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Home My WebLink About040-1037-20-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division 4 1 INSPECTION REPORT Sanitary Permit No: 453242 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)]. Permit Holder's Name: City Village X Township Parcel Tax No: Fe ereisen, Norman I Troy Township 040 - 1037 -20 -100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 0 (� Y-W ' 'i M E a rray) 08.28.19.123A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer -7.8q / Holding St/Ht Inlet 0 •3 r / St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROA Dt Inlet �- Septic ,`� Dt Bottom �- — Dosing Header /Man. rO � �?Z J Aeration Dist. Pipe a bS 1 — l Holding Bot. System ?'. 7 73 - PUMP /SIPHON INFORMATION Final Grade 77, 0 Manufacturer GP and St Cover T 7d J Model Number TDH Lift Friction L ss Syste Hea TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia DIMENSIONS 3 1 s GO N /A a , SETBACK SYSTEM TO P/L BLDG WELL LAKE /STRE LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR yp _ / / �w0 UNIT Model Number: Ve Al ce d v. O � DISTRIBUTION SYSTEM Header /Manifold IDistribution x Hole Size x Hole Spacing Vent to Air Intake p / 4 Pipe(s) Length / Dia 1 1-eng SOIL COVER x Pressure Systems Onl x x 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 1 y Topsoil 1 Yes f` I No !Yes " No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:// In soe? / Location: 429 Townsvalley Road Hudson, WI 54016 (NE 1/4 SE 1/4 8 T28N R1 9W) 40 acres Lot Parcel No: 08.28.19.123A 1.) Alt BM Description = 2.) Bldg sewer length = - amqunt of cover = - 7'� X 04y , � V1ti 4 or rl T - -- - - -- -- - - - — - Plan revision Required? (] Yes No Use other side for additional informs on. — �l Date I sepctoes Signature Cert. No. SBD -6710 (R.3/97) Visconsin Safety and Buildings Division County n 201 W. Washington Ave., P.O. Box 7162 T C.0 o Madison, WI 53707 - 7162 Sanitary Permit Number (to be fili d in by Co.) Department of Commerce (608) 266 -3151 3 Sanitary Permit Application State Plan I.D. Number J _ Q In accord with Comm 83.21, Wis. Adm. Code, personal information you provide / ` may be used for secondary purposes Pr' .04 I m Project Address (if different than mailing address) I. Application Information - Please Print r ation ' �Z 9 - 7a - wn S vx� t E/ Prop�e Owner's Name MAY 2 5 2004 Parcel # Lot # /} Block #/ 14 Property Owner's Mailing Address I CROIX'i;OUN'1 Property Location Al2q I-- W4s V l� 0 f ZONING OFFICE g� 23 1 F %, .SL: Y., Section CJ City, State J Zip� Code T7P,� one Number ,Q 2 �7� 6 r ! ' 386 7 T G�i N; R of W e) _B 7 ' J II. Type of Building (check all that apply) n _ I , t Subdivision Name CSM Number I or 2 Family Dwelling - Number of Bedrooms si',C -J T� �� - SPL /T ❑ Public /Commercial - Describe Use '\ /! ` .� lu El Owned - Describe Use UI�T / 7 �� ❑Cih_ ❑Village Township of z7 �— III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. 11 �t�+ New System �a Replacement System ❑ Trcatment/Holding Tank Replacement Only El Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS Sys tem: Check all that appl IN No - Pressurized In- Grou ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter chin Sr ❑ Drip inc ❑ Gravel- ess Vip ❑ Other (expl Z V. Dispersal/Treatment Area Information YS 3 4 1 - CAAIII Design Flow (gpd) Design Soil Application 0 te(g Dispersal Area Required (st) Dispersal Area Proposed (sf) Systc - (Elevation / 600 1 . - 1 9:5 1 0 gZ ,o f/ VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank ne Z 5o it w- Aerobic Treatment Unit � Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/ Number Business Phone Number — FIM 7, z (65z 715-7 Plumbe 's Address (Street, City, State, Zip Cod 31 z8 t-4 /Vvt &J d VIII oun /De artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater D Issued sluing Agent gna a ps) ` Surcharge Fee) p G ❑ Owner Given Reason for Denial IX Conditions of Approval/Reasons for Disapproval PQW7-T 77 STEM OWNER: 1 Septic tank, effluent filter and 4 6 p 3. Ispersa ce mus s rviced / maintained as went plan provided by plumber. 2• main c comp ete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 01/03) JOB Norm f �,erei.e✓1 TIMM EXCAVATING SHEET NO. OF Route 1 Box 192 c _ WILSON, WISCONSIN 54027 CALCULATED BY DATE 7 2 / (715) 772 -3214 MPRS � WI CHECKED BY DATE d•Z�c SCALE ,.` 30 , ! i ! ! ^ Ll i ..........:.. i 1 I i i i : i i ... 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I�._ .... ..... .... .... ..... .... .... . ... o : ! ; ........ .. i ; i ..... ..... ..... ..... .... .... .... .... ..... .... �....... `...... .... i.. i i [ i .... 3.. r ....................:.. ...: W.......:... ..........:......... �" �.,. ... o ►�Sp+'- ......... ......... ...... ........ v... ...:... .........:..... ............ ............................... .... .... ..... ..... _... ..... ........ .. .. 4 "1/ ... ...:... ...:.... _... ... 1 ..... ... ............................. ............................... .... .... .... .... ..... ...:......:... ..... ..... . . . . : : : : : : : : : , : : .... i ... ! ! i ..... .... .... ..... .... ....... {................... i 1 �.. i .. : FROO=100.7�W- Orchm ANa. 01471. To Order PHONE TOLLFRM i�B00d2569B0 JOB lVOrrsi re re /�P✓1 TIMM EXCAVATING SHEET NO. OF Route 1 Box 192 WILSON, WISCONSIN 54027 CALCULATED BY DATE (715) 772 -3214 MPRS ��j t WI' CHECKED BY DATE 4g& 2'7 SCALE i i i i i i JJ I I . ...:...... ....:....... ..........:........: ....; ........:. .....:.... . . : : . . . . . . . : : : . . . . . . : : . . . . . : N --- ' . * "- : . . . ................. . .. ........ .......... .......... .... : ................. ............................... .................................. :........ ...:... ..... ..... ..... .... ..... .... ........... .......... ........... ........... ........... ..:.....:... .......... ......... . ' ....................... ........... ........... ........... ........ ........... ............... ....................... .......... .......... ... . ....... ....................: ..... ...:.. ..... ............ .......... ........... ........... .......... ........................ .......... ........... ........... .......... ........... .......... ........... ........... ........... ...................... ................................... ........... ..... ....... . ..... ............................................. .......... ................... ............ ..... ...... ........... ........... .......... ............ .......... .... ...... ........... ...................... .................................. ........... ........ ....... ........... ----------- .... . ............ ............... ..................... ............. ........... ............................. ............... :........ .. .... ..... ..... .... .... ........... ........... 4 { .. ... . .... . ..... _... ....... ........... ........... ........... ........... .......... vis le lat. UJYA Y�... ..... .... ... .... ........ ........... ... ....l t3 �10��2 A_..... .. ........ ... a_ . .................. f j . .... ti O .. ..... . c1� ..... . ... .... 3 ............. .. ... ..... ..................... ..... .... ..... . ...... n o _ r5 to ....... pp � D - - - -. 1.. n 17..�a Ll wed PRODUCT 205-1 � Inc„ Groton, Mau. 01471 , To Order PHONE TOLL FREE 1-800-225 -6380 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer D�'wl ��t e1,,,¢1t A Mailing Address Property Address (Verification re uired from Planning D partment for new construction) JEX I S T Ce- 4YQ z) City /State 6,�apy t)z Parcel Identification Number 0y0 - ) Zo -p LEGAL DESCRIPTION • 1 Property Location � L ' /4, 57 -*-- ' /a, Sec. 8 , T aD N -R /'I W, Town of ! �N Subdivision ka Lot # Certified Survey Map # /U 4 , Volume , Page # Warranty Deed # _ 17 Volume / Page # l Y P/h?2lirilir � — Spec house ❑ yes K no Lot lines identifiable 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 Department 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 days of e three year ex ' tion date. �C� J 10 ,5j V S GNATURE OF APPLI 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 owner(s) of the property y described above, by virtue of a warranty deed recorded in Register of Deeds Office. 3f G ' 54ATURE OF A.PPLICOIT 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 System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Timm Excavating, 715- 772 -3214, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water- saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5 Garbage disposals are not recommended; if you must have one, use it sparingly. 6 No paper products other than tissue should go into the system. 7 No chemicals should go into the system. 8 Avoid surge flows of water; try to spread laundry throughout the week. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2 If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids to the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7 Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8 Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 I ORIGINAL 2037 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8% County x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 040- 1037 -20 -100 Please print all information. Re ewed Date Personal information you provide rnay be nv aw, s. 15.04 (1) (m)), Property Owner Property Location Feyereisen, Norman /Shirley Govt. Lot NE 1/4 SE 1/4 S 8 T 28 N R 19 W Property Owner's Mailing Addre Lot # Block # Subd. Name or CSM# 429 Townsvalley Road City fate ` p ifiber City _]Village a Town Nearest Road Hudson I W - - 7 Troy I Townsvalley New Construction Use: 16 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ✓, Replacement Public or commercial - Describe Parent material sandy /loamy outwash Flood plain elevation, if applicable NA General comments ✓/ and recommendations: instal "conventional" in- ground trench system @ system elevation of 92.0 w/ 0.7 gpd /sq ft loading Boring # - Boring 601 Pit Ground Surface elev. 96.2 ft. Depth to limiting factor > 1 15 in. Soil p g 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 1 0 -16 10YR 2/1 - sil 2 f sbk mvfr gs 1m .6 .8 2 16 -33 7.5YR 3/4 - sil 2 f -m sbk mvfr gs 1 m .6 .8 3 33 -43 7.5YR 3/4 - sl 1 m sbk mvfr cs 1m .4 .7 4 43 -115 7.5YR 4/6 - s 0 sg dl - - .7 1.6 Boring # i Boring 46 Pit Ground Surface elev. 96.0 ft. Depth to limiting factor > 120 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 1 0 -18 10YR 2/1 - sil 2 f sbk mvfr gs lm .6 .8 2 18 -25 7.5YR 3/4 - sil 2 f -m sbk mvfr gs 1 m .6 .8 3 25 -38 7.5YR 3/4 - sl 1 m sbk mvfr cs 1 m .4 j .7 4 38 -120 7.5YR 4/6 - s 0 sg dl - - 7 1.6 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " E uent #2 = s --<,30 mg /L and TSS < 30 mgC CST Name (Please Print) Si a re: CST Number Henry F. Grote i 14 - 4 - 2 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 5/5/2004 715 - 233 -0398 Property Owner Feyereisen, Norman /Shirley Parcel ID # 040 - 1037 -20 -100 Page 2 of 3 F31 Boring # �jj Boring 0 Pit Ground Surface elev. 9 j6.6 ft. Depth to limiting factor > 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -14 10YR 2/1 - sil 2 f sbk mvfr gs 1M .6 .8 2 14 -30 7.5YR 3/4 - sil 2 f -m sbk mvfr gs 1 m .6 .8 3 30 -36 7.5YR 3/4 - sl 1 m sbk dh cs if .4 .7 4 36 -120 7.5YR 4/6 - s 0 Sg dl - - .7 1.6 F-1 Boring # _jI Boring _j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I i I F-1 Boring # Boring I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I � I 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 (R.07 /00) Certified Soil Testing 1 �+J V k C�is,Uti Ca�,.�� 4- t3 I 1 / LR 3 eS� LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF TROY COMPUTER NUMBER 040 - 1037 -20 -100 Parcel Number 8.28.19.123A OWNER NAME: First NORMAN & SHIRLEE Last FEYEREISEN PROPERTY ADDRESS: Hse # 112 PD -- Street Name -- Type SD Apartment 429 TOWNSVALLEY RD SECTION 8 TOWN 28N RANGE 19W '/4160 '/440 Line Description Line Description TOTAL ACREAGE 37.312 PLAT LOT BLK 01 SEC 8 T28N R19W 15 02 NE SE INCL RR R/W 16 03 EXC AS DESC 1674/381 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, 178- History, F10 -Exit PAG JL I A I k IlAlit ol. WJ.' 1-() 100 1 1 Mis IlEip �5 IGN:�Z - .7 1 7 7 WAUHANTY 00A) KATHLEEN H. WALSH REGISTER OF DEEDS Documont Ntpmt)nr ST. CROIX CO., WI RECEIVED FOR RECORD This De made be,,Lhn NORMAN AND SlJLR1.EE 07-05-2001 3:30 PH J BAN -YEREIS " i A. FE HIJ WARRANTY DEED ....... ... EXEMPT # Grantor, CERT COPY FEE: and __ COPY FEE: Troy TRANSFER FEE: 450.00 RECORDING FEE: 12.00 Grantee. PAGES- 2 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State or Wisconsin (the "Property"): Recording Aiml i Name and Return Addre Northeast guarter of the Sou ter and the S4 theast - Quar ter wood S.C. - uar�7 ortRe Southeast 2uarter u- lea r :)UttWgs-E-'&.u—art-e-r--oT--tEe—Southeast - ge — ction 8, L roy, E. Cro County, Wisconsin, 0, t St., P.O. Box 125 '2 Cari, H 14 dDescribed as follows: Commencing at the 11 H son, W1 54016 Southeast corner Iof said Section 8; thence N 00'49'28" W (Bearings 0 1 ' ISW referenced to the East line of said Southeast Quarter of I iSection 8, assumed to bear N 00 W) 656.64' along ... .. . Ilsaid East line; thence S 88 W 222.95' along a 040-1037-20 ] ,Northerly line of the plat of Eagle Bluff to the point 040-1037-50 11 of beginning; thence South 88 W 577.05' along Parcei Identification Number (PIN) !!said Northerly line; thence N 24 E 1056-64'; This — homestead property. 1 ! thence N 88'37'26" E 346-48'; thence S 00 ° 49' 28" E (is) (is not) i 1635.83' along said East line of the Southeast Quarter; thence Southwesterly 117.14' along a 267.00' radius curve concave Southeasterly whose chord bears ilS 48 W 116.20'; thence S.35" 30' 00" W 121.30'; thence Southwesterly 156.93' is * !along a 367.00' radius curve concave southeasterly whose chord bears S 23 W i!155.74' to the point of beginnin I%E� PE 44 144 of Section 8, Township 28 North, Range 19 West, �LSO esc e "A A a Refd to. This parcel of land contains 11.498 acres, more or less, being 500,831 square feet, !;more or less, subject to easements of record. li it Together with all appurtenant rights, title and interests. 1: Grantor warrants that the title to the Property is good. indefeasible in fee simple and free and clear of encumbrances except I - Dated ;his day of July 2001 —(SEAL) (SEAL) g Norman Feyerelsen A. Feyere en (SEAL) (SEAL) li AUTHENTICATION ACKNOWLEDGMENT i Signature(s) Norman and Shirlee A. State of Wisconsin, Feyerelsen ss, County. authenticated this f 2L Jy 2001 Personally came before me this day of the above named S-cmel R. Cari TITLE: MEM - M - X1`f_BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §705.06, Wis. Stets.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Heywood & Carl.S.C. -- ID - 4 — Locust.St., Hudson, W1 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.) Names of persons signing in any capacity must be t or printed belo-w their signature. STATE BAR OF WISCONSIN Wisconsin Legal Stank Co.. Inc. WARRANTY DEED FORM No. I - 1998 Milwaukee Wis. Vol_ .1674NCE382 EXHIBIT "A" A PARCEL OF LAND LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 8. T28N, R19W. TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SE CORNER OF SAID SECTION 8, THENCE N 00 °49'28" W (BEARINGS REFERENCED TO THE EAST LINE OF SAID SE 1/4 OF SECTION 8. ASSUMED TO BEAR N 00 0 49'28" W) 656.64' TO THE POINT OF BEGINNING; THENCE S 88 0 37'26" W 222.95' ALONG THE NORTH LINE OF LOT 13 OF THE PLAT OF EAGLE BLUFF; THENCE NORTHEASTERLY 156.93' ALONG A 367.00' RADIUS CURVE CONCAVE SOUTHEASTERLY WHOSE CHORD BEARS N 23 E 155.74' • THENCE N 35"30'00" E 121.30' THENCE NORTHEASTERLY 117.14' ALONG A 267.00' RADIUS CURVE CONCAVE SOUTHEASTERLY WHOSE CHORD BEARS N 48 °04'05.5" E 116.20'; THENCE S 00 °49'28" E 314.17' ALONG SAID EAST LINE OF THE SE 1/4 TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 1.004 ACRES. - MORE OR LESS. BEING 43.723 SQUARE FFFT MORE OR LESS. SUBJECT TO EASEMENTS OF RECORD. 99-2417