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HomeMy WebLinkAbout030-2137-06-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 453062 0 GENERAL INFORMATION State Plan ID No: — 7 /� Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. — al 3 ­ 7 ' (D U GD Permit Holder's Name: City Village X Township Parcel Tax No: Brushy Mound Partnership St. Joseph Townshi CST BM Elev: Insp. BM Elev: BM Description: Secti n /Town /Range /Map No: c�, c ° L S r P> r-_ - A I 05.29.19. TANK INFORMATION ELEVATION DATA g �I TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer CL � ding j St/Ht Inlet 1 5, TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt inlet \ Septic 3 y , f �. Dt Bottom Dosing .L Header /Man. Aeration Dist. Pipe Z- T ►I.3o a, � Holding Bot. System ►u . 11.9 i 9 PUMP /SIPHON INFORMATION Final Grade .q7 IOp, R g Manufacturer Demand St Cover - 7 , GPM 2 f Model Numbe TDH Lift Fric Loss System Head TDH Ft Fo;pe6 Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS � f C;z, � f SETBACK SYSTEM TO U P/ BLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: t j �U 0 /� Model Number: DISTRIBUTION SYSTEM i fl.,� 'T Vd�•� �y5 r,..ti ,c�►,�� Header /Manifold C Distribution h x Hole Size x Hole Spacing Vent to Air Intake /6 Pipe(s) � Lengt Di Length a E SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth O ver h Depth Over xx Depth of d/Sodded xx Mulched Bed/Trench Center ✓� (l Bed /Trench Edges Topsoil Yes No Yes No COMMENTS: (include code discrepencies persons present, etc.) Inspection #1: r 1 / •?5 /6v Inspection #2: Location: Hudson, WI 54016 (NW 1/4 NE 1/4 5 T29N R19W) Bluebird Bluffs Lot 6 W Parcel No: 05.29.19. 1.) A Description = &,+ °2 S ; 4 -.�, SF, C 2.) Bldg se r length = t r, amou of cover -- -- an revision Required? a No Use other side for additional inform o 9 Date - - SBD -6710 (R.3/97) Insepctor's Signature Cert. No. Yes 4 Safety and Buildings Division Coun /� 201 W. Washington Ave., P.O. Box 7162 /I (� sconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 4153 d( Sanitary Permit Application Fc State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you ovide � may be used for secondary purposes Privacy Law, sl5.04(1)(m) 1144 ` Project Ad ess (if different than mailing address) 1 v I. Application Information - Please Print All Information s 0 , 94 Property Owner's Na me � , -" /Parcel # Lot N B o N ' � �! 111 l� (" I h rs /h i . - O 1 -SO Oo c7 Property Own s M ailing Address Property Location 1.0 s �' i', �k, M& �- 1 A,Section t'0 City, State Zip Code Phone Number CSr II. Type of Building (check all that apply) a O rT T N; R�E W KPI�ublic/Commercial or 2 Family Dwelling - Number of Bedrooms Sub ivistion Name CSM Nut A - Describe Use ❑ State Own - escribe Use c ii .__ ❑City_ ❑Village Xownship of Sr � / III. Type o emit: (Check only one box o 'ne A. 0mpfete line B if applicable) A. New System El Replacement System El Treatment/Holding Tank Replacement Only El Other Modification to Existing System // B. El Permit Renewal El Permit Revision El 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 to Non - Pressurized In- Ground ❑ Mound > 24 in. of suitaw soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat F er ❑ Aer F bic Treipt t Unit El Recirculating Sand - -- ❑ Recirculating Synthetic Media Filter El Leaching Chamber El Gravel -less Drip Line Pipe LJ O r (explain V. Dispersal/Treatment Area Information: Design Flow (gpd) l Design Soil Application Rate(gpdsf) I Dispersal Area Required (sf) Dispersal Area Proposed (sf) Systen�Elevati� / I OCR F Q© VI. Tank Info Capacity in Total Number Aanufacturer Pref Site Steel Fiber Plastic Gallons Gallons of Units Co ete Site Glass New Existing Tanks Tanks Septic r Holding Tank 1 �—� J, Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement I, the undersigne , ass a responsibili ty for ingaflqTtm of the POWTS shown on the attached plans. n P mP mbe c r's Na me Plumber's Si gnatur /MPRS umber Business Phone Number Q J_OZA.-� � � - 71- 5 Plumber's Addre ss (Street, City, State ip Code) t fp �� Al 10 O c� �'� 0/7 VIII. Count /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date )ssued Is ui Agent Signatur No Stamps) Surcharge Fee) c Owner Given Reason for Denial 2 5 - - 0 IX. Conditions of Approval /Reasons for Disapproval 3 ' e let- d n n n W SYSTEM OWNER. a XX�Dw��[ .:�— 1 Septic tank, effluent filter and dispersal cell must all be serviced /Waintained as per management plan provided by plumber. f ''-- ((�� �. •� 2. All setback requirements must be maintained c4,�-te�9� wt4kou�`� as per applicable code /ordinances Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -639 01/03) 6 f3. Q s ue, uw Ey s - rag �-� R 19 vw 1M O � Nov) d� A n .6 I ry � c �,C � � �� y y ,4 sr. - .�s�p�.�ST Cto �,, ► o3o -I d l $ So - , Se - sue! �� ll Nor^ 3- �� . c Q • �s / 4 O PI ,� i� EY s-rag 4 4 -Slccq�-s -Idly SSA -coo ih �I 'ID CO b OL I a i L r l f / 1 r f 1070 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Crob( include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest mad. Parcel I.D. p .ding Please print all information. R By Date Personal information you provide may be used for secondary purposes (Privacy Lew, s. 15.04 (1) (m)). Property Owner Property Location Derrick Construction Inc. Govt. Lot NW 1/4 NE 1/4 S 5 T 29 N R 19 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ffs 1505 Hwy. 65 6 na Bluebird Blu City State Zip Code Phone Number JP City Village A Town Nearest Road New Richmond WI 54017 715 - 246 -2320 Rolling HMIs Trail 7�2d New Construction Use: Residential / Number of bed 4 Code derived d ign flow rate 600 GPD Replacement Public or commercial - Des cri AUG 2 202 Parent material Pitted outwash plains ST. CROLX COU��TY Flood plain ion, if applicable na General comments zot, and recommendations: system elevation 101.95ft, trench sp AWOft b w grade 6 - /n ," S9 4,&W, Boring # Boring 2/ JIM Pit Ground Surface elev. 101.95 ft. Depth to limiting factor 96 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/11 •Eff#1 I `Eff#2 1 0-5 1Oyr3/3 none sl 2msbk mfr cs 1f .5 .8 2 5 -28 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 3 28 -96 7.5yr4/4 none sVls 2msbk mfr na na 5 .9 4�.a �f Y I Horizon # 3 has stratified layers Boring # Boring Jim Pit Ground Surface elev. 101.95 ft. Depth to limiting factor 120 in. Sod Applicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' - Eff#1 "Eff#2 1 0 -9 1Oyr3/3 none sl 2msbk mfr cs 1f .5 .8 2 9 -24 7.5yr4/4 none scl 1 msbk mfr gw na .2 .3 3 24 -36 7.5yr4/4 none scl 2msbk mfr cs na .4 .6 4 36 -55 7.5yr4/4 none SVIS 2msbk mfr cs na .5 .9 5 55 -120- 7.5yr4/6 none co osg mvfr na na .7 1.2 H orizon #� has / stratified ` lay t�'.G�/rvf�%i•� � � G ,Q.�,pr�r'�elc+�T�► " Effluent #1 = BOD ? 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg/L and TSS < mg/L CST Name (Please Print) n re: CST Number David J. Steel 248956 Address Steel Sal Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 8/19/2002 7155-246 -5085 property Owner Derrick Construction Inc. Parcel ID # pending Page 2 of 3 31 Boring # . Boring im Pit Ground Surface elev. 91.95 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft: *Eff#1 *Eff#2 1 0-4 10yr3/3 none sil 2msbk mfr Cs 1f .5 .8 2 4 -16 10yr414 none scl 2msbk mfr gw 1vf .4 .6 3 16-42 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 4 42 -96 7.5 Y r4/4 none SVIS 2msbk mfr na na .5 .9 H orizon # 4 has stratified lags 4] Boring # Boring Pit Ground Surface elev. 92.15 ft. Depth to limiting factor 96 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 *Eff#2 1 0-8 10Yr3/3 none sl 2msbk mfr Cs 1f .5 .8 2 8 -36 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 36-96 7.5yr4/4 none sl/Is 2msbk mfr na na .5 .9 Horizo # 3 has stratified layers F-1 Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *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 Page 3 of 3 STEEL'S SOIL SERVICE David I Steel 1564 Cty Rd GG CST POWTSM Derrick Construction, Inc New Richmond, Wl 54017 Lic. # 248956 NW1 /4,NE1 /4,S 5,T29,R19W (715) 246 - 6200 Town of St. Joseph, St Croix Co. (715) 246 -5085 Bluebird Bluffs lot # 6 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for N your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. 1 8'Z A 51 r k 1/ /oo.car+ ToPa� /Z � ✓c ��� i = 4W G C .� Pr,u ,-G f"!, /oo.�is t To�a� /r_'• PUC -P q3. c ol. fff)- 133= C11.195- 1�� 2' 13 13 5/= 42. iSf 160 416 r / A , 93,9s F i 7 oe 3 £4 'Y5i'r fa 14- A r 4112 ' POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page , _ of - �lJE i►no� sYSTeln s Tank Manufacturer (A.9 t .es 0 NA ° i�g h1a� Permit A `FS3 Z Septa 0 Dose 0 Holder Vol.. 1 '�'s g at [Tank Ma uhwturar HA tl �� �1 FA�fJ� Number of Bedrooms NA d Septic 0 Donna 13 Hem vol. gat Nwnber of Public Facility Units 0 NA Effh�ent CDr� A C t3 NA Estimated leverage) flow JJ DO Effkwd Filter Modell _ C - g — I (� Pump Manufacturer YnNA Design (peak) flow = (Estimated x 1.5) l�p atM Son Application Rate /fts P Model Standard Influent/Effluent Quality rage' Monthly average' Pretreatment tltnut Fats, Ost lk Grease (FUG) 00 mgt- 0 Sand/Gravel Fitter 0 Pee Filter Sioalmnical oxygen Demand (800 5220 mg& fl NA 0 Mechanical Aeration 0 Wettand Total Suspended Sow (TS,S) St so mg& 0 Disinfection 0 Other: Pretreated Effluent Quality Monthly average Manufacturer Biochemic+d Oxygen Demand (BOD 530 mgJt. Dispersal Ceti C} NA Total Suspended Sands ITSS) s30 "V& [] NA in.-Ground (grovko ©in- tirouernd tpeeesnxized Fecal Conform (geometric ) SI W cfruli oCknl D At -Grade D Mound Maximum Effluent Particle Size Y, in dia. 0 NA r0tehwer- rip- 0 Otlner. 0 NA Other-. 0 NA +vskos tvpkW for domestic wastewater and septic tank effluent. 0 N A MAtN ;ENANGE SCHEDULE Service Requency Service Event marnttn {s) (Maxh utm 9 > 0 NA trtspect condition of tank(s) At least once every: s) When combined sludge and scum equals one -third (Y,) of tank volume 0 NA pump out contents of tankts) 0 When the high water Daum is gathtated t7 morttln(s) (M g years) DNA inspect dispersal tali{) At least once every: s) 0 month {s) 0 NA Clean effluent Fitter At least once every. 0 s) _tA4 months) 0 NA Inspect pump. pump controls & alarm At bast once every: 13 s! 0 rruemtfu(s) 0 NA Hush laterals and pressure test At bast one every: 0 s) 0 month(s) E3 NA At least cam every. M s) 0 NA 0tfedr: MAlW rENANCE INSTRUCTKWS one of the following ttcenses ex certifications: uInspectoo s of tanks and dispersal cons shall be made by an individual carrying Operator Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector: POWTS Maantai ner; Septage Servicing P for r cracks or Tank inspections crust include a visual inspection of the tank(s) to identify any mng of issibroken hardware, identify d leeks, measure the volume of combined sludge and scum and a check for any back up or pig of a ffl uen t on the group surface. The COMB) shah be visually to c#ueck the effluent levels in the observation pipes and to check for any pending of effluent on the ground surface. The ponding of effluent on the ground surface may indicate $ f condition and "Kpfwes the immediate notification of the local regulatory authonty. When the combined accumulation, of sludge and scum in any treatment tank equals one-third {Ys1 or more of the tank volume, the en contents of the tank stnsN be removed by a Septage Servieing o pera t or and disposed of in accordance with chapter NR 113, Wisconsin Administrative Coelb» All othear services, including but not lirnitsd to the servicing of effluent filters, mechanical or pressurized components, Pretrestmen' units, and any servicing at intervals of St 2 months, shah be performed by a testified POWTS Maintainer. A service report shaft be provided to the local merry authority wittuin 10 days of completion of any service event. GMw tz/aar r START UP AND OPERATION Page of For new construction, Prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals that may impede the treatment process and/or damage the son dispersal cen(s). If high concentrations are detected have the contents of the tank(s) removed by a she servi kv operator prior to use. System start up shall not occur when sod conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal hig hwater levels. When pourer is restored the excess wastewater will be discharged to the dispersal cell(s) in one MW dose and may overload them resulting in the back or surface age of effluent. To avoid this situation have the contents of the pump tank removed by a Sagtage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in Inernally operating the pump controls to restore normat levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the Performance and prolong the lifts of the POWTS: antibiotics; baby w4m; cigarette butts; corhdorns, cotton swabs; , degreasem, dental floss; diapers; disinfectants; fat; foundation drain (sump pub) discharge; fruit and vegetabte Pee#s`rWs; 9 ; grease; herbicides; most scraps; medications; oil; Painting Products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shy be taken to insure that the system is Property and safely abandoned in compliance with chapter Comm 83.33. Wisconsin Administrative Cam • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of an tanks and pits shalt be removed and property disposed of by a Septage Servicing Operator. • After pumping, an tanks and pits shin be excavated and removed or their covers removed and the void space filled with sod, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement sod absorption system. The replacement area stoudd be protected from disturbance and compaction grid should not use infringed upon by required setbacks from existing and proposed structure, lot lines and wens. Failue to protect the replacement area will result in the need for a new sod and site evaluation to establish a suitable replacement area. Replacement systems must copy with the rules in effect at l hat tune. 13 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. 0 The site has not been evaluated to identify a suit" replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement ,area. It no replacement area is available a twldW* tank may be installed as a last resort to replace the failed POWTS. CI Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biornat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < < WARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAtNy LETHAL GASSES AND/OR MSUFFIC1ENT OXYGEN. DO NOT ENTER A SEPTIC. PUMP OR OTHER TREATMENT TANK UNDER ANY Cn3CUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DlFFMXT OR IMPOSSIBLE. ADDITIONAL COMMENTS POnUtaALLER POWTS MANAITAMIER L Phom ill `TLS !o . S� f Imo+ SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY !•fame Name Phone P 3 (� This document was drafted by the staffs of the Green Lake. Marquette and Waushare County Zoning and Sarin agencies in compkance with dhapter Comm 83.22(2 )(b)(tl(d) &(f) and 83.5411), (2) & 13). Wisconsin Admk*strative Code. L ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND . n OWNERSHIP CERTIFICATION FORM Owner/Buyer S /�' ►�'' l %J - tl e �1 / u¢A�l S7UVC S Mailing Address © �4 SC Vq , �k-z- 1 XtC44X-4-'C9 W/ 5 cO / 7 ce Property Address K Lt-4 l-A &A Vt (Verification required from Planning Department for new construction) City /State A O s' s Wop I Parcel Identification Number O 3 0 � a - s ° - 000 LEGAL DESCRIPTION Pro Location �yW `/, I , Sec 11 _ � / l�rtY /,, S , T N R W, Town of 1 Subdivision f�tt S Lot # . Certified Survey Map # . Volume , Page # Warranty Deed # 700 . Volume ?�Cl . Page # q7 Spec houseyes ❑ 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, hunber 'ourne i" r p ,) ymanp �urbe , restnctedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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 abo+e 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 your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of gthaLr S NATURPPLICANT DATE OWNER CERTIFICATION (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 pr d scri d a e of a warranty deed recorded in Register of Deeds Office. GNATURE OF APPLICANT 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 • j 200SP `174 - 710 NAT14 H. VALSH S TATE BAR OF WISCONSIN FORM 2 -19 9 1RMI STER OF D MS Documcpt Number WARRANTY DEED ST- CROIX Co.. NI RECEIVED FOR ItM11D This Deed, made betwoe Aonaid J. Nestrrud and Virghda 1VL 1?/82/ Nestrud, husband and wife - - te: 2eAM EJCE33pT t Creator, and Brosby Mound P REC FEez 11.08 arhmM LLP or their TRANS M : 1 148.00 CERT COPY FEE: PAGES: 1 Grantee, Grantor, f a valuable consideration, conveys to Grantee the following desagmd real estate in St. Cron couitY. State of Wisconsin (if more space is needed, please attach addendum): NE 1 / 4 of NW 1/4 of Section 5, Township 29 Northj Recording Am Range 19 West, St. Croix County, Wisconsin P.%CEPT Lot 1 of Certified Survey Map filed January 8, 2002 Mum andRebaraAddrese in Vol. 15, Page 4233, Doc. No. 667583 and EXCEPt the North 83 feet thereof. NW 1/4 of NE 114 of Section 5, Township 29 North.? Range 19 West:, St. Croix County, Wisconsin EXCEPT Certified Survey Map in vol. 9, Page 2676.1 030 - 1018 -SO-0QO PaQol Identi icadDeNumber(PIN) ' This propeety- i Ons tO w8nanties: Easements rest ictit) (i�) (is , ns And tigirts- of�way of record, if any. i Dated this J ��i day of November 2002 • Dvi Bald J. Nestrod • * V' M Niatrud AUTHENTICATION ACKNOWLEDGMENT i Signatures) STATE OF j ;1t f ) County ) authenticated this day of • ' Personally carne before we this �L� d ay of r 'Yoti oabar , 2002 the above named • J Nestrud And Virglain M. Nestraxd, husband and wife Ilk i TITLE: MEMBER STATE BAR OF WISCONS (If not, $6 me iC be persons) who executed tlrc foregoing authorized by j 706.06. Wis. seats.) ins d nowledged the same. THIS INSTRUhM'NT WAS DRAFTED BY s Attorney Ktistirttt t?glatzd Nataty4 P ' State of Wisconsin �� i �� — n is ent. (If not, state exp' d - (Sigmtam may be authenlicatcd or acknowledged. Bad, are not necessary.) , ) • Nemcs of Persons wgumg in any, malty must be typed or printed below their s' ; kkMatwe Protw*rmb cd w". Fora dy Lea VA WARRANTY DEED STATE BAR OF W 1 FORM into. 2 - I"q i i i EZ12 0311 24" 4 .625#9 V v 12" c1rc th 24" V.V L)IA (typ� u 6. ft ry sw 2s OW vew u A r.. UO dYx *if , ft. blue, rr..C& lrra h 'tat " � -s q G. T-ft, 0 s 1 12 . q y®t 1 # T �' ant � „ t`�jertt r r tiro 4 r y F �. Ft dJ 43 - 0. too tr,. ch greg.t. 20, 31Lq I I65 #ncju� Par Pd #v 48060 . _ ............. _ �6 -/ O • . ' - - 177.55' Ntf97933 E ti 3Q21 ._.... CS-- U - • Drainage X Easement H. W L. =920.0 X yL.� co 5 '� tiryh 9.12' X X ::° nor s f - �1 _ N- - 'oNo - 1 ¢ark, lJrainuge V - _South line of the NW-114 Easement F N 15 2. 9 32 E of the NE -1/4, Section 5 H. WL. =926. 0 p 55 E " HwL - Drainage NB979 St'£ `yU s 3Q s,� , j - Easement 3a 02 3 7 wL Drolnoge c - H.W.L. =928.4 J`p .y�o t � ty s °�� ° a�. Easement ' N.W.L. = 943.0 - o °� �ti`v_•tns+ -- - _ . _ . . _ . . . . . _ o . .. �6,���p� v+ PI� 172.36 411 ,72' . / 3 0. 02 /31.Or' ' �. 5 77.25' JL _ 44.38 S89'1 933 "W 601.33' 26.43 th line of the NE 1 1 4 LOT _ 6 "!he NW 1/4, Section 5 LO 5 _CERTIFIED S M AP _VOC_ _ 11 -P G 316 7 = —• _ ' „' BL UEBIR D T AR MIN. F.F.E. "w N E V� 130,691 S0. FT. 3.00 ACRES 922.0' N I I 130,741 SO. FT. 3.00 ACRES 924.0' ” 130,680 SO. FT. 3.00 ACRES 930.0' 130,681 SQ. FT. 3.00 ACRES 932.4' I I 130,680 SO. FT. 3.00 ACRES 947.0' S w S E 30,684 SQ. FT. 3.00 ACRES 933.5' 130,683 SQ. FT. 3.00 ACRES 933.5' I 130,681 SO. FT. 3.00 ACRES 944.0' 1 130,689 SO. FT. 3.00 ACRES 944.0' VICINITY MAP 130,720 SO. FT. 3.00 ACRES 945 .0'• SECTION 5, T OWNSHIP 29 NORTH, RANGE 19 WIEST, 30,680 SQ. FT. 3.00 ACRES 914.0' ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN (NOT TO SCALE) L