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HomeMy WebLinkAbout040-1276-40-000 Wisconsin Department of Comfierce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count$it. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanit,3g"i$No.: Personal information you provice may be used for secondary purposes [Privacy Law, It. 15.04 (1)(m)]. ffig [M Corp., ❑ City ❑ Thwy fip State Plan ID No.: CST BM Elev.; Insp. BM Elev.: BM Description: Parcel Tax No.: 2g -II r(2�• Csr AwA.+l; 1 •-- TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV_ Septic BeAff n%K AM Dosing Aeration Bldg. Sewer 240 '[ 37_ 0 5--- Holding St/ Ht Inlet ( . a 17_93-13} TANK SETBACK INFORMATION St/ Ht Outlet (o, jZS- }3 TANKTO P/L WELL BLDG. ventto ROAD Dt Inlet Air Intake �— Septic NA Dt Bottom Dosing NA Header / Man. lo l 9 2 4 f , 7-y Aeration NA Dist. Pipe 1 p. el zq. 00 Hol ng Bot. System 2-, 1 ] 4 PUMP/ SIPHON INFORMATION Fi6#16tD5 9•b `IZS -=33 nufacturer �n Gif C.evcT Z 9 3 3- / 3 Mode er �t .1 ( 9 .2 8. T Lift Friction System TD Ft ead L qss Forcemain Length la. Fi Dist. To well SOIL ORPTION SYSTEM (15 *PW TRENC Width Length No. f Trenches PIT No. Of Pits Inside Dia. Liquid Depth IME N DIM N I N SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manua r: SETBACK CHAMBER b INFORMATION Type Of ��u System: �d OR UNIT DISTRIBUTION SYSTEM Header / andold u Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Aa-- Dia. ng i Space — I VD SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over pp II Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No 1jn15PeE;tIUH It . o o I 11MIJULAIU11 C &c 8lh`i�.TSH�B §8A!W %W "p(� ��d��`�"R�� ? 9W - -L014 1.) Alt BM Description = IT cover. k�) 6 � l, 2.) Bldg sewer length = w �(� ` 0.� ckoj;t - amount of cover = p 1 `�j S�-• o .� Gam; Plan revision required? ❑ Yes ❑ No 06 c f o r Ube ot� h side fo diti n 1 ' fry o a � D -6710 (R.3/97) � 1 . v D to Inspector's Signature Cert . No. I 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 Box 7302 14scons Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce p [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, - an 8 1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Check if revision to rev c i State Plan I. D. Number I. Application Information - Please Print all Information ; t^ cation: Property Owner Name V L U P roperty Location TJ oY OewtoPkmehT <f oJ- 1/4 S8 1/4,S Til9 W Property Owner's Mailing Address M umber Block Number T CRQX St Na St„' , ,IA o Ml"v City, State Zip Code Phone u!i bdivision Name or CSM Number Lc t'n /1/ SSA ( `` "� ✓ �45�e IL we II. Type of Building: (check one) `,w ❑ City R 1 or 2 Family Dwelling -No. of Bedrooms : t ✓ oe S Viper ❑ Village ❑Public /Commercial (describe use):_ Town of • State -Owned 1 0 y 3 q y 6 kA Nearest Road Q 6- 17,76-- 1 10-mc Parcel Tax N er(s) III. Type of Perm (Check only one box on line A. C heck box on line B if applicable) p r z- _ A) 1. Q& New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) Jq Non - 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: 3 C) 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 /s ft.) (Min. /inch) (� -Le �'�3 s Elg i GOD ✓ 5 v- S.?/ ✓ , 7 (I , 2) � � ' gL3.v CI VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks se & / Roo P 0 0 1 Iw Ex ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement P Y I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Pl tier's Signature (no stamps): MP/MPRS No. Business Phone Number DARJ2r 14 ui7 RTll V 2 a 1073 ors - 1 1 /42 9=Gs Plumber's Address (Street, City, State, Zip Code) N G'yet 0 /J SIB G 3 Koo3 IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) ,,Approved ❑ Owner Given Initial Adverse Surcharge Fee Determination 2 S d U z pU X. Condi of / Appr /Reasons for Disapproval: * Z, , `•}` �l��ei l�/f (hSl`ctt /!Jf / / StIV /Ca / � t/ ,yea //_ ( �j SBD -6398 (R. 07/00) RESIDENTIAL APPLICATION CONVENTIONAL SYSTEM 600 GPD INDEX AND TITLE SHEET OWNER CHARLES COOK ADDRESS 11800 ABDEREEN ST NE SUITE 100 BLAINE MN 55449 LEGAL DESCRIPTION SE 1/4 SE 1/4 S 8 T Z28 R 19 W TOWNSHIP TROY COUNTY ST CROIX SUBDIVISION NAME EAGLE BLUFF LOT NO, 4 PARCEL ID NUMBER INDEX AND TITLE SHEET PAGE 1 CROSS SECTION & PLAN VIEW PAGE 2 PLOT PLAN PAGE 3 MAINTENCE PLAN PAGE 4 DESIGN BY COMPONET MANUAL SBD- 10567 -F P (R.6/99) DESIGNER DARRELLL HUBBELL LICENSE NUMBER 221073 SIGNATURE aawle PH ONE 715- 425 -6517 DATE 412101 Revs SJ y191a l PAGE 1 OF 4 PL AN view Oad c R +t! • Se c*► v�r g3.7s �r 9 3. 7s' Tench I r} nth a . a` �...ft .�...� dembor � , two - 1q 1MitM�Irt1� "iii LkdftGr.w Lwreftmr 17. '� /c� w•�4s� wP odd C kdl l 12 t l f i t g► .v 600 -� �. 2= S.. O° a F 'I w: a et 1vo �c.'tM Zoeil - 0v h wsark aP Qr I�vc Pe- _;.�.�t q. 3 ff •__�,_ a /, i S 1 A : yo' o" Q / TOP OF N4, t ; h I*Nke roe O F 1 PLOC P. ut L oT 2 R, �i b o vc 8 hound p TJ ' A�� Sefe•►crE prob�e.ns �Yt gM � .N' E 7 1a�' Bench pMwhK 2 0� � f 6 Et 92V, 3f P 0 Bad LO T S a O� y b � a � or 3 Aaot y of q t .. F{ uR�/�1i CX 71$ YZ S�6S / -5t C ro�•mc ry Z on.•ay 7 /S- 3$ -cf�8o The conditional approval of this septic design requires that the management plan be reviewed with the owner or their agent for the building, which it serves. The owner /agent will also be provided a complete set of the plan: Including the management plan. Prover fimctioning of 60 POW TS (Private OU-si m Wastewater Tmu a ment System) or "Septic "BMW i is significludY dey6deut on the quality (i.e. coutamai>auft) and qm ty of wasttwates that goes into rice system. if you lower u1e~ volume, and the amount cif couteminants, the system wui function beat and irsi ivirgtca — aiw`m 4 vs : '•• ' :+" dE?T= Typical system eompone w tnchule a **tic uink to allow for dw settling o €--Ixb and cot WOmeat the greases and oils, aaua a lie filici vu iht Oudd «, .:� say acm: :•..Haim in tht A P lama Macaw a )limy :a d coat - is, r.'b =c dw CIL wd Cf.3e acm_ mhtm f r dosm ; =W sn whim CCII while dr. chdW efficad is nd P in a a—WvNer that is UMM to Protect the Rroumdwater gn16tY and pu l;°- h, tat. (Not all POMM uAll_ inconoraee a dosim puunp.) 1. The system, is designed to accept doMeSbc StIVOO wastCw dW- 2. hotdi avatar- saving appliamom wheaevae and wluxtm possibly 3. Rapair any leaks (no matter how saratp as soon as possible. 4. Neva pour greasm or oils (i.e. contaminsin) down any amain or sWol. S. If you do have a garbage disposal use it sprigly. 6. Tissue is tub only paper product that should be put into the systems ;. ;': chemical of any kind should be p: ra sy+m g. M ih sftdY g - a Lr flows of wares greed the laundry throughout tau week rather "a doing it all at onoa. 9. AvW traf e, over and around ttae Absorption component — especially during the winter months. 10. Avoid planting deep- rooted plants near the absorption com pone:uL 1K,M,W t &_CondMency Plan 1. A properly licensed person must inspect the septic system CMY torte years• The septic tank will requite pummping if the total amount of scum and sob& equals one -third or more of the tank capacity. 2. If the test requires pumping it must only be done by a properly licensed indiviw • 3. 1 1w homeowner should comopiete periodic ObAtWitWo f,:fc ii.Sr.ww.nw pomading is observed, increase the frequency of the inspections and if it persists call the instiller (or other qualified WAWM=O. a. ii gO tyat@W 1" sped& a"Uncnt conVonea :o t m entione ham. unit: requirmmO win accompany m"fiemre'" specifications. S. Timis system may W the use eft V Mlp. If a, 1 has name alarpt svatane msttill,d, which is seal must remain wired to a separate circuit In time event that the alarm is activated mmnindw or if possible eliminate the water use and notify the installer as soon as possible. Tire system is designer b allow fah' same tos m capacity to accuim ate u va the necessary terms have been made; the rem 9 capaelty Is mlaimal — no more than a day or two should pass bdara the repairs sea remade. 6. Wastewater modes ring of quality and quantity is not a normal req»hemeew for resi lontiatl systems; however such monitoring nay become nacmary if pobleam d Any necessary miro: udog shall be dontr aecarnlamce with the requirements of Comm 83.54 (2). pumpigig and lau:na of w�- tawater m~ey be while analysis and repairs arm `WV AJditianal testing, designing.:econstruoioa and/or the ranesdott and :astallad m of additional treatm ad eomponM" or coevermaion to s holding tank may be nary depending on the type of system frih r: For err v ole a c1oe� mitt &calms at the in -sits t�IgrsMel , it may be ,► to acavate die fiuling cell to remove the clogging dal and repair time system as tegaired. . No one should u*ute -r !a smdc tank or other treatment or holding tint-, f any --me" MOO"! be1*9 In full Compliance n ft OSBS atan-dards- for entering, a r0nfined space. Of Ll A , Wisconsin Department of Commerce SOIL EVALUATION REPORT Page oi Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 5 L201)( Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and lycahormn44digtance to nearest road. Please print all ittfol4iih(i -�- t ' Re 'wed by Date Personal Information you provide may be used to saEOndary purposLS (Privacy LgV,,.s."15.04 (1) (m)). Property Owner ? 1 PiopVrtyLocation 520 Q4AP,Kl_ES 5. COOS S� 114 SE 1/4 S g T 28 N R 1`j J Wpo W Property Owner's Mailing Address - # r, ti' "j L Block # Subd. Name or CSM# J '1 I I goo, RC�,ef2ne�A1 NE,' 4�tT I cRO�x _ EAGLE atruP City State Zip Code one NumWuN 7y 0 ity ❑ Village Town Nearest Road �j LA llU E MN 1 5 -5 L1 `f ) �'75h8. 7 RO owJ� SlbAll_�y KA. New Construction User Residential / Numb040dt rt�s" ' Code derived design flow rate idoo GPD ❑ Replacement ❑ Public or commercial - Descx " Parent material Flood Plain elevation if applicable JAIA tt• General comments and recommendations: 2 X 1 Sy5TE•vA ELT -4-Al lAn1 ctzz. v 1 C� Boring # Boring zC� ®pit Ground surface elev 9 i t. Depth to limiting factor j in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I 0 - 10 — Is t 1 E -m Y• m4�r a,)9 vf-m 0.7 ✓ 12 2 C11% 10111244 Si i t lnns f -✓rl 0,2 ✓ 0 3 • 8 l 7.5 Y — Is 4 g y- p a (A) Z'J f-M 0, 1 z -100 • 10V►'L4 �I _ cs� r O5 — p,� 1.2- qZ 3. 3�•q u Boring # Boring 9 2 WN Pit Ground surface elev. Depth to limiting factor _ '71 0 5 in. Soil iicalion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 p 3 10 fZ Z L - S Z4-- m r \)T f- A — 51 f Zdf- M 0.4 0 '(0 3 8 -13 • I OV 3� — 51 1 5 4 - ryl 1 0.4 0. 4 24 ' ID 124 C 14-m V7 ✓ 1, Z 5 28- ro • o �u s O — — 6 .� ✓ z • _ _ _ = BOD < 30 m /L and TSS < 30 m > < > < • Effluent #2 Effluent #1 BOD 30 220 mg/L and TSS 30 150 mg /L 9 _ 9/ L CST Name (Please Print) ignature CST Number R S E 224832 Address Date Evaluation Conducted Telephone Number W9ra 69U'h Me yeR FALLS t,jr 59a2?_ 11 -02-00 (. 15)4Z6- 1 L ' r, t.Ar 4 Property Owner COb K �GYt ��L Parcel ID # Page 2 of - Fc-1 ❑ Boring �Z(�• !;-/ Boring # Pit Ground surface elev. S ft. Depth to limiting factor -r t 0� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I 0 -5' • Ia4r. 3 /1 = 5►i -m q r M4- it 0-AO 3 _ .S 0•$ z S- 10 v2312 — 511 nnsb m r ct b Z-A -co 0. ,3 3 -Ib ' OV 3 14 S►� bFxbK QS air- D.5 0.$ 4 31 ). K — 5 1, rA r C s 0.1 V 5 1 - 5 q 7,5 y c s I CS I f 0.7 ✓ 1. V q -! to k s c 05 A 1 — ' 0. d I Z F-1 Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft? In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F Boring # Boring ❑ Pit Ground surface elev. Ft. Depth to limiting factor In' Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff` In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 Effluent #1 = BOD > 30 5 220 mg/L and TSS >30 < 150 mg /L ' Effluent #2 = BOD 5 30 mg/L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.6/00) I nd � � � u _ ak, 6 1 PLOT PLAN h. p �GpGn7Y G WNc�.. COOK c flat I,EGzNn, I.GGAL GESCrIpTGN, T LI L uu F P 1= TOP o F M fm- o Lrfro lE I-OCA Fn I N THE 5 Z - FTtIE db *i 2= "Toe OF I'' PVG piPE Il" SE` SEC. Y0 `lOk1 OF TRH �1�OVE � Kt_OUAlO SUt�FAC� _ ST. Cgo k a' - Lwlu 5011, 60RING W/ 6AC;CNG'c NO COMM 83 5�TACK i /j ti ELF' SO �o" w > B $ \\ E4 _ I � UOT " Scp v o{ << dooA e f "LP Z , I� 51609 C5f � x 17A1�: II -OZ -oo PAre L 4 OF 4 CONMOLU�, u JJES F-CR c T- — — I1J E}14,t,E lSLt SI�IBU• i 'k ® 8 413 / 4C / i 4► ` ST CBOIB COUNTY SHMC TANK MADnM ANCB AtII VT AMID OWNERS W C'B&TlFiCATION FORM Ul Owtiedl�rer 7 � L��� Address - -_1__t �� © ��tn- S"�� /D /.=�. , / s — s�o y Propo ty Addc n City/Stabe Patrol Ideuti$caaion Number Fropargr �, % Sec, g _ T, 4- LW, Town of T ° y Sabdiveseao ���� e = L0t # _. Y._.• . Cbemd swTv map # gS �..._ vobmoe pqp # W,�y Deed # 39 3 �f _._._ . vobam4a S'S� . Pqp # G 3�Fgf l I LIy� Specs boom ® y+ea ❑ no Got Una idand$abla !3 you ❑ no Iaapaopt>tee aoe! uyeof yoaer eeptia system oosald tesadt is ib pe+eeeeetaee 0ai6Qatio Leerale er,Wes. Pfeaptaasiobetesoe aoasisst afpaoWbs an * 0 septia 1wk ovay dM yes= or saaaey if »rsededby a Koeasod pwoW. VANym pa boo dw ig him oaa altbot tba dmoBm of the sepde >amie as a 4eamaast a4pe is daa teats dispoal syesem. 90 popery aemw epees b obeeait b 8t. Cook Zsaing Dapwftweat a aeati8oatioetd x=6 sipsd by dw oat sad by a ! ■ 101w) P 12 bararalioomdpwpacoaei ly1ep16st(i)AWMHilsv - min aaer44=11a3 -, is btPaopeeapasi3opaaadilioa emdit � �Peailoa► C�,9).�a saplk tdc L few � I!� �B ofaludpo� Us% daa m III used tore n" *a share kt sod arm to aasiefthL dos pdkve sewape &Mod system vft tbs dn&o de sot dotk bwd% as aodW dos Depw m wofOommeaos sad a o Dsp utmwetbIalratd Rwo=oaR fete of Wia000dL Cwd&Wm skit tbst year septic syd= Lao ban Moh O eamt be ooneptoted sad t+eW=d to So Oak Co=V Zaft Offt wb6i - 30 dqs of 66 ft= Yost aar{ebatioa 6%6 OMMU RB OZ APPLWAM DAIS I (ere) am* chat alt Ash meaae an ibis >tm see Mao to des beet of my (ow) Wwbd®L I (we) M (ate) *9 oases) st doe psapaety *so&" abov% by tutors of a weneft load moubd in Rapielaa of Deed Ofea slCib AU= oa�APKicAW _ DA ----- . " AV iadaemsdoa that is asaiwepeeseased may matt iat tw eaa" po a ok babad nvaimd by daa Zoaiap DspWbomL """ +• Loleda witle tlds sppitaatieeo a sha4bd Meueaaq► dead Seem to Rust of Deed: offin a oopy of tae oeaffia surrey map if ssdetaooe is made in 68 serama *deed III: 1589na 491 io ` STATE BAR OF WISCONSIN FORM 7 - 1998 638939 TRUSTEE DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number ST. CROIX CO. WI ARTHUR N. AND MARILYN E. FEYEREISEN RECEIVED FOR RECORD - -- 02- 21 -2n01 10:30 AM TRUSTEES DEED as Trustee of !: EXEMPT N 17 T HE FEYEREISEN REVOCA TRUST CERT COPY FEE: COPY FEE: TRANSFER FEE: RECORDING FEE: 10.00 for a valuable consideration conveys without warranty to TROY DEVELOPMENT PAGES: I CORPORATION '. RRCMd nq Arc � Grantee. the following described real estate in ST. CROIX County. ' Name and Return Address State of Wisconsin: T 0 DEVELOPMENT CORPORATION 129 CENTERAL AVENUE ALL OF OUTLOTS 2, 3, 4, 5, and 6, AND LOTS 2, 3, 4, and BL INE, MN 553004� p� 10 OF THE PLAT OF EAGLE BLUFF, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. EXCEPT THOSE PORTIONS OF THE FOREGOING PROPERTY THAT 040 - 1037 -60 -000; 040 - 1065 -60 -000 ARE WITHIN THE LEGAL DESCRIPTION CONTAINED IN THAT 0 - 1067 -10- 000 040- 1037 -80 -000 Parcel Identification Number (PIN)Q O— CERTAIN DEED FROM GARY W. FEYE — EISEN AND RONDI A. FEYEREISEN DATED / d o/ VOL. /S�y PAGE `� `J DOCU NT NO. RECORDED ii THIS DEED IS GIVEN IN PAR'IAL SATISFACTION OF THAT CERTAIN LAND CONTRACT BETWEEN THE PARTIES DATED /a 8 Avoo RECORDED A -12 U I VOLUME /S � y PAGE ��(„ AS DOCUMENT NO. Dated this 28TH day of DECEMBER 2000 (SEAL) �� L) (SEA � MARILYN E. FEYEREISEN ARTHUR N. FEYEREISEN Trustee Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) �� 1 �R N / cy C I-t . C ✓ State of Wisconsin, r• ss. +yf A. G+� Cat C t) +� County Personally came before me this day of authenticated this day of R/ «' moo the above named TITLE: MEMBERS TE BAR 0F,4iSCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06, Wis. Slats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY HEYWOOD & CARI, S.C. SAMUEL R. CARI _ 204 LOCUST STREET, BOX 125, HUDSON, WI 54016 Notary Public. State of Wisconsin _ My commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not ) necessary.) ' Narnea of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN W.sccosn Legal Blank Co.. Inc. TRUSTEE'S DEED FORM No 7 - 1998 Ma—kes. Wis. • r 15890A5i 489 STATE BAR OF WISCONSIN FORM 1 - 1998 638935 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between GARY W. FEYEREISEN AKA GAR 02 -21 -2001 10:30 AM FEY EREISEN AND RONDI A. FE YEREISEN AKA RONDI FEYEREISEN, !' AND AND WIFE WARRANTY DEED -- - - - -- - EY.E.4PT M Grantor, L CERT COPY FEE: and _ - T ROY DEVE CORPORATION E: TRANSFER FEE: 761.70 -- - - - -- RECORDING FEE: 12.00 -_ -- - -- PAGES: 2 Grantee. I; Grantor, for a valuable consideration, conveys to Grantee the following f.. described real estate in ST- ,t.ROIX _ County, State of Wisconsin (the Property ") 11ecordlcy Area Name and Return Address YAI DEVELOP MENT CORPORATION 1 CENTERAL AVENUE 41230 NE, MN 55304 SEE ATTACHED LEGAL DESCRIPTION a W . _... -. II 040 - 1037 -70 -000 Parcel identification Number (PIN) This IS NOT homestead property. YW Os not) !I I� ! �1. I !I Together with all appurtenant rights. title and interests. I� Grantor warrants that the tide to the Property is good, indefeasible In fee simple and free and clear of encumbrances except Dated this 28 TH _ day of DECEMBER 2000 ii (SEAL) (SEAL) GJ W. FEYER SEN (SEAL) „/ rte' ��D�"Y'� � �LYL� (SEAL) RONDI A. FEYEREISEN AUTHENTICATION ACKNOWLEDGMENT o Gw�� lJ )Cc Signature (s) / State of Wisconsin, _ SV�� �CyCRS�It✓ SS. County - I' authenticated this Z Personally came before me this day of L! the above named - i TITLE MEMBE TATE BAR O SCONSIN Ate✓ C�+IRI — to (If not. _ me known to be the person who executed the foregoing ,! I authorized by §706.06, Wis. Stats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY H & CARI, S.C., SAMUEL R. CARI Notary i State of Wisconsin 204 LOCUST S TREET, BOX 12 HUDSON, WI 54016 4 My com is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not ) necessary.) Name, el persons Signing in any capacity must be typed or printed below their signawre. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. WARRANTY DEED FORM No. 1 - 1998 Wwaokae, WIS. Vol .15899Ar,: X90 A parcel of land identified as Lot 1 on the Certified Survey Map filed with the Register of Deeds, St. Croix County, Wisconsin on May 3, 1993, Doc. No. 498385, Vol. 9, Page 2613 and further described as follows: Located in part of the SW '/. of the SE' /. of Section 8, Township 28 North, Range 19 West, Town of Troy, St. Croix County, Wisconsin: Commencing at the S % of said Section 8; thence N88 0 32'41 "E, along the South line of the SE % of said Section, 1242.53 feet; thence NO3 0 17'15 "W, 1.81 feet to the point of beginning; thence continuing NO3 °17'15 "W, 503.31 feet; thence S89 0 05'13 "W, 214.18 feet; thence S19 0 20'44 "W, 456.43 feet; thence N89 "W, 280.00 feet to the point of curvature of a 233.00 foot radius curve, concave Southerly, whose central angle measures 28 ", whose chord bears S76 "W and measures 114.29 feet; thence Westerly along the are of said curve, 115.47 feet to the Easterly right of way of the town road (Townsvalley Road) being a point on a 610.62 foot radius curve, concave Westerly , whose central angle measures 6 ", whose chord bears S27 "E and measures 66.01 feet; thence Southerly along the arc of said curve and said Easterly right -of -way, 66.05 feet to the point of curvature of a 167.00 foot radius curve concave Southerly whose central angle measures 28 ", whose chord bears N75 "E and measures 82.98 feet; thence Easterly along the arc of said curve, 83.86 feet to the point of tangency; thence S89 "E, 674.62 feet to the point of beginning. The right is also granted for use of Road Easement Outlot 1 on the same map. A parcel of land located in part of the SW % of the SE % and in part of the SE % of the SE % of Section 8, Township 28 North, Range 19 West, Town of Troy, St. Croix County, Wisconsin further described as follows: Commencing at the S Y, corner of said Section 8; thence N88 "E, along the South line of the SE '% of said Section, 453.48 feet to a point on a 577.62 foot radius curve, concave Westerly, whose central angle measures 05 ", whose chord bears N27 "W and measures 55.37 feet, said curve also being the centerline of a town road; thence Northerly, along the arc of said curve and centerline, 55.39 feet to the point of beginning; thence Northerly along said centerline, being the arc of a 577.62 foot radius curve concave Westerly whose central angles measures 07 ", whose chord bears N34 "W and measures 79.81 feet; a distance of 79.88 feet; thence N38 1 "W, along said centerline, 464.03 feet to the point of curvature of a 475.00 foot radius curve, concave Easterly, whose central angles measures 22 ", whose chord bears N26 "W and measures 187.23 feet; thence Northerly along the arc of said curve and centerline, 188.46 feet to the North line of the S Y2 of the S' /z of the SE %; thence N88 "E, along said North line, 2625.89 feet to the East line of the SE' /.; thence S00 "E, along said East line, 656.63 feet to the Southeast corner of said Section 8; thence S88 "W, along the South line of said SE %; 1404.47 feet; thence NO3 "W, along the East line of Lot 1 and Outlot 1 of Certified Survey Map recorded in Vol. 9, Page 2613 at the St. Croix County Register of Deeds Office, 505.12 feet; thence S89 "W, along the North line of said Lot, 214.18 feet; thence S19 "W, along the West line of said Lot, 456.43 feet; thence N89 "W, along the North line of said Outlot 1, 280.00 feet to the point of curvature of a 233.00 foot radius curve, concave Southerly, whose central angle measures 28 ", whose chord bears S76 "W and measures 114.29 feet; thence Westerly along the arc of said curve and North line, 115.47 feet to the point of tangency; thence S61 "W, 33.02 feet to the point of beginning. Subject to right of way for the town road along the Westerly 33 feet and Subject to all other easements, restrictions and covenants of record. Together with an easement for ingress and egress over Outlot 1 of Certified Survey Map in Vol. 9, Certified Survey Maps, page 2613, Doc. No. 498385 EXCEPTED FROM THE ABOVE DESCRIBED PARCELS: LOT 1, PLAT OF EAGLE BLUFF IN THE TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. SMi a OUTLOT 1 g 5.469 ACRES 238,241 S.F. o 'EX /STING Fl / HOUSE w Z I / I V E E ITS / LOT 1 1 i o f N 82 °00' 00" i 'RES / C.. / �/� I 134.66 N 82 000' 00" E 147.6 PAGE 26 l3 S N, a o i 1 N t 1.027 ACRES to oo DO_C. 4983851 50' o� 44,736 S.F. cr 8 gIN o� o a�y o\ �' = o° r , : is o / 1 5.64 10 4.04' 4 � A� DOC.1498385 h I S 8 2 °51' 03.. 1.013 ACRES s '� 1 69.68 4,108 S.F. 00010 Ra80' 5 349.08' S7 150.1�iv 1.168 ACRES , pp; , <874 S.F. /o 349.08 �_ _ \ v 3 59" E) 1.210 ACRES J� 52.729 S.F. &4$ N gGF eMFNT ; • 0• �, / y� ° c� ?? Op - , �Q' /N 88 0 36' 10" E N o 6'_ o h: o o P o • 2647.02' 72 8 °00' 0 000 CV w 1.615 ACRES oo• �� s 28 6 `•� OUTLOT 2 N co 70,358 S.F. i ,� 4, 1 OUTL0 6 o a �'' o °° 1 � i. o N o; • 1.000 ACRE i �o ;� ` \�'i 7.292 ACRES ° o 0 ° M Sri - A `� 43,563 S.F. o o° o� 0 N ^ m 253.9 �� \ 317,625 S.F. N / N ° c 134.69 \ 2 0 I 247.69_ I X222 N L � 15' 11 2 130.54' 631.079.22 3/ N 3/4 Z — `. 117. Z E I �o 119.4 81 57 ' N 1 ' 12 I o °' �° o\ ° `'oo m I 1 0 �SVALLEY ROAD I � 1 ° 1' � N I \`` Q• 1 .. 194.31' s 81,59129" 116.75' \ 7.5_6' t 4 3 , 1087 . A AA\\ �i� I N X47,336 S.F. �\v I I , I g o 1 r �0 1 1 0 - °oo 1 1 I 1 rn 39 rya /0\ I I 1.029 ACRES 4i . 1 1 I I 91 l 44,824 S.F. ry 3 P. °��,99 �° °tip 38 / ° / w So J'1.030 ACRES ° .N 44,868 F. cy "o/ 3-1 1 I I \ 1 1 , 3/4" 80. 1.. N S,o eS �� /1.063 P i •&46.5 d,*Dro, �l• s' 46.291