` MX C 1.) Alt BM Description ="I jQ ` �^ Q 6.1 '^"` e � 2.) Bldg sewer length = H �a��_L�_� - amount of cover = 3�O +-"�, (Net- s ..hod ve Plan revision r eq uir ed? ❑ Yes 0§ No 1 Use other side for additional information. Cent. No. 580.6710 (fi."7) Date Inspector's Signature �- I I� t �4 Nr F t 1 r �� I �° �� �. Q # IG3— A �A Sanitary Permit Application Safety & Buildings Division • In accord with Comm 83.21, Wis. Adm. Code A� 9�' 201 W. Washington Ave. �� See reverse side for instructions for completing this application PO Box 7302 seonsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 [Privacy Law, s. l 5,04(I)(m)} (Submit Department of Commerce Submit com leted form to county if not T ___ state owned.) Attach com lete plans (to the count copy only) for the s rm'_t i a er :notiess than 8 -1/2 x 11 inches in size. County ( G�U t State S i t mber ❑ Ch ` R {h vision to previous appli viion State Pl Number G ym \ er 1 V I. Application Information - Please Print all Information -' I PE 11. U Location: Property Owner Name r Pro ert Location 3 Go i A AJ WR/USO/v `? r— I/a I /a. s S T,3'() N, RX or) Property Owner's Mailing Address ST CRUX [ - 7 - Lot Number Block Number 7,,?/ UO O-S 6 )1 70 M NG OF F ICE City, State Zip Code P�Itione Number % Subdivision Name or CSM Number 1 oN l� L s �d� ��__ _.` 3 (� I I� r 2VElitj U2ES II Type of Building: (check one) / ❑City 4 1 or 2 Family Dwelling — No. of Bedrooms: — Pjillage ❑ Public /Commercial (describe use): IffTown of Q State -owned 'S T �OS�PN III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road 09 vF4Ll/ -W /�GR� s A) 1. ®'New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existin S stem 9C (Q4_- B) Permit Number Date Issued // ❑ A Sanitary Permit was previously issued .3 L)S I Type of POWT System: (Check all that apply) C <n- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ t ier bit Tre ment Unit ❑ R trc lating ❑ 0 her: V Dispersal/Treatment Area Information: I. Design Flow (gpd) 2. DispersalAre&-jj 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade r, Required 6 Proposed $ Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation C ( �� �e� � � a� r �V qy, J 4 VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks ❑ ❑ ❑ 5fr A ce.w 1S ❑ 0& oo ��a0 I FiS�d� ❑ ❑ ❑ ❑ Cl VII Responsibility Statement I, the undersigned, assume res on lbitity for installation of the POWTS shown on the attached plans. Plumber's Name (print) P41u tier's nature (no s): MP/MPRS No. Business P Nu e PNIC46k0 P FVEnJsory 7�S - �a Plumber's Address (Street, City, State, Zip Code) rV4_A )S6n_) P2 _Uft(91h ) 0 Z1/ / SCCCA_)0 Si , Qtr/'T )4L)OSOti 1J_T VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Is ing Agent Si ature (No stamps) IS( Approved ❑ Owner Given Initial Adverse Surc a Fee) f' c Determination 2 2 l IX. Conditions of Approval /Reasons for Disapproval: ©� � w�a%� 6.� �s�� �-►� e�c.�.. � .2�.e- �. , `�„� lo.e -- �:.fu°� I li z i s pk, ►� rQe e �s . SBD -6398 (R. 07/00) 1362 Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and Parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 030 - 2066 -30 -000, ID #35.30.20.608D Please print all information. Reviewed B pate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1 3 Zoo Property Owner Property Location Dean Hanson C/O Dion Hanson Govt. Lot 3 1/4 19 S 35 T 30 NR 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 721 Crosby Drive 5 CSM Vol. 1. Pg. 134 City State Zip Code Phone Number City j Village jA Town Nearest Road Hudson WI 54016 1 715 - 386 - 7053 St.Joseph I RiverviewAcr i9 New Construction Use: 16 Residential / Number of bedrooms 4 Code derived design flow rate 08 GPD Replacement Public or commercial - Describe: R Parent material Glacial outwash Flood plain elevation, if "��`►r v ; General comments ?R�t and recommendations. Recommend installing 2 trenches at 3'x 93.75', using 30 high capacity sidewinder i for cpVA& �t system elev. = 90.70'. ST CX # " Boring "'. 7Ot`11NG F1 Pit Ground Surface elev. 94.54 ft. Depth to limiting factor >90" in 1'• ;Scpl Ap�liration Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 6P Ift' *E 1 0 -13 10yt3/2 none sl 2fsbk mfr as 2f 0.5 0.9 2 13 -26 10yr5/4 none sicl 2fsbk mfr aw 1f 0.4 0.6 3 26 -38 10yr4/4 none gr. sl 2msbk mfr cw - 0.5 0.9 4 38 -90 10yr4 /4 none gr. Is 1csbk ml - - 0.7 1.2 Horizon #4 consists of 15% gravel and COMM. F Y I Boring # Boring Id Pit Ground Surface elev, 94.71 ft. Depth to limiting factor >87 11 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0 -12 10yr3/2 none sl 2fsbk mfr as 2f,1m 0.5 0.9 2 12 -26 10yr5/4 none sil 2 f s bk mfr a 1fm 0.5 0.8 3 26-40 10yr4/4 none gr. sl 2msbk mfr cw - 0.5 0.9 4 40 -87 10yr4/4 none gr.Is 1csbk ml - - 0.7 1.2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS > < 150 mg/1 * Effluent #2 = BOD <_30 mg/L and TSS <.�0 mg/L CST Name (Please Print) Sign ure: CST Number James K. Thompson 3602 Address A.C.E. Sal 8 Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 2/28/01 715- 248 -7767 property owner Dean Hanson C/O Dion Hanson Parcel ID # 030 - 2066 -30 -000, ID# Page _ 2 of 3 # Boring - Pit Ground Surface elev. 95.57 ft. Depth to limiting factor >97 " in. Spy{ Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 *Eff#1 *Eff#2 1 0 - 10yr none sl 2fsbk mfr as 2f,lm 0.5 0.9 2 9 -24 10yr5 /4 none sil 2fsbk mfr aw 1fm 0.5 0.8 3 24 -33 10yr4/4 none gr. sl 2msbk mfr cw - 0.5 0.9 4 33 -97 10yr4/4 non gr. Is 1csbk ml - - 0.7 1.2 9 jo s8 -q"f q,.,,� f Horizon #4 consists of 20% gravel and cobbles. Clay skins evident on faces of individual sand grains and gravel. a jB • ng # Boring �"! Pit Ground Surface elev. 96.18 ft. Depth to limiting factor > 102" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : *Eff#1 *Eff#2 1 0 -12 10yr3/2 none sl 2fsbk mfr as 2f 0.5 0.9 2 12 -28 10yr5/4 none Sid 2fsbk mfr aw 1 f 0.4 0.6 3 28 -36 10yr4/4 none gr. sl 2msbk mfr cw - 0.5 0.9 4 36 - 102 10yr4/4 none gr.Is 1csbk ml - - 0.7 1.2 C) Horizon #4 consists of 20% gravel and cobbles. F 5- 1 Boring # A Boring Pit Ground Surface elev. 96.24 ft. Depth to limiting factor >95" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW *Eff#1 *Eff#2 1 0 -13 10yr3/2 none sl 2fsbk mfr as 2f,lmc 0.5 0.9 2 13 -31 10yr5/4 none sicl 2fsbk mfr aw 1fm 0.4 0.6 3 31-40 10yr4/4 none gr. sl 2msbk mfr cw - 0.5 0.9 4 40 -95 10yr4/4 none gr.Is 1 csbk ml - - 0.7 1.2 Horizon #4 consists of 15% gravel and cobbles. * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD S 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 devartment at 608 - 266 -3151 or TTY 608- 264 -8777. J ■ Sol ob e r'd a.6o.-7 P,.t- s+ee Q Or- /oca- a. $2 ■ �a el wear, su, �Orap. Acres /D� SO� lQ ✓eril," J AI—d6, IDA P $� ey e? i20ad �vt • / 3 T. o{ -'Y- . joseP/, B3 1 Oc C. 357 ,30. zo. G06 Z No-�u� ■ � y >r,° ° W� � 0 •D' wt LC 5a / ✓in ■ C° ''t� ntt�fiborir,� /'eS�dcnce By 4... 3' bu;�td; sac = 9G.1z' `�- 3 Mor e, P o {,rnet j oss $51 S° k /36 2 y 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 3 Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size (ft) c 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) SM 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 the se f and outlet filter shall be assessed at least once every 3 years by inspection. The utlet a s hall be cleaned as necessary to ensure roper operation. The filter cartridge should not be removed unless provisions are made to re am so i sin 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 components 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. component should be avoided particularly the soil absorption com p Traffic around or over p p 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 In general, soil compaction over this i until weather conditions improve. p impossible to repair u P p P 9 dispersal component will reduce diffusion of oxygen into the s oil and p ersal cell which may lead to more intense, and earlier, organic clogging of the soil. 2 I 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 owner/Buyer D l D to / , Z4A Mailing Address Property Address i Ve— r V ) le LA.) P c re- S OQ (Verification required from Planning Department for new construction) 1 2 , 3 City /State 3 _ Parcel Identification Number LEGAL DESCRIPTION c,ovT / - r 3 � � > U � V4 Property Location , /<, Sec. 5 T 3� N -R � W, Town of Subdivision R 1 L/ 15/ / LV p G a,55 , Lot # S Certified Survey Map # . Volume , Page # I - S Warranty Deed # `� �� 3 , Volume ��� Page # Spec house ❑ yes O o Lot lines identifiable Pry-es ❑ 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 masterplumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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. Uwe, 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 t your septic sy�ptem has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days o e thre year e3miration date. 61 SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify t all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pro de cri d ove, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed r I 1475 GGE 188 STATE BAR OF WISCONSIN FORM 2 - I"S Ea 1 4773 WARRANTY DEED KATHLEEN H. W Document Number REGISTER OF D This Deed, [Wade between Peter N. Cannon and Sherri L Cannon ST. CROIX CO., WI husband and wife RECEIVED FOR RECORD Grantor, conveys and warrants to Dean K. Hanson 12 -01 -1999 12:45 PM WARRANTY DEED Grantee. EXEMPT N 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' 405 "00 "Property"): RECORDING FEE: 12.00 PAGES: 2 Recording Area Name and Return Address s I\) PA, Q f (3 A I cti'ti ;.i q10 mom:, stro-r 030- 2066 -30-000 Parcel Identification Number (PIN) This Is not homestead property. See Attached Exhibit "A" I Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this. / S� day of December, 1999. * * Peter N. atut6i� /l * * Sherri L. Cannon ACKNOWLEDGMENT STATE OF WISCONSIN ) AUTHENTICATION n ) ss. l County ) Signature(s) Personally came before me this p i day of December authenticated this day of 1999, the above named Peter N. Cannon and Sherri L. December, 1999. Cannon, husband and wife to me known to be the person(s) who executed the foregoing instrument and * Kristin Ogland acknowledge the same. TITLE: MEMBER STATE BAR OF WISCONSIN (If not, ` authorized by § 706.06, Wis. Slats.) Notarf Public, State of Wisconsin My Commissi is permanent. (If not, state expiration date: THIS INSTRUMENT WAS DRAFTED By �" a1Y- 21 0 }� •) Attorney Kristin Ogland Hudson, WI 54016 DI,4NE M. BARB (Signatures may be authenticated or acknowledged. Both are not NOtar PL' RR necessary.) State O! Vci u-bli $Irl *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 19Rt INFORMATION PROFESSIONALS COMPANY FOND DU LAC, NA 900 - 655 -2021 1475nu I89 RE: GRANTOR: CANNON, PETER N AND SHERRI L GRANTEE: HANSON, DEAN K 48. LEGAL DESCRIPTION A parcel of land located in Government Lot 1 3' of Section 35, Township 30 North, Range 20 West, Town of St. Joseph, St. Croix County, Wisconsin being part of Outlot '1' of a Certified Survey trap filed in the Office of the Register of Deeds for St_ Croix County in Val. '1', page 134, and described as follows: Commencing at the SE corner of said Section 35; thence North 44 degrees 13 minutes 27 seconds West (true bearing) 228S.91 feet; thence North 51 degrees 20 minutes 20 seconds west 50.77 feet to the point of beginning; thence South 46 degrees 39 minutes 40 seconds West 100.00 feet.; thence South 41 degrees 20 minutes 20 seconds East 20 feet: thence North 48 degrees 39 minutes 40 seconds East 103.53 feet; thence North 51 degrees 20 minutes 20 seconds West 20.31 feet to the point of beginning. AND A parcel of land located in Government Lot '3' of Section 35, Township 30 North. Range 20 West, Town of St. Joseph, St. Croix County, Wisconsin described as: Lot of Certified Survey Map filed in the Office of the Register of Deeds for St. Croix County, Wisconsin in Vol. 1 1 1 , page 134. TOGETHER WITH a non - exclusive easement for roadway purposes over a parcel of land 66 feet in width located in the M 112 of SE 1/4 of Section 3S -30 -20 deaccribed as follows: Being all lands lying radially and at right angles 33 feet each side of the following described centerline of roadway: Beginning at a point North (true bearing) 1330.98 feet and West 885.34 feet of the SE corner of said Section 35; thence North 22 degrees 17 minutes East 429.09 feet; thence Northeasterly 200.30 feat along a 585.54 foot radius curve concave Northwesterly whose chord bears North 12 degrees 29 minutes East 199.33 feet; thence North 2 degrees 41 minutes East 623 feet, more or less, to the point of termination; said point of termination being on the centerline of the present State Trunk Highway '35'. SUBJECT To Declaration of Protective Covenants recorded. December 14, 1977 in Vol. "566 page 148, Doc. No. 345378 in the Office of the Register of Deeds for St. Croix County, Wisconsin. = ` y f t^ — w Cy -VI a, i ?' r �. .51 41 �'2 a'�i u 4 '� '�� Ai 13i.S, ..,N --` 'tea..' . • ` � 5 _ q Y 1+�""rY b fv`�'M1X'X Z"Y C'. �.� ' �'4 � Vi '� f : r ' v i {- x , � � — , � »� ,. # ii- -�.�a- _,_.,,�,� i'�`�` '::.' --mo .�•-�. ,4�' ^ � % -ss: sir �' �<� r .tx € "�"+� -f• L. '}- M1 .. c . 'Za t mMif -1�i a?, _ �A,.. i+s . • .'k. y A 'lt �, ? '+t xV'� 'u'f ;' '9; c �..,`.. ac's.:^ _gggt f� 3i , /# r At ^:r�i.�' 5+d.�"f` �'a'{:i'. � a o.s� +._- r 5:,x:, s.. i. •__ y "s L.rY' .�. r ° E'���_�t� 'f' :-z _.t -... .�vz " "- .w., ".�..�'. - s.'x... ..r..i:'i ' w."i....._:.- •— - r " - , rA" ,.;.. °k — ` °��� � �Y ." -�f' .� t dt - ,,+�`n$ c C"Ta�'t: 4" -F t+ Y k -L: +:.:a ,�, 't ♦ ..G .$.... { l nw y rt c. 4�G S'"` � :4.;,Q SOIL x a AK # w. . a�L'F'?i 0..S .w hhY �' s0 s..:�^iy,yX `P _ r. 3' 8 g 3 .a_ �r9� -en' "^'*` #. Yi + s 3 - . JL+ Icy 7_� .vl.. ',+ ^..�". .� ?: ,� n �. ,� .. a }+v�. us �', v ��,+. � �'i• t ' -�� � 7:. C.rA ' ,azc3 r rM t &s is�� n �sry . .� y: s :• s - s ; ' '"fir M. - t r n TFV'Y,x "Z } S �'� - ° � �i A rP.4 '�E .. '�A? Y b 1M 'h_ •v '^ � _ _: _ Z w t �� 'YS i.. �� � �� � £ +r ' f � -lfi+ XdiJ^Y •�^' � M�Y NA i t Lh f � S �' Q /.�..� l�� ��