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HomeMy WebLinkAbout032-2063-90-260 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 515044 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: Kielsa, Kris I Somerset, Town of 032 - 2063 -90 -200 CST BM Elev: Insp. BM Elev: SM Description: Section/Town /Range /Map No: /4!> 1 6 Y\A CST 18.30.19.752b TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER 1 CAPACITY STATION BS HI FS ELEV. 5 Septic F• Benchmark /�� /VC> Dosing W j Alt, BM F.► i�d 6ZS 0.58 /�y.,�c, Aeration Bldg. Sewer 1.0 // Y 47 Holding St/Ht Inlet 17'25 54 glrl-• 5 St/Ht Outlet 5 . 71 9q , 3 3 TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet \ Septic J� 120 / 1 Q / Dt Bottom / Z Dosing Header /Man. 7, 5 c 7• 5-Y Aeration Dist. Pipe `7 • J 9• Holding Bot. System ' PUMP /SIPHON INFORMATION Final Grade 71 �• 3 Manufacturer Demand St Cover P Model Nu er �r I Q Cl (V - 4� TDH Lift Friction Loss Syste ad TDH Ft I _ / G q 5q Forcemain Length Dia. Dist. to well J SOIL ABSORPTION SYSTEM BED/TRENCH Width Length / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ft _� SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer, /,, INFORMATION CHAMBER OR •�U7 Type Of System: •7� �Za i !�� (e UNIT Model Number: I�J/T U DISTRIBUTION SYSTEM /� f"/ 4-1 _- #z- v Header /Manifold it Distribution x Hole Size x Hole Spacing Vent to Ai ntak //EE,,•• Pipes) `� \ Zvi FlD Length !Z Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only K Depth Over I Depth Over xx Depth of xx Seeded /Sodded j xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 1� ` Yes [] No Yes [] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 1532 Heron Lane Somerset, WI 54025 (NE 1/4 SE 1/4 18 T30N R1 9W) NA Lot 2 Parcel No: 18.30.19.752b 1. tion = Alt BM Descri ' p F.I�� ��- �t...._ r tL 2.) Bldg sewer length = AY - amount of cover = ``��� --�� Plan revision Required? Ly Yes J No [: , � S 46 Use other side for additional information. _ l(/ Date 4�lnsepclo Signa Cert. No. SBD -6710 (R.3/97) I Safety and Buildings Division County N201 W. Washington Ave., P.O. Box 7162 64% C(a; K pisconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 5156 U Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.2 1, Wis. Adm. Code, personal inform ' y I& may be used for secondary purposes PrivacyRec Project Address (if different than mailing address) I I 53 Avg �c . Application Information - Please Print All Information 'e J MAR 10 Property Owner's Name Parcel q t N Block # t o ST CR 7 C IN4OFFICE Z Z _ Cr' Prop er's Mailing Ad ress tf Property Location I � 6 > /0 a �kJ ✓ 4 F y, SE- 14, Section City, State Zip Code Phone Number /l c,rcle ) T _;�2 N; R orJ 11. Type of Building (check all that apply) 01C C -0-a I or 2 Family Dwelling - Number of Bedrooms Subdivision Name CSM Number jj C ❑ Public/Commercial - Describe Use r !d Z J Z 7- -z J C1 State Owned - Describe Use ❑City_ ❑Village Township of ref a f III. Type of Permit: (Check only one box on line A. Cofnplete line B if applicable) A. ❑ New System Replacement System ❑ Treatmcnt/Holding Tank Replacement Only ❑ 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 System: Check all that appl X Non - Pressurized In -Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter Cl Constructed Wctland ❑ Pressurized In -Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand alter Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersaVrreatment Area Information: wu 'e S �!� Design Flow (gpd Design Soil Application "y ,/ Rat e p dsf) Dispersal Arca quired Dispersal Area Pro osed (s S to Ic tion T (a U ✓ 81 J ,i y.b V11. Tank Info Capacity in Total Number Manufacturer Prefab Si a Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New I Exist 2 ing D / 7 C Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit t7� Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu cr's Signature MP/M� PRS Number Business Phone Number �� �a �� 1 21-5 - 77z-3zi� Plum s Address (Street. City, State, Zip Cod - 7 VIII. County /De artment Use Onl ApprovedDisapprov Sanitary Permit Fee (includes Groundwater Date Issu d Issuin ent Si V 7(! ) Surcharge Fee) 75 1 t� �� iven Reas r Denial J IX. Conditions of ApprovaVReasons for Disapproval n + SYSTEM OWNER: 3) 15 k - 5 66 �a fie. �c 1. Septic tank, effluent filter and I !n1 -- / dispersal cell must all be services / maintained Go I- L as per management plan provided by plumber. i 2. I Use r g*l=bi o tt must be mair►taint3d Pw aPPNpble code / 1 �! (u., ec /.�1.. /r�r�_ f'7 tl vv... �G�o ✓� Attach complete plans (to the County only) for the system on paper not I s than 8112 s I I r 10 in s(ze t tar SBD -6398 (R. 01/03) k PF .r Z4 le Al 1 L i 7 1 1 �C 0 1 4)'j r �'"f .� log— T ry s J�ari sc>.� 6 3G'- o"� 3 - l` 2ct) 7Z c� r 1 Y7,37 IL cz � a 7L)4,)7 i Z /70Zc 0 `Wiscons S L LUATION REPORT #1601 Department of Commerce in acco ante with Comm 85, Wis. Adm. Code Page 1 of 5 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8 %x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 7 75Q 8 032 - 2063 -90 -200 ( Please print all information. Reviewed y Da Personal information you provide may nva Law, s. 15.04 (1) (m)). Property Owner Property Location Kielsa, Kris & Sarah Govt. Lot NE1 /4, SE1 /4, S18, T30N, R19W Property Owner's Mailing Address SEP Lot # Block # Subd. Name or CSM# 1083 Delano Way 2 1 CSM 10/2882 15.33 Acres(North Test) City Stat ZiptT0cfeRO ber El City El Village ❑ Town Nearest Road TONING OFFICE Stillwater M 851-351 Somerset Heron Lane New Co ion Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 60Q GIRD Replacement ❑ Public or commercial - Describe: /Zr /Vale" 2 Pare material Outwash Sand (Burkhardt- Flood plai levation, if applicable NA ft. General comments and recommendations: Area is suitable for a conventional system with a 0.6 gpd /sgft rate. Possible system elevation for Area I is (High trench) 96.5' (Middle trench) 95.5' (Low trench) 94.5' Boring # ❑ Boring ❑ Pit Ground surface elev. 101.52 ft. Depth to limiting factor 138+ 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 -10 10yr3 /3 none sl 2fsbk mfr gw 1vf .6 1.0 2 10 -32 10yr3 /4 none sl 2fsbk mfr gw 1vf .6 1.0 3 32-40 10yr4/3 none Is isbk mvfr gw 1vf .7 1.6 4 40 -138 10yr5 /6 none s Osg ml - - -- - - -- .7 1.6 n b ,L� Boring # ❑ Boring ❑ Pit Ground surface elev. 98.22 ft. Depth to limiting factor 100+ 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. *Efr#1 *Eff#2 1 0 -12 10yr3/2 none grsl 2fsbk mvfr gw 2m,2f .6 1.0 2 12-40 10yr3/3 none SI 2msbk mfr gw 2m,2f .6 1.0 3 40-49 10yr5/6 none grs Osg ml gw - - - - -- .7 1.6 4 49 -100 10yr6/4 none s Osg ml - -- - - - - -- .7 1.6 Effluent #1 = BOD 5> 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <30 mg /L and TSS S mg /L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt �t�N 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/26/2008 715 -247 -2941 SBD -8330 (8.07/00) Property Owner Kielsa, Kris & Sarah Parcel ID # 032 - 2063 -90 -200 Page 2 of 5 F Boring # ❑ Boring Pit Ground surface elev. 96.22 ft. Depth to limiting factor 96+ 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 -7 10yr4 /3 none sl 2fsbk mfr gw 1vf .6 1.0 2 7-42 10yr4 /6 none Is lcsbk mvfr gw - - - - -- .7 1.6 3 42 -96 10yr5/6 none Is lcsbk mvfr - - -- - - - - -- .7 1.6 i 2i a Boring # Boring pit Ground surface elev. 100.92 ft. Depth to limiting factor 115+ 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 *ETf#2 1 0 -9 10yr3 /3 none sl 2fsbk mvfr Cs 2vf .6 1.0 2 9 -32 10yr4 /6 none Is lcsbk mvfr gw lvf .7 1.6 3 32 -64 10yr5 /6 none s Osg ml Cs - - - - -- . 7 1.6 4 64 -115 10yr6 /4 none s Osg ml - - -- - - - - -- .7 1.6 Boring # El Boring M Pit Ground surface elev. 99.22 ft. Depth to limiting factor 96+ 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#f *Eff#2 1 0 -5 10yr3/4 none Is lcsbk mvfr cs 2vf .7 1.6 2 5 -11 10yr5 /6 none s Osg ml gw - - - - -- .7 1.6 3 11 -96 10yr6/4 none s Osg ml - - -- - - - - -- .7 1.6 * 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 altemate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. SBD -8330 (R07 /00) Schmitt Soil Tes ft, Inc. Prdperty Owner Kielsa, Kris & Sarah Parcel ID # 032 - 2063 -90 -200 Page 3 of 5 Boring # ❑ Boring N Pit Ground surface elev. 104.22 ft. Depth to limiting factor 90+ 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 -8 10yr3 /3 none gris lfsbk mvfr cs 2vf .7 1.6 2 8 -17 10yr5 /6 none s Osg ml cs - - - - -- .7 1.6 3 17 -90 10yr6 /4 none Is Osg ml - - -- - - - -- 7 1.6 F-1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor 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 I *Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 * 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) Schmitt Soil Testing, Inc. I Page 4 of 5 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Kris & Sarah Kielsa Thomas I Schmitt, CST 227429 Address: 1083 Delano Way 1595 72nd St. City, State, Zip: Stillwater, MN 55082 New Richmond, WI. 54017 Phone: 715- 247 -2941 Subd.Name: NA CSM 10/2882 15.33 Acres signature Lot No.: 2 (Northern Most Test) Date 7 !/ / e'ze Legal Description: NEI /4 SEl /4 S18 T30N R19W ■ Backhoe pit Township, County: Somerset, St Croix County A Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El. 97.87' Top of 2" pvc pipe Slope= 13% _ Scale 1" = 40' ?p�5 Lr.rbi'' 1 / i j 01.3� /on; Os /os /a.d , 1 - W 6 1 0 1 7 0 Ro S ,rns /14�7c 9SS — Z7.3h 60 ,yb�' 63,3G" - T - 6, d'/ System Management Management of this system is critical. As a condition of approval of these plans this system management section must be ewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems lei elop with the adsorption system or any other system components, the installing plumber, Timm Excavating, 715- 772 -3214, or the St. C roix 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 .nto the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the Deicer and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and �ontatn 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 _ompartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water n a manner to protect ground water quality and public health. I f 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. install water- saving appliances whenever and wherever possible. Repair even small water leaks as soon as possible. 'ever pour grease or oil down any drain or stool. Garbage disposals are not recommended; if you must have one, use it sparingly. 6 `'o paper products other than tissue should go into the system. ' chemicals should go into the system. A � oid surge flows of water; try to spread laundry throughout the week. Maintenance The septic tank must be inspected every three years by a properly licensed person. ]!'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. �' hen the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into ,tie septic tank to remove accumulated material. Pcnodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell, Quarterk inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompan% their specifications. o The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump !f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows resen e ;apacit, to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or t,.o dais should pass before any necessary repairs can be made. A%oid compaction such as vehicle traffic within 15' down -slope of the adsorption system. s A oid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. G Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area Contingency Plan astewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring a. become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 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 ' N89 ° 05'38 "W N89°0538 W EI /4 CORNER EAST - WEST 1/4 UNE, SECTION 18 SECTION 18 3789.68' w 1302.48' CORNER �y S TWN 18 rn N89 0538 w LEGEND 1 ii 201.56' 19 ALUMINUM COUNTY SECTION �'► .�. r 6,5' MONUMENT FOUND • 3/4" IRON PIPE FOUND -t • 1" IRON PIPE FOUND tt► cm 1 O 1 "x 24" IRON PIP�T��� GHM m m 0" 1.68 LBS. PER LI zz m m m Z o 4 WELL t ® SHED 0 1'T? , r r--- -► EXISTING FENCE LINE v m LOT 2. �� N , ........... 50' ROADVIHIlY SETBACK LINE 1-1 15.33 ACRES INC. R/W , Ott 1 M ? 667,953 SO. FT. `C7 I C7 rn 14.37 ACRES EXC. R/W 626, 156 SO. FT. '!. 1— 1t' I \� in g ✓"� �a 3 2 4 95.1 o OWNER N ? U wo MARK REED 1532 HERON LANE t F1� SOMERSET, 4025 , J �a .L mousE Irn 1 J 0 0 If \ ` 1 1 't i { 1 — � ©It e � I -•I 1 A° 6 � IC I o .. I G7 1:0 n> 35:89 j.p If t 5 N O n � I sag o 07'50 "E 691.37' L O T T I SCALE IN FEET �ER i {r {`D - �-u n,aP dos NO 93-51-194 I — — �JOL..8, PG 2 -425 100 50 o Ioo 200 300 Vol 10 Page 2882 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer /� f-i,S C n d Sevi -a. � uG /S 1 Mailing Address 10 :6 3 P e It n a to" S-E- 1) ww ac"r , J- r 6 8 Property Address IS 2 1 4C rot, �&Ac 5 , szr w.c (Verification required from Planning & 2oning Department for new construction.) 4 City /State Parcel Identification Number d 3z — Z ! " LEGAL DESCRIPTION Property Location �C '/4 , '/4 , Sec. /8,T 5P NR / f W, Town of SMel —s-el Subdivision Plat: , Lot # Certified Survey Map # 2� Z� I , Volume /0 , Page # Warranty Deed # 9 q 2 P) / (before 2007)Volume ,;Page # Spec house yesX no Lot lines identifiableX yes i no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & 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 frill of sludge. 1 /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 Planning & Zoning Department within 30 days of the three year expiration'date. 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 described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedro c 3 / / NATURE OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the,sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) I lllill illli l!!il 111!1 lilll lilll qll 1!1111 sill lilt 8 7 9 2 8 1 1 State Bar of Wisconsin Form 2 -2003 879281 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number Document Name ST. CROIX CO., WI RECEIVED FOR RECORD THIS DEED, made between Jeffrey M. Reed and Carol A. Reed, husband and wife 07/31/2008 11: 30AM WARRANTY DEED as survivorship marital property, EXEMPT 11 8 ( "Grantor," whether one or more), REC FEE: 11.00 and Kris D. Kielsa and Sarah J. Kielsa, husband and wife as survivorship marital PAGES: 1 property, ( "Grantee," whether one or more). Grantor, for a valuable consideration, conveys and warrants to Grantee the following Recording Area described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more Name and Return Address space is needed, please attach addendum): Stephen J. Dunlap DUNLAP LAW OFFICES Lot 2 of Certified Survey Maps recorded in Volume 10, Page 2882, as Document boo Third Street Number 526221 located in the NE 1 /4 of the SE 1 14, all in Section 18, T30N, R19W, P. .Box 129 Town of Somerset. Hudson, Wisconsin 54016 032- 2063 -90 -200 Parcel Identification Number (PIN) This is no t homestead property. (is) (is not) Exceptions to warranties: Subject to easements, reservations and restrictions of record. Dated July 23. 2008 (SEAL) c (SEAL) * * JEFF D (SEAL) ` (SEAL) * * CAROL A. REED AUTHENTICATION ACKNOWLEDGMENT Signature(s) of Jeffrey M. Reed and Carol A. Reed STATE OF WISCONSIN ) authenticated on COUNTY ) ss. ) * Sii,PH.ETTJ. D1GNLAP Personally came before me on , TITLE: MEMBER STATE BAR OF WISCONSIN the above -named (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: * Stephen J. Dunlap Notary Public, State of Wisconsin Hudson, Wisconsin My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 * Type name below signatures. 1 of 1 D f EB�w►a� 5 sas2�1 � '7 CERTIFIED SURVEY MAP Located in part of the NEh of the SE4 and part of the SEh of the SE4 all in Section 18, T30N, R19W, Town of Somerset, St. Croix County, Wisconsin. NS?05'38 "W N8eO5'38 "W EAST-WEST 1/4 LINE, SECTION 18 El/4 CORNER SECTION 18 4/4 CORNEA 3789.66' N 1302.48' g SECTION 18 G • N 8; m N N89 0 05 '38 "W ,� LEGEND a m m 201.56 19 ALUMINUM COUNTY SECTION -+. -: 6.5 MONUMENT FOUND o� • 3/4" IRON PIPE FOUND z F t • I" IRON PIPE FOUND a \ 2 0 1 "x 24" IRON PIPE SET WEIGHING X Z -" OT " * 1.68 LBS. PER LINEAR FO Z�T x eoyz Oro o WELL rn rn SHED w Iz ; 9 m= I� f LOT 2 1 r EXISTING FENCE LINE -----"'-" 50' ROADWAY SETBACK LINE I 1 15.33 ACRES INC. R/W I rn ? I 667 SO. FT. In � 1 14.37 ACRES EXC. R/W 626,158 SQ. FT. I � Iv m m I Z 1 A 3 2 Jj is i o °- CD 0 0 ® z OWNER m 8 0 MARK REED 1532 HERON LANE m SOMERSET, WI 54025 W T S 5. SL L23 HouSE { Ifs \\ Iwl ® Z z ` 00 1 v, g n IAA I m I � C o � M 35.39' c i" 't w: 3 J 655.89' 35.48\ S89 ° 07'50 "E 691.37' LOT I SCALE IN FEET 1� =1E_v SURE`/ MA P JOB NO 93 -31- 194 '/7 - L 8, PG. 2325 - 100 50 0 loo 200 300 Vol 10 Page 2882 s SURVEYOR'S CERTI TS';Ig�g I, Allen C. Nyhagen, registered Wisconsin Land Surveyor, hereby certify, that by the direction of Mark Reed, I have surveyed, described and mapped the land parcel which is represented by this Certified Survey Map; that the exterior boundary of the land parcel surveyed and mapped is described as follows: A parcel of land located in part of the NE1 /4 of the SE1 /4 and part of the SE1 /4 of the SE1 /4 all in Section 18, T30N, R19W, Town of Somerset, St. Croix County, Wisconsin; further described as follows: Commencing at the E1 /4 Corner of said Section 18; thence N89 11 W, along the east -west 1/4 line of said section, 1302.48 feet; thence S00 "E, along the west line of the E1 /2 of the SE1 /4 of said section, 250.00 feet to the point of beg nnino• thence continuing S00 11 E, along said west line, 1527.79 feet to the NW corner of Lot 1 of Certified Survey Map recorded in Volume 8, Page 2326 at the St. Croix County Register of Deeds Office; thence S89 11 E, along the north line of said lot 1, 691.37 feet to the centerline of town road (Heron Lane); thence N20 11 W, along said centerline, 220.93 feet; thence S89 °29 "E, 35.39 feet to the easterly right -of -way of said town road; thence N20 11 W, along Piid easterly right -of -way, 198.50 feet to the point of curvature of a 280.22 foot radius curve, concave westerly, whose central angle measures 34 whose chord bears N37 11 W and measures 166.62 feet; thence northerly, along the arc of said curve and said right -of -way, 169.18 feet; thence N13 "W, 462.61 feet; thence N16 586.53 feet; thence N89 11 W, 201.56 feet to the point of be i=ing, Above described parcel is subject to Town Road Right -of -Way (Heron Lane) and all easements of record. I also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the County of St. Croix in surveying and mapping same. 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 appropriate Town Board for advice. CURVE DATA CURVE LOT RADIUS CENTRAL CHORD CHORD ARC TANGENT TANGENT I.2. ISL. LENGTH ANGLE REARIN LENGTH I= BEARING BEARING 1 -2 2 280.22' 34 137 -1 166.62' 169.18' 155 N20 -1 3 -4 2 214.22' 34 $37 -1 127.38' 129.33' S20 -B S55 -1 Vol 10 Page 2882 0 0