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HomeMy WebLinkAbout036-1028-90-100 N ° `t' � I o I 0 N I a I � I � I a � I I I � I c L c LL C O � � I Q I I I I C l) II � z w w E U T o z `2 cWn a m o I O z d c T o d Z d' 0 o c r O Z N H � O n c I m E Q) co I N � 7 = tll I !n N I C • � O � O N m O O 4= Q 4= Z C Z O Z N £ C N m Sul e ° a m 2 N i °- p "toQa �, 0 z � > j''�333 a 0 0 0 Z° •*Rai @ �aaa N a a �i 0 7 O N O p p O N D° o y N N N Z 0 ° p n 0 _ ..J N r Q O O .� 0 0 3 +� 4 II c r a_ I CO W N v 2 Q n va co _° y O N o 1 0 H C $ n O p N l a D N f� ~ (n C N C C N �- In O O � C N aa2 O O 0 • � LO N U N OU) C N 7 ° cA Y m p ° Z to ca I 01 at c m a • c� a m `m y E L •' c `�1 A u a c j O to am ) I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 395124 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)]. Pennit Holder's Name: City Village X Township Parcel Tax No: Kellen, Steve Stanton Townshi CST BM Elev: Insp. BM Elev: BM Description: /0 1 /o ,/ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark ,. S : 0 3 1 0 0 Dosing Alt. BM 2 H eration 6 Bldg. Sewer `/ olding t/Ht Inlet S p[ TANK SETBACK INFORMATION S t Outlet �4 Z TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Header /Man. Aeration Dist. Pipe l / 3 Q7 3 Holding Bot. System L g. y Z 9, d 9. PUMP /SIPHON INFORMATION Final Grade -2/ P Manufacturer Demand St Cover k GPM Model Number TDH Li Friction Loss System Head TDH t orcemain Length Dia. Dist. II SOIL ORPTION SYSTEM 15 BED RENC Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM SION � SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM L�FI►C�+I+�G Manufact rgr: INFORMATION AMB OR �. Type Of System: T Mode umber: r DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake i/ Pipe(s) Length Dia Length IT 3S Dia / Spacing 3 _ y � > 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 �,fl No Yes ❑ No IN] COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: -_/ ff /41 Inspection #2: Location: 1990 220th Avenue Deer Park, WI 54007 (SE 1/4 SE 1/4 12 T31 R1 7W) NA Lot 1 Parcel No: 12.31.17. 1.) Alt BM Description = � 71' � j 2 410 64 al 4.1-Cl 2.) Bldg sewer length = Z / - amount of cover = > / e If veJ-f /KS,Af1fd :K Plan Y� G revision egwred? Yes No Use other side for additional informati Date I s Si nature Cart. No. SBD -6710 (R.3/97) 0 �� i' 6C 'A rU �a 3 �q� p ZZp Au ; Sanitary. Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis..-Adm. Code 201 W. Washington Ave. See reverse side for instructionsfor `Conpleting;this,application PO Box 7302 ® you provide`may be used for<secon' p urposes Madison, WI 53707 -7302 Wisconsin Personal information Department of Commerce p (Submit completed form to county if not [Privacy Law, s 15.04(ln)] state owned.) Attach complete plans (to the county copy .. nly) for the aper not less than 8 -1/2 x 11 inches in size. Count State Sanitary Permit Numbers : Check if revision to previous application State Plan I. D. Number I. Application Inf ormation - Please Print all Informati n Location: r. 3(�. Property Owner Name S J �4Y t' Property Location GGK 2'C .. — t ' NINGOFFIC S c 14: t G � `,. .$ Z 1/4 !S E 1 /4, S 1 3 I ,N, R1 (or� Property Owner's Mailing Address 6} � Lot Number Block Number City, State Zip Code Phone Number Subdivision Name or CSM Number N4 w W, �427cv? S 7 s ) 2 ,(S W (:dl S 3 6 II. Type of Building: (check one) .•5 P.aW Li City 1 or 2 Family Dwelling -No. of Bedrooms: 3 ❑ Village ❑Public /Commercial (describe use):_ 1 Town of ❑ State - Owned 5 % RI'11 Nearest Road �1n. ti l" 3 S 3D Parcel T Number s III. Type of Permit: (Check onl one box on line A. Check box on line B if applicable) A) 1. ;"ew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to 'S ystem Sys Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) [XNon- 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: 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.) in. /inch) Elevation � 5 v Sow s'igi,�f . S ( 0- A) A 96. � jab - VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic l' Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ze- wp I ODD VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Sig lure o Qam MP/MPRS No. Business Phone Number P • � -- .d 3 'I 1 S Plumber's Address (Street, City, State, Zip Code) Q IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss 'n gent Signatur (No stamps) II Approved 11 Owner Given Initial Adverse Surcharge Fee) / Determination __ ZS X. Conditions of Approval /Reasons for Dis roval: ,�_ s�� w l �__ ` f� p Q`,� Z (, sYs ,4 .,'stt_. 4 e , 4 S Imo) Q n! _ Jj a 14-o,,L as pe,,� tnl� s sec e� - SBD -6398 (R. 07/00) Wisconsin Department of Commerce SOIL EVALUATION REPORT Peg, / of 3 Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code County — tom a per Attach complete site plan on pa not less than 812 x 11 inches in size. Plan must 1 " I but not flrnited to: vertical and horizontal reference poa t (BM), direction and Parcel I.D. percerd slope. scale or dimensions, north arrow, and location and distance to nearest road. Please print ail Information. R by Date Personal hdorawdon You Provide may be used for secondary purposes (Privacy Lour. s. 15.04 (1) (m)). Z Y A ) Proper(yowner PropertyLocation °Q- < ` Govt, Lot $ 114 S /,� T N R 1(or) W Propert r�ownee, Ma Address t of # Block # Subd. Name or C_� � C So\ A4 I City Zo Code Phone Number ❑ City ❑] Village KTown Nearest Road q e Q I (7LS)2� 5 3S3, New Construe ion U .p Residential I Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Pubic or oanmercial - Describe: Parent material Q t�*?� Q j a r i al al i^ if'(' Flood _L�= M ____ ^ — ft. General comments o► � � ., '- �"� and r+iioomrrierxiatIOM: �� •¢, srr I f s Boring P/1 Boring # /Gal. ft. p ; in. PR Ground surtace,tev. [Sol Application Rye c� Horizon Depth Dominant Color Redox Description Texture Consistence Boundary Ronts GPM in. Munsell am Sz. Cont. Color Gr. '091 •Eft#'1 a_g / r 2 L 2M r� z 5,1 -Ssbk n CLO am rn r a�' ° Ito •foe ® Boft ❑ Boring 0 Pit Ground surface elev. oo t( D ept h to IirrMirig factor _ Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Struc tue Consistence Boundary Roots GPDdff In. Munsefl Qu. Sz. Cant. Color Gr. Sz. Sh. *E0#1 'Eff#2 ! o /D 2 �'�.5b m C am 6 o 51 t S bK v CAR l i'1� S q 9 3 - 9 1 16 .5 h\ t4r C i'i r/ .'f e.-. K • #2 = BOO _< 30 and TSS < 30 •Effluent #1= BOD > 30 1220 rriglL and TSS >30 <_ 150 mgA. �^ — mg& Nam Signature CST Number S3 Address �j Data Conducted Telephone Number f - Property Owner - 3 l P_ _ e 1< e � t� Parcel tD # Page of IF D BorbV ® Pit Ground surface elev. it. Depth to knbV tailor > Ltd in. Soo Application Rate Horizon Depth Darr*wt Color Redox Description Texture Structure Cor>sisterroe Boundary Roots GPDW in. Munsell Ou. Sz Cont. color Gr. Sz. Sh. 'EW1 TM d 90 -- I m► CLZ am , S - s s sb1C M vf — . C/ 3- iS mV4V. — -- 3 D' S a r Y\ 'F r 15 1 N - 1 # D _� Pit cxrnxi surface elev. 9, it oepTf, a factor 9 b in. c Applia" Pate ttaizon Depth Oorr*v" Redox Description Texdxe Shoe*" Comte Boundary Roots GPDW in. Munsel Qu. Sz. Cont. Color Gr.. Sz. Sh. 'EW1 TM I d - 1 �. '^'— 1 oZ T S m' C (,) 2� r S 8, a 0 51 5 V3 rn r � fo -rj►D �' r C a� / i 5 -fib I O z r -V4 ' S MAr f_6 -C A 4 r 5 / b F-1 te# D D Pit Ground ,ti t b facer in. Sol Application tote Horizon Depth Don*vutcow Redox Description. Texture Struc4re C nsidence Boundary Roots GPDff in. Munsel CkL Si Cont. color Gr. Sz. Sh. •F.>f#1 'Eflff2 i • Elfluent #1 = SOD,:- 30 5 220 mgA. and TSS >30 :150 mg& • Effluent #2 = SOD, <_ 30 mglL and TSS 1 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or the department at 608 -266 -3151 or TTY 608- 264 -8777. need material in an alternate format, lease contact partm P sao•t�wtrwoo� : _ 1 + 2 1 d Z � - : N i i { r I _ A A 3 r I .} I i , : I I } ti —k t r , I Q t : C7' + , � I , I ; I r t { , + ! i 1 i, • - -- ' - - -- - - -- - - - -- - --- - : - -' -- i c i , 1 1 ! I I I I 1 1 E I , , I j.. t I 1 1 --- - -- -- ----- - -- —_ _._ , ' f ' I : I 1 � 1 1 t ; I f � { 1 ' I r + 1 , : V II I I ' , I ` I , f I t i : r i I _ 1 ; k t , tt _ ` __. _. ,,_ • , � ,'� I ` � ; ', 1 ! ;. i ' a • ._i_ '; _ ._ , _. i i _� i _ _. i r �, ' ' i i �_ _. ; j. , i I i � _; _ r —r t. i i �, � � � i � 1 I � � � I, j 1 � � �....... .._ i. L i i � I i I i � � 1 i i ...___. - ' _ .. _�._ _. ' .__ _. .. ._ �. �_.._ r _ __ __... ' '. , i � � i f �.__ I 1 � � I � ' ' i i t. _ _ ... ...__._ _. .. .. _.. _ _.._ _ _. .. ._.. __. _.._ : _. ., < i. � i �. � � � ,. � A � a 1 i i • 1 � I 1 _ ' f l ' , i , i { •. i I � � I � i � � � � � j � - i � � � I i �. � , ? � l < � � — k i ' ., { • I ,. i � 1 �. I -, ,. .- i 1 � I _- t _ ' L . 1 i I � 1 � i � V i I ' � ' ' i ' '.. � i • i � � � � t � ' 1 I I i i i '. i i i i � .._ ' '. _.. __ __ _` _ _ r - - . � � - � - �' i � i ' i , i .___ � _... _... ! � i.._ i .t i - ti � � � i �, � � ' i i i i ' i i � � �, ,, r � � � i i a ;_ � i i � .. E __ '� i ', i I ! j � �. � � r I � � I i i ,_ i � i ! I i, C � '... -Ply Pua vl- K4 k1so s y r s, .IT31 W lg cg Rw to y Lot . 97. \ J► UA � C %Doc uS: S.o`c �8 TrQ,. , 93,'7-S F-t `1G J, 30 WL. qo Sao s All any NQ:i �[ A ►L40 -.— — D 'A K4 y X s, , 4 731 W , 19 og 4� Co c TrQ �eIN— q 3, 75 �t �1� • (o 3 3® SCE. ► " = c(o ! OD A cA Sao I 8 M i ' x n - .{� 2 1 •! C37 0 CL M n t r asar i f T Y ~ © ' ,I o N N 0. (p {{ @ (p` 'C} 0 to C x r5 r.: CL cr -o ff C p °, th cn n cr f _0 n A d tD L to L� E r a) f3 a �. x 5 i a .a t] ti Lr� to 1 invert r 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 S (2 Number of Bedrooms 3 Design Flow - Peak (gpd) 5 Estimated Flow - Average (gpd) 3 cra Septic Tank Capacity (gal) Wn Soil Absorption Component Size (ft + S - S Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) 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 b an individual certified to service septic tanks P Y P 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 septic tan and outlet filter shall be assessed at least once every 3 years by inspection. The outie filter shall be cleaned as necessary o ensure proper operation. The filter cartridge should not be removed unless provisions are made to reta ni so — fins 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 ' 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. I 3 ST CROIX COUNTY SEPTIC 'WANK MAINTENANCE AGREEMENT AND OWNERSHII' CERTIFICATION FORM Owner/Buyer sic tl AL= IL 1 M ailing Address � 90 f�c� /1d� M g ,� Y IN `f 7 Property Address (Verification required from Planning Department for new construction) City /State D&e l I r k 1n1 Parcel Identification Number LEGAL DESCRIPTION Properly Location S I V., 5 ' /., Sec. 1:2 , T__ f N -R= , Town of V Subdivision . Lot # Certified Survey Map # b X19 3 , Volume .Page # Warranty Deed # b �0 l , Volume Page # Spec house ❑ yes ® no Lot lines identifiable 0 yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Departm ent 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 disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary) , the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin, Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of the three y tion date. 1 -/j2( SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owne of the perry descn a , by virtue of a warranty deed recorded in Register of Deeds Office. / TI d SIGNA OF C 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 Y(?'.. .1673 PAGE 501 650145 STATE BAR OF WISCONSIN FORM 2 -1998 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Donald E. Keilen, Grantor, and Steven M. RECEIVED FOR RECORD K , husband and wife, as survivorship marital 0 property, Grantee. 7 - - 2001 2:00 PM Grantor, for a valuable consideration, conveys and warrants to Grantee WARRANTY DEED the following described real estate in St. Croix County, State of Wisconsin (The EXEMPT # "Property "): COPY FEE Y FEE: 2.00 TRANSFER FEE: 17.40 Part of the Southeast Quarter of the Southeast Quarter (SE 1/4 of SE 1/4 )of RECORDING FEE: 10.00 Section 12, Township 31 North, Range 17 West described as follows Lot of PAGES: 1 Certified Survey Map filed June 27, 2001 in Vol. 1 5, p age 4114, Doc. No. 649536. Recording Area Name and Return Address ST EVE ,�'E / LcN /9a8 HwY G 1/ ll N6W 1Q��11mo�d, WS Solo/ 2 036- 1028 -90 -000 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Subject to all easements, restrictions and covenants of record. Dated this 1 P, C1 day of 1 0 In e� , 2001. D *Donald E. Keilen * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) )SS. -54- County ) authenticated this _ day of .2001. ?` l� • Personally came before me this �_ day of 2001 t e above named Q dtE,Ze 1 Ie-n * • �' • = to me known to be the TITLE: MEMBER STATE BAR OF WISCONSIN 'JC person(si extcuted the foregoing instrument and acknowledge (If not, * the same authorized by § 706.06, Wis. Stats) �, 1 THIS INSTRUMENT WAS DRAFTED BY Ronald L. Siler t� +lll1 tt � �i c/ a- K e—" VAN DYK, O'BOYLE & SILER, S.C. Notary Public, State of Wisconsin My Commis ion is permanent. Post Office Box 118, New Richmond, WI 54017 (If not, state expiration date: p J 3, ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 -1998 INFORMATION PROFESSIONALS COMPANY FOND DU LAC. WI 800 - 655.2021 y am; 27/01 WED 09:06 FAX 715 386 4687 REGISTER OF DEEDS JEO SURVE NG .• 000 S r G ,,,'� CERTIFIED SURVEY Located In of the Southeast Quarter of the Southeast Quarter of Section 12. M T o wns 31 'tango 17 Woet Town of Stanton. St. Croix Count y . Wisconsin. p Na'O'• . r 3 M far and at the rogues# of: EAST 114 CaWAR Donald tlelim SECTION 12 -31 -17 1964 220th Avlue (FALLS N LAKT) Daer Park, W 54007 bona by Ty IL 0019e �r NOTE: The parcel shown on this map is sub joat to State. County and : $ TawnshIp laws, rules and regulations (i.e, wetlands, minimum lot si2e access to parcel, etc.). Before purchasing or developing any pomel, contact the St. m i d C roi>r County Zoning Office and the appropriate Town 9oord for advice. q 1 RONALD F. }OwvS UNP AM' I" LATTER — LANDS OF — b - - - -` I I ER WNER I WIi �7'86'O1't? 430,28' �^►4 �� 397.26' I slip I 33.0�2'- i f . 0 jl t>� Z ;c g LOT 1 I §I ;z =AL AWA-. II ct I 167,809 SO. FT. I I I r 3.85 ACM _ I Z AREA EM R-0-0 g I I I i - •' 1 �. is 141.89!1 S0. FT. R I I 3.28 ACRES i I V4 O N bi I I - n v ' I ,14, I ; , r n I P I '-�• � �Iri�►`��'`S81'58'Oi "� 397.26' � I � wasale.�` -- r. / ` siaunr � � i� sE ir� --�•_ s'g1/TH 1 4 UNPLATTED LANDS SWPEA$r C I 1 j ; c " -� I APPROVED ?'�RIdN POO I ST. MIX COUNV LF ftWng I I 10 Section Corner Monument 6 I I i C7 Of Record JUN 2 zQQ� 0 Set 1" x 24'•' Iran Pipe weighing j 1.13 pounds per linear fiaot If not recorded V49fln 30 days of O Found 1 Iron Pipe approval date approval $hoo bs i ... • • .... 41ulding Setboatc Line (100' from R.O.W.) null and void NO TH r JOB' it AM 2a t o tap Prepared by. GRAPHIC SCALE LAND SURVEYING dl CIVIL ENGIN�RING SCALE IN FEET. 1 Inch = 1D0 feet Phone Na (718) 246 -4319 BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE 109 East Third Street, P.O. Box 32S SE 1/4 OF SECTION 12, TONNSMIP 31 N.. RANGE 17 W. New Richmond, VA 54017 WHICH 13 ASSUMED TO BEAR NA756 Sheet 1 01 2 VOL. 15 PACE 4114 X27/01 WED 09 :07 FAX 715 386 4687 REGISTER OF DEEDS -*4-o JEO SURVEYING 000A r CERTIFIED SURVEY MAP Located In part of the Southeast Quarter of the Southeast Quarter of Sectlon 12. Township 31 North. Range 17 West. Town of Stanton. St. Cralx County. NAsaonsln, SURVEYOR'S CER'X'MCATE: I, Ronald F. Johnson, a Registered Wisconsin Land Surveyor, do hereby certify that by the direction of Donald Mier', I have surveyed, divided and mapped a p u=l of land loCated in part of the Southeast Quartos' of the Southeast Quarter of Section 12, 'T 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin, described as follows: Beginning at the SoWMA corner of said section 12; thence, on an assumed bearing along the south line of the Sowbeast Quarter of said Section 12, North 87 degrees 56 minutes 01 seconds West a that= of430.28 feet; thence North 00 degrees 00 minutes 00 seconds West a distance of 390.25 Ret; O mce South 87 degrees 56 minutes 01 seconds Fast a distance of 430.28 Beet to the east line of said Southeast Quarter, dome, along last said east line, South 00 degrees 00 minutes 00 seconds Fast a distance of 390.25 feet to the point of beginning. Containing 167,809 square feet (3.85 acres). Subject to 220 Avenue (A Town Road) 810ng the most southerly line and 200 Street (A Town Road) along the easterly line of the above described property. Also subject to all wsmentS, restrictions, and covenants of record. I also certify that this map is a cofreot representation to scale of the exterior boundaries surveyed and descn' bed, that I how complied with the provisions of Chapter 23634 of the Wisconsin State Statutes and the Subdivision Ordinartoe of the County of St. Croix and the Town of Standoff in surveying and mapping the sam. Ronig per 7, .�� B/ F. rohnso Wisconsin Land SwTeyor 1186 A 8t E I.afYd Stnveying Civil E ng i neer i ng P.O. Box 325 New Richmond, WI 54017 RON AW F. JOWSONt 9-1188 AMERY. WIS. su Rv 888 s � • M saw 7 . A il S .S. =.N ' •• •• • 'A a Sheet 2 of 2 VOL.. 15 PAGE 41 14r,,-' �x