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HomeMy WebLinkAbout030-2116-30-200 n m \ 2 0 o r COO) ftk (D (D g J , ( _ @ � rr 0 0 (® 0 %® �- ° c- & e - e k o E \ § r S° K OD ( c � 2 / d E § § ¢ 7 $ Co § ) CD ° ° ^ ,j k o q S§° J i( # / o— E E o o E e k ) © @ ! > E § I 5 E ® J i m a § C:) § § d d m \ z § 0 CD C) m § § n r CO) m f 8 8ƒ A Er k 0 0 0 CL ) ) § CO) Z § > Oro / rr -0 o q E . ° !R k \ / ` ® (D I\\ o y z \ \ ! ^ a ° > \ 0 \ 0 � - �/% \ }k c 'rE Oro � \ !R CL m �§ a -1 CO) �j �( as k■� , « i z E X § --I e % f \ \ � . z CD \ i � > & m 3 ® { = z a ID \ / ° - =m ; Z 0" 0 m \ zi z ƒ & (\ Q, /w 0 -0 0 a R,« 4 z =r < 2 0 @ < § 7 _ o § � o CL � ■ r •4smonsln Department of Commerce PRIVATE SEWAGE SYSTEM County- Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) SanitaraermitNo.: Personal information you provice may be used for secondary purposes [Privacy Law, x.15.04 (1)(m)). 370371 Permit Holder's Name: ty C] Village D T State Plan ID No.: Sibinski ❑Ci Phil St. Joseph Townshi CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel Tax Nn va .3 a V C 1 030 Z�y_ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark �; / Q G_ Aeration Bldg. Sewer 5 3 /,05 Ho g St Ht Inlet d , 3 5 TANK SETBACK INFORMATION / / Ht Outlet �/ /0 3 TANKTO #-7 Air t I nt a ke ROAD WELL BLDG. Air Ia Septic S 3 NA pr,�e� �z•G ?S. in NA Header / Man. Aera ' NA Dist. Pipe n�) I2 `s '. Holding Bot. System iy�o 3 s *­ PUMP/ SIPHON INFORMATION Final Grade St over facturer Demand 6 Model Number , . - G TDH Lrictl System TDH t Forcemain Length Dia. H SOIL A ORPTION SYSTEM s BED / RE CH Width , Length No. Of Tenches PtT No. Of Pits Inside Dia. Liquid Depth DIME I N 3• Z S r D,MENS,ON S SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM L ING Man a, urer: INFORMATION Type O HAMBE o e m er: System: Ci l 3 DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. y Length& Dia. A- Spacing ILy I AI A) 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 I Bed /Trench Edges Topsoil C] Yes ❑ No ❑ Yes [3 No COMMENTS: (Include code discrepancies, persons present, etc - inspection #1: 1/ / Y 4 Inspection #2: Location: 1231 County Road V, Hudson, WI 4016 (NW 1/4 SW 1/4 31 T30N RI 9W) - - Lot 1 5 1.) Alt BM Description =10 s t elv e � ). Wf /( 1 , 4 a 2.) Bldg sewer length =5�o G.) S/ {c w:lf Le 6,f �e a�jor.x•'M y 16110 6 - amount of cover �� ��SC /l1Q�lu.� ��p�J 2 L �[r ✓Ow Ca k �r�d tan revision required? ❑ Yes P No Use other side for additional information. I f 11 f o d SBD -6710 (R.3197) Date Inspector'i Signature Cert. No. P 1231` Cry V Safety & Buildings Division \7� Sanita Permit A lication 201 W. Washington Ave. PO Box 7302 - _ � Pp isconsin In accord with Comm 83.21, Wis. Adm. Code Madison, WI 53707 -7302 Department of Commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04 state owned. Attach complete plans to the county copy only) for s a e less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number c 'revision to pre ' p ication State Plan I. D. Number I. Application Information - Please Print all Information Location: Property Vrer Na e 1 v� _ Property Location TV IY 2 S , -� ^� i` 1/4 S ^ (,�/4, S, / T0,N, I7E or W Property o wner's ailin A f ress f /' i S� AN N ` Lot Numb �yww Block Number C� City, State Zip C4de h N Rler Subdivision Name or CSM lumber -- II Type of Build' g: (check one) C — ms toh. 4 ❑ City I n� 1 or 2 Family Dwelling — No. of Bedrooms: `J -pis ❑ village Public/Commercial (describe use): 19 To �f/- ❑ State -owned / . lsc III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road c r A 1/ A) 1. New System 2. ❑ Replacement 3. ❑ Replacement of 4._ ❑ Addition to Parcel Tax umb s) (0 System Tank Only Existing S stem j C�-,�� , y0 ) B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued ` IV. Type of POWT Systett;s (Check all that apply) i w 3 t� it r ]' S /7 %c 1 �/ A Non - pressurized In- grourttf 3 A i yl r" S 3 �X E' /, �❑ M dd an Filt ❑ &nstructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade r ❑ Aero is Tr tment Uni ❑ Recirculating ❑ Other: 3 3 x 81.2 S +rC, Qo� 39 s V Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks C� 5�� 1 s Ilea ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the ed plans. Plu ber's Name (print) P1u er Signature (no s� M R S No, Business Phone Number ZAL lumber's Address Street, City, Stite, Zip Code) 1 C /' A b, ( k kc P , j VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surgharge Fee) ' / ` Determination � S, M I l — l ` 20&0 IX. Conditions of Approval /Reasons for Disapproval: VIA� L Y _- -� e.a `-o s 10126x'2000 °:6:44 6124016101 PHIL SIBINSKI PAGE 02 , /PLOT PLAN Page of 3 Scale 1' ¢ L"Ti ., �:ry_'�'�"t'�"� , �l�hJ�; .._ � 1�1`?.LCft::�i' ":- w - -- - • Aj 1` U S . 1b :': A-r ST ` Pr,? -j H' n 5 `f� 'i°fno. v L l <4 6 e� C IES�c.cscYl ���,�•� 9 � v G S e 5 ki, Z` - d 5 kCAdC ✓ a a }rte r L t�G� ,rtAj tS - G;(CP( L: -- s it vm= ,e_ A:_:.L�qu ':`t'drlp•) ... LuN. I -t S"lob. V l;? 715.425 -0.165 220254 dQ -Z S'S CST Signature Date Telephone 11o. CST No. Job N0. ' 1 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page � of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ST . lX include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. lnJ 6 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print alilnformation. r "�' Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy , Law, s. 15.04 (1) (m)). Property Owner P e Location rop rty P�11� S 4 NlJJ 1 /4S 1/4 S 3 1 T 3 N R E(oGW Property Owner's Mailing Address VWlock # Subd. Name or CSM# Cp'iw? (I3z.�F� \ City State Zip Code Phone Nurnb& y ❑ City ❑ Village ® Town Nearest Road �N�rC 1 Q l 1-I N S S �3 ('j� ST - SO S k�� L') C 1� mm v N [� New Construction Use: ® Residential / Number of bedrooms S Code derived design flow rate Z S l7 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Ptt 0 k Flood Plain elevation if applicable ►J General comments LLPJ Q:S Q F 1.1161 Q-" f <-' j'rY SLD ej Jt-W D e2 L �eN c4or tales cJ and recommendations: �3 Ltn/ q i-qw - Z� t'fi' m �1 k -'LS ' l.uv 8n - CTI� M OF— u �-J \TS o Q LET kZT-L L'v . o f \'l, O ' S � t.►a`Vt;-:7 10 tN S rk - L� ❑ Boring # ❑ Boring ® Pit Ground surface elev. X00 • Z ft. Depth to limiting factor 2 ' 1 1 8 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 I a - Lb -IZ3l? — `, Z - �svvz OL3n C . Z- 1 $ -.39 l0 `1 lZ 346 — (-L j . _ sip Z-�l. sbk M, , s 3 3`l 4 b --.. S 1 2Iz 31 y — O S L ls� � rnv� S •�► b of 95i. o ❑ Boring # ❑ Boring ® pit Ground surface elev. t �� • 1 3 ft Depth to limiting factor L 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft In. Munseli Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 'Eff#2 I 6 - 8 S)' 2-f�tbn e� eS 1 � - S , lb Z' $ -3� L�`2 3 � s � J Z►n S bk wl.� � S _ � `� �� 3 a8 8 Lou- 316 °14 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 CST Name (Please Print) Si ature CST Number Arthur L. Wegerer �. S 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. 1 St. Fiver Falls, WI 54022 4 —L�-0 a 715 -425 -0165 L � lly g1r� � 1�v6 Pro pert y Owner S L Parcel ID # Page Z of 3 F Boring # ❑ Boring 3 ® pit Ground surface elev. 1 ft. Depth to limiting factor > t 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 Z $ -� I M' 3 �l I -t-z6 �.SYR -3�5� � S O Sg ►•vl � — .'7 L . • 2. F Boring # ❑ Boring Y ,Q pit Ground surface elev. IM '7 ft. Depth to limiting factor ? `Z S 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 0—b LO`11Z- 3 — S 1 i - `�S Y'L &-SV1 CS S $ —3 lu�R Vic ,S .8 3 39 —6 iu`m 31 1 6 U 9 1.z s•`1 Il(e• Fs-1 Boring # ❑ Boring ® pit Ground surface elev. �b Z ft. Depth to limiting factor 7 3 8 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 I r) toil 2 z-�3h�L Zm S b 12 3 34 -6n � ll�tfZ 3/6 si I 1 csbh y✓f 9g, 3�• Y i w � u � �� S 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 ( &6(00) J / PLOT PLAN Page 3 of 3 ✓ Scale 1'= U�' ,Z 7ro - ti� sT�- L►'�'rtU �v , t-'l u S i e> L. A7' L� S � l� �--t 3zc sT�1 "P�2 -� l ✓ � o '� $ , i • f to - Z 31q gL — IAj S`I'?�,LLLB — — - -- --- kX-cfsV � — �E- I'j"ziLOIJQr,- `[`cHW _ L of - 7 -U' � Sl�PIsD 1�1ZOVC15F Fo_�_ _CZ.'f?ct�►�i�►P�'fL�2- lL:uril � 0 �-�E: =, - - -:.- _ __ -- / —Icy �O 715 -425 -0165 220254 40 — SS CST Signature Date Telephone Ito. CST No. Job NO. 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 3i Number of Bedrooms Design Flow - Peak (gpd) . b Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size (ft & Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) b Sb (,6R Maximum Influent Particle Size (in) U 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 tW se tic tank and outlet filter shall be assessed at least once every 3 years by inspection. outlet filte shall be cleaned as necessary to en sure pro er operati The filter cartridge shou 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 f - A . 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 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 ' 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 1 ?122!21300 11:55 6124016101 PHIL 5IBINSKI PAGE. 01 FF'71 : PiCrgRD MNSTRUC'- 1CNR Jd4C. Pt-1 Na -qj- : 71 4251"i Oct. 22 30M 09:488 P1 S' CROIX COUNTY SE'PT'IC TANK MAINTI' ANCL AGtWJ3M2NT AND OWNa M"HIP CBRTI'ISCAVON WPM OwnrrtQw=yar 4 �. --�.` L x mulling Add.IV= J I 1 f'ropedy Addr= C 1 ces!`u tiaa rr JnQ fiva, P<sauiog U4wlr=l for oew c *se6-uctic tss. c. d w ra ;) IL -Ap City/swc. ��-(� pal ldMl fic4va t�um�ex a : / _l� C' � 7` 16 D ftvpxi X+oc3lt0II. � w Gamed sw-rcy �up 0 � ��dtmsC Z Pap 9 ,poc,�et Ci y es j� ao Loi k= ldwU W. ,W' u ©. no r. � �4m CR�$Ca Bf �o t .'aS t rm = MGM If ytiltt .JiitO t iyi�tG rw FPVMV � s :eac to to SC t 7 � astfaaa by t5xt sad by � '���� �r �ptz asbctac�Go�od�S�� ,����Qa:�.�r�SgoaSrp�em � 1�.(�saq), the tt�Ccts lido t9an Ll3 �i at s1ar�. Caima�ocrxs�eie • • ,� ett�a:tc� eft. cx��. � taa� ba aut�letod � arcaaod to tLa S� {knot Covcdy 7.eiasag O�c� wi'�ia 3v t , o 1D DAYS (rra) So RU rso *k f4= t w to U bast of say tqw.) kw a, I (wey am (&m) ttte a �A. by vtiabic of a "=MW doad sax;W to oaf t ee& , OM=. � I'Gt�lN1C' CATE -'% roast is the w.oiaucy-paRaeJt bong teva34x: by tta; $pau,og Dqwft ", l su�tada �nttie t7t(a +�pfsLiGatLoa: M tir iT%nV 4464 &*a thr Ut(ttt at J: W& ,UUM a c o p y aE 0 =wed m v v y mp r m c m w it Wk w a r wrtrn nt} d:cd VOL 1cN)jPACE bcyb STATE BAR OF WISCONSIN FORM 2 - 1999 6324'75 Document Number WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Preservation Development, LLC RECEIVED FOR RECORD 10 -26 -2000 2:50 PM WARRANTY DEED Grantor, and Phillip J. Sibinski and Terry Ann Sibinski, husband and EXEMPT I wife CERT COPY FEE: COPY FEE: 2.00 TRANSFER FEE: 600.00 RECORDING FEE: 10.00 Grantee. RAGES: 1 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): Part of NW 1/4 of SW 1/4 of Sec. 31- T30N -R19W, Recording Area Town of St. Joseph, St. Croix County, Wisconsin, being part of Outlot 4 of the Plat of White Name and Return Address PHiu,ip Spat sKl , Eagle, described as follows. Lot 1�of Certified -Iqo 7 U (2 Survey Map pin Vol 14 Pag 3_978, as Doc. No. L Pr(<D 1 MIisj ,9S Id-g 632 467_ Pt of 30- 1088 -40 -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 7 day of October 2000 Preservation D pment, LLC ' + William R. + + AUTHENTICATION ACKNOWLEDGMENT Signature(s) Preservation Development, LLC by William R. STATE OF WISCONSIN ) Block ) ss. County ) authenticated this 24� of October 2000 Personally came before me this day of kZ�L� the above named + Kristina Ogland i 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.) THIS INSTRUMENT WAS DRAFTED BY + Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) I •) + Names of persons signing in any capacity must be typed or printed below their signature, Information Profess onais company, Fond du Lac, W WARRANTY DEED STATE BAR OF WISCONSIN eoo- sss -zoz+ FORM No. 2 - 1999 � m Al !(2, D a < %IS5 m «' •0) -C O Q rt w -i c0 — � O � O � 0(D oa r °co3K o W a CD C,i m - 0 -�� N rt N C Op N o W 0 D r Z 3 ^' m W (D W o �. CD y m x D N ° y, 0 3 N 0 (D 0. a 0 .0 N C 0 o 0 m U� y. co a 0 LAID OT 7 N rt co t0 N r 0 to O m 0 r. o j a a : 3 cD n 00 ° `5 cn o 9' c < (D rt o `c UNPLATTED LANDS - - -- - -- < N00'25'08 "E 2642.24' ------- CO UNTY ROAD V �.' N89'3 "W — - --- -- 15.00 ` 1582.22' -- .. - - -- - -- 1060.02' - -- J N00'25'08 "E N00'25'08 "E ~^ - "- 120.00' - 710 1 '' 306.23' 0 ° I� m ► 0 '`�\t 0 � ccnn 0 Z cn c n z co 00 E' D 0° ° C�J' rtl g , � (rt O E O 3 to o co Co bd - o v � 3 C an. r rl r N W C' -I 3 g p w M m I r" 3 0 f O cD (n O CA D N �+ D 0 00 -t W 0 o p 0 to N V 0 c Z N 1° 1 r. to ,56'992 3 „Z9,9Z.00S ID I = _3 RE I � m PART OF OU TLOT 4 '^ uur PLAT .,ly. ST. CROIX COUNTY ; �\ zc: •� ; � O -• • o N Planning Zonine an . d pw%, N n, m - 0 d F...l y I OCT 2 6 2000 �, Q ° :3 H C' c If not recordea wnn ri u u::;: •.1 O 3 N I epprova) date approval shall oe (/) N O rt s O - Z) Z �J I O �ull�nrt „r. 0 D 0� `t CD s v 'dxN o O N � m m x o ° m o (A - P, v1 K�Gca - 0 c - p o� �� -0 41 w CD a j j 3 s -- :3 o () Z l Q Q X to to N f n `G N r� a y O a(D _ O: s cD -HMI W"a ° j ( i fTl 0 ' N C) �L J W 0 rl -n — O Z (� + W cn o 0 D 0 R 0 C C N N � 0 O o (D (D O x 7 ,fW v 0 a s fro. Q 3 a rt 00"& 0 m rt n cD - q o OC 1 a r m tJ - n) 7 O O W VOI. 14 PAGE 3978 . t 1 r LEGAL DESCRIPTION Located in the NW '/a of the SW ' /a of Section 31, Township 30 North, Range 19 West, being that part of Outlot 4 of the plat of WHITE EAGLE as recorded in the county records, located in the Town of St. Joseph, St. Croix County, Wisconsin, further described as follows: Commencing at the Southwest Corner of Section 31, Township 30 North, Range 19 West; Thence North 00 degrees 25 minutes 08 seconds East along the West line of the Southwest Quarter of said Section 31, a distance of 1582.22 feet; Thence North 89 degrees 33 minutes 08 seconds East, 70.01 feet to the POINT OF BEGINNING; Thence North 00 degrees 25 minutes 08 seconds East along the easterly right -of -way line of County Road V, 306.23 feet; Thence continuing North 89 degrees 34 minutes 52 seconds West, 15.00 feet; Thence continuing North 00 degrees 25 minutes 08 seconds East, 120.00 feet; Thence South 89 degrees 34 minutes 52 seconds East along the northerly line of said Outlot 4, a distance of 64.17 feet; Thence continuing South 85 degrees 40 minutes 04 seconds East, 437.92 feet; Thence South 00 degrees 26 minutes 52 seconds East, 388.95 feet; Thence South 89 degrees 33 minutes 08 seconds West along the southerly line of said Outlot 4, a distance of 492.00 feet to the POINT OF BEGINNING, and there terminating. Containing 4.633 acres or 201,803 square feet. Subject to easements, restrictions, and covenants of record. SURVEYOR'S CERTIFICATE I, Clarence E. Schultz, Registered Land Surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinance and under the direction of William Block, 369 Kellogg Street, St. Paul, Minnesota, agent for the Preservation Development Company, I have surveyed, divided and mapped the above described parcel on lands titled to the Preservation Development Company, and recorded on the plat of WHITE EAGLE, and that such map is a true and correct representation thereof. _CMG ��a�reo�� Clarence E. Schultz, •5 -2031 , F •.•••. s�� Melchert Walkky, Inc. CLARENCE E. •�, 126 South Second Street SCHULTZ 2 Hudso n WI 54016 . PA _ ST �w 715- 386 -7736 Ste'• � °0 ��eoi�ee►�o�� NOTE: Each parcel shown on this map is subject to state, county and township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of St. Joseph for advice. Sheet 2 of 2 VOL. 14 PAGE 3978 Parcel #: 030 - 2116 -30 -200 01/23/2009 11:17 AM PAGE 1 OF 1 Alt. Parcel #: 31.30.19.960A -10 030 - TOWN OF SAINT JOSEPH 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 0 - SIBINSKI, PHILLIP J & TERRY A PHILLIP J & TERRY A SIBINSKI 1231 CTY RD V HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ` 1231 CTY RD V SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 4.633 Plat: 3987 -CSM 14 -3987 SEC 31 T30N R19W NW SW BEING LOT 1 CSM Block/Condo Bldg: LOT 1 14/3978 SUPERCEEDED BY CSM 14/3987 WHICH HAS REQURIED SP ASM'T LANGUAGE ON IT Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 30- 30N -19W NW SW Notes: Parcel History: Date Doc # Vol /Page Type 10/26/2000 632475 1553/598 WD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 274034 953,500 Valuations Last Changed: 07/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.633 234,500 585,200 819,700 NO Totals for 2008: General Property 4.633 234,500 585,200 819,700 Woodland 0.000 0 0 Totals for 2007: General Property 4.633 234,500 585,200 819,700 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: 11/01/2005 Batch #: 05 -47 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I Q C t^ - -0 . G W ' Q I O® o . T� (TI _' 0 l!1 x = 0 0 W -P 41 _ d i. ° U1 W n ' o 3 7 ° Z ��" ° O - CD O 0 O C N .40 0 -c in io r+ i.- N d N w~ r7 p - n - n W O Z I I rn m 0. 0 �I U f4 (n (7 C C 6 ' p N � � O X 7 c ��OA T a a \ti °p 3a �C�(�D . p o m 7 O - P (gyp O) !A j ' cr x o O (p C (0 0 r f T1 Q ? o (D N W Vol. 14 Page 3987