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HomeMy WebLinkAbout040-1061-95-120 a Wisbonsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420607 0 GENERAL INFORMATIC N (ATTACH TO PERMIT) State Plan ID No: Personal information you provide ma be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Lukens, Jeremy Troy Township 040 - 1061 -95 -10 CST BM Elev: Insp. BM Elev: BM Description: 0D'D 4 1 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Id-6 U Benchmark S 03• Dosing / 0 � Alt. BM 5^r Z Aeration Iv Bldg. Sewer 7 s` D5 Holding St/Ht Inlet < s TANK SETBACK INFORMATION St/Ht Outlet �- TANK TO P/ WE BLDG. Vent to Air Intake ROAD Dt Inlet Apt ,Lsi s iol e Septic / \ Dt Bottom r� / qTZ_ V q Dosing �` D , Header/ M Aeration Dist. Pipe p p Z �,- 3 ?i 11 �e.a Holding Bot. System 1 g .1 Z 2 ,r. Final Grade Gr PUMP /SIPHON INFORMATIO l --�jf� PB*� t Final Gr rMik"A-L Manufacturer /t,f Demand St Cover GPM - -23 Model Number TDH 1-if Friction�oss Syste{�n e TD 5 Ft Forcemain Lengt j Dia. Dist. to Well SOIL ABSORPTION SYSTEM / (� C�Q, "/ BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS '31 /0 � 3 SETBACK SYSTEM TO P/L BLDG WELL u LAKE /STREAM EACHING Manuf INFORMATION HAMBER GtIZ O t� Typ Of Syst t Z O ! / Model Number: pu-k DISTRIBUTION SYSTEM I'I or CAM 4c-arl Header /Manif Id Distributio x Hole Size x Hole Spacing Ven to Air Inta e P Pipe(s) R l Lengt Dia Length M b Diaing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over r Depth Over xx Depth of eeded /Sodded xx Mulched r Bedrrrench Center (• Bed(Trench Edges ITopsoil 0 Yes [W No Yes ® No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: /Z� / d3• Inspection #2: Location: 306 So. Glover Road Hudson, WI 54016 (SW 1/4 SW 1/4 15 T28N R19W) NA Lot 3 Parcel No: 15.28.19. 1.) Alt BM Description= 6T `l/�.ov� 2.) Bldg sewer length = 14 - amount of cover / G� (�/ /��"`�✓�"'� ry Plan revision Required? [] Yes �W/No L / 2 0 3 S S Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Si ature Cert. No. � Alk 6to vi'K V Z v i lam` cn �"� �� eve ?Zell 3l� Poo N A � 10 J OD Safety g Buildings Division City 201 W. Washington Ave., P.O. Box 7162 SCOT sin Madison, WI 53707 - 7162 Site Address // Department of Commerce O� // -� Z— t3 �F b 6Gjun.. oC4 Sanitary Permit Application sanitary Per Zo umber In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑Check if Revision . may be used for secondary ses Privacy Law, s15. 1 m I. Application Information - Please Print Ali Information State Plan I.D. Property Owner's Name Parcel Number Z E Property Owner's Mailing Add ess ?F Property Location f�(' 7 7 6a �l G�` V �ll/(�. V, fit.�k S T G N, R/ City, State Zip Code PPhone l Nt}IttbT41 Lot Number Block u�� `C 1 Nl y Subdivision Name CSM Number II. Type of Building (check all that apply) Z ❑City 1 or 2 Family Dwelling - Number of Bedrooms AA&eP ❑Village ❑ Public /Commercial - Describe Use 'Township 4-ft 0 ❑ State Owned t Nearest Road 3 '0 00 00 S l6 .5' hniy P III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 IC New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use System Tank Only Existing System B. ❑ Check if Sanitary Permit Previously Issued Permit NumberDate Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) _ ___ __ _ _ \.` t 44 jk Non - Pressurized In- Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 C1 At -Grade 46 C1 Aerobic Treatment Unit 49 El Recirculating 3o El other V. Dispersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal ea L Soil Application Percolation Rate fystern Elevatio Final Grade 9S Required s Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elev6n CAP Ztrb 1,10% . Jr- 95 97 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank ' - t t. Dosing Chamber eQw t c VII. Responsibility Sta tement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Pl ber's Name (Print) Plumber's Signature MP1WM Number Business Phone Number fl dl 4� 2'2 ( of 7 _ KX Plumber's Address (Street, City, State, Zip C w1 a s C I VIII. Column /De artment Use Onl XApproved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing ent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse . , /�� / Determination Wb /o Z, 0_u� IX. C�o` diti qf A ony for Disapproval t fe1 1Z�C t3.t '� tC�P I tt �t ,� �q�jetE.�d v► - " f C.�-:.tS�Gl.GT7t9l! . Attach dwiplete plans (to the County only) for the system on paper not less than 8112 it 111nches in sine SBD -6398 (R. 05101) 6lveK Q ► r 8m �Z �: ►� �� �" VI t� N . a.�w J V Wisconsin Department of commerce SOIL EVALUATION REPORT Page of 3 'Division of Safety and Buildings in accordance with Comm 85, Wis. Adm, Code S�- • C l Attach complete. site, plan on, paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 �0 - O6 - qS Please print all information. we by Date Personal information you provide may be used a Law, s. 15.04 (1) (m)). Rev l l (b'p Z Property Owner . p . Property Location � �!a Lu£ Gent -bet SX-)1/4S101/4 S NS T Z,' N R l E(o W Property Owner's Mailing Address r )C�� Lot # Block # Subd. Name or CSM# Q - )q?S II�p�{ r- 3 - csM �-bL - 1 , P) X4 City State Zip Code r,e um ei• - ❑ City ❑ Village IQ Town Nearest Road -P1'��`T-T— `T'12O s GLOU CAD E_New Construction Use: ® Residential / Number of bedrooms _ 4 Code derived design flow rate 1� GPD ❑ Replacement ❑ Public or commercial - Describe: r l Parent material L b \�,4 a UQ( `R L.(_ p U�Lt� f Flood Plain elevation if applicable ft. General comments and recommendations: 3 "I>DSU) CELLS 3'x L 0 Q'Lt)h/6 w� ) 6 V►utT' 0r— % r�L61`I- cCsLLS �� ZL4 3>�1= F-1 I Boring # ❑ Boring Pit Ground surface elev. 9 -a 3 ft. Depth to limiting factor 7 lob in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 •Eff#2 0-7 1 Z L1 rz z 1z _ s i z�� h Y� u f y- Z .30 loglZ - M `P- Cw l • 8 y� - �o� goy (Z �1/� — � �� � � �I�f4 -=� — � 3 •5 s-r -31V a Boring # ❑ Boring !! 2 ® pit Ground surface elev. l7 S V Depth to limiting factor > 1 t b 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 `1 QLZ l s i z`� 9 tin v `fi- 1 1 », C-> 8 to - 10 `gR 3 J m`f 1- cw 1 wi - S - g 3 3 ylz. 31Y s I mufr 1J •q - 6 q�-110 I DLI P- V/ Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L - Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) igna re CST Number Arthur• L tJegerer - — 3 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Hain St. River Falls, WI 54022 715 -425 -0165 Property Owner _ � 1 --U� Parcel ID # C) — ��S —1 ZQ Page 2 of — F1 3 Boring # ❑ Boring pit Ground surface elev. C A -- x , ft. Depth to limiting factor 7 L In. Soil Application Rate Horizon Depth Dormant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 o -lU ipLi - 2-L Z — S 1t Z - FS t- Y4U`P1- CIN 1'F l • s - 1) Z, J D-L 7 L O`12 - -V - s 1 i ZP s M `Fi- . s . g 3 �t Sao g 7 , S`2231f� - s J Cwt ❑ 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 /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Boring # ❑ Boring L. _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 GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 • Efffa2 • Effluent #1 = SOD > 30 < 220 mg /L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg /Land 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 7W 608- 264 -8777. SBD -8330 (R.6/00) - PLOT PLATT Page 3 of 3 ' Scale 1' =5p G � � T\ � g 3 Y to S�tBLL I �u vZ 1 N 1't't tA-c.. 1'rnn7 0 0 0 I _ Z 3_ C1 $ M t4-1 - LSZ.10n . 0' 0i j - 7' 1 13r� 1 F Z - EEL . 9 8- s' C" , wT L f iv L C 14 L Ir�-30 -0Z 715 -425 -0165 220254 t) Z 2�l l_ 3 CST Signature Date Telephone ITo. CST No: Job NO. Combination Sepic; and PUMP CHAMBER CROSS SECTION A,kJD SPECIFICATIONS VE}JT C�,P. WEATHER PROOF • l--° ,111 U C T 10 U Ef 0 X r / pRpy(: p LOCK12.1G ti VENT PIPE jQ' FROM DOOR, I MAJiioLE COVER -' yuRRrJ1sJG L(��EL. .,ilki0o OR FRESH ! b+a$p�C�lpt A, R IuTAKE ` (:OJaDJ1T w 1t'riCx -ll s tn" F ? l 18 AIQ. l PROVIDE IIIJLE T AIRTIGHT SCAL APPROVED J011JT �t'S$�L r- v A l 11 j hjC. L' w /c.I.PIPE R Tank construction l lji ALARM j shall comply with r l T ILH 1 and 33.20 Ii - -_J s OFf ! I i 0 CO►:GRETE R15EK EXIT PERMUTED OQL� IF T AW K MWLFACTURCR ' SUCH APPROVAL B DOING SEPTIC f 5PECIFIC DOSE ��� � lJUh1f3ER OF DOSES: ?ZK DAB TA�1K MAl�IUFACTURCR.: TANK :,IZE GAI-LOWS DOSE VOLUME (� ALARM MA3lUFACTUR CR: S fLO SLj�-I�'�1 IAJCI uDIU 3AC KFI.0W: �� GAL!_OhiS bt MODCL WWABER: r, l� CAPACITIES: A= LiUCHCS OF; � — �j ! GALLJ4S SWITCH T7PL: �"+ 8 Z uCHEi'OR 1 � GrLL]US PUMP MAQU FACT URCR: ��� S G� �!LIC'�E5 OR = ( 7 0 1�ALL.DU.c MODEL NUMBER: 5 d D= —fO— ItXH'5 OR 1. GALLONS . SWITCH TYPE: WTf: PU, AW ALPA!-i tiRC TO CL MIUIMUM DISCHARGE 'RATE '� GPM INS T AL-ED C�! SE?AR�,TE CIRCUITS VEKTICAL. DIFFEKENCE DETWCEU PUMP OFF AUD..DISTIZIBUTIOQ PIPC.- EET P,+ MIUIMUM uETWORK 51JPP PR655UKE , : ... .... . . � ..._ F E1 + A" FEET OF FORCE MAIN X 3 /Ip0(Z FKICTIOU FACTOR.. - ---, FEET /- 03 TOTAL. CyWAMIC. HEAD = --4� .-_ FE 7 - 7 As per manufacturer gal %in. 4 ME40 Series M"M 4/10 HP Effluent and Drain 'Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 30 10 U) W L Z 25 8 E Z p r-, t 20 6 J 2 F-- 1 5 J 0 4 H 10 0 5 2 0 1 1 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY 6ALLONS PER MINUTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.,$.A. r E � c a a c i � t ' i c' LS`Z `! 8 uj La co CN c r c. a r S � G t ~_ 0 �o c� �— J2 n LL. p CO CN d � + LU N � Z = t LL t l a a 0 QQ t- 4 -�:Sz f mf L©r�IG .� Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567 -P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 0 0 Number of Bedrooms Desi, n Flow - Peak (gpd) pp Estimated Flow - Average (gpd) Septic Tank Capacity (gal) ►?w Soil Absorption Component Size (ft 1 ZC1V VO Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) tJO SaD Maximum Influent Particle Size (in) V 118 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank t' The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se t ' k and outlet filter shall be assessed at least once every 3 years by inspection. T ou let f r shall be cleaned as necessary to ensure proper operation. The filter cartridge s ould not be removed unless provisions are made to retain so i sin the tank that may slough off the filter when removed from its enclosure. If the • Management Plan for a Septic Tank and Soil p Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1f3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 s Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. a AJ C O V� 73 ( 7 4t 3 DEC-05 -2002 18:44 DUNGARVIN, INC 6516990799 P.01i01 ST CROIX COUNT"X SEPTIC TAM KAWMANCS AGMWINT AM , _... OWMRSM cEMICA•TION FORM ownerBuyer ;�-.. •� l� .c/•l — m.iling Addt=, ? - 7 (o v ( �° / / - l r�.�• u-�7� U l property Address ('Vrs4Sca6oa=0nd fram phrasing DepUUWAt far aevr aanurttetfoa} CatylState G^� L"� Parcel Identcftcatiom Nttmber LG SC= oN CC �opertl+' I.cc$tion. %, Jul, $cc. T o .� -R l ,.w• Town of Subdivision trfaii0d Survey Map # , ?,S , Valtsma Page # c�. Q �- Volume �3 . Page # Sb ` warranty Deed # . Spec house 13 yes X. U0 L lines idenfi&ableAyes d no EYSMU— MADW - M U CE Timmprruge sad MinMoee of yawn sep& its P=Aul= fadiae to bra A 'st es. ptopdr� cw3im of pumpitty wt the 9q is tank every three 7= Or i oorrx , if Awdedby a gemsed pumper What yaa pat into the. ryalcm ua:ffcct 1he fimcdon of tae tcptic tank as a ue,rtrneat SMSO is the WMte disposd W. M - t a cati6,cstioa Sour. geed by +dw owner &ad by a Ply gwmtx aPc�s to rubmie St. Croix Tiov�& wv . thst 1 astmtcrdisl"Sal ayt� ltmsbac. reshf card luazber oR R tieensesd uaspecvestfyittg � } the ocrcite v ; i pmM p1ua�6ee, 3 tg � on anNor (2) idler s ad VMViM (if, RZY). the teprio tank 113 X11 of rindgc bm tud the above T=pi emmta lard �w to udmmin the pacvate ccarage tGspvsal t mitt the x4ttidards F &,, nodrzxip�ed d cr�t of N atara,l, »csx, State of Wi�$C -Mina t rtt5rxdoa Fet forth, M=in. as set dta DgMtMd £Cam g= and. the 3lgt O i et,ritbig 30 Z on j ag atatXug that your reptic sya� bps beca=Iiataincdmust 6c completed and returned to #ta St. Croix County s f$rcc y ezpiratf a QRtt, VA'M o A CAST . ��'`I�ICA'X'I91�( kaowkdEe. I we asra aiz tjso owau(s7 of I (we) certify dat &U xtstemeats an this form ate tnu to tho best of MY () , cur the pro d=cdbed abow, by vk me of t wattluaty dad newt& is Pigisier of DeO& 0[ftca- t .A gr .. +•�� Any ia£emsatioa chat ix xnis eeproxeatcd tray tasult is the unuuy Pent& bon ecvoked by the z*ciag Dcparftogat �" •••s. •� Include with this appli946dn; a sta�m}xd 7aat:snty dxd lzam fist ltcgiste�r °f De�dc °d'� a copy of the eerSFied sgc q map if trortt= is zade is the wwuty davd TOTAL P.01 S Q '; 700282 \\ DOCUMENT NUMBER KATHLEEN H. WALSH REGISTER OF DEEDS WARRANTY DEED ST. CROIX CO.. MI RECEIVED FOR RECORD Debra T. Enloe, a single woman, by her Power of Attorney, Frederick G. 11/27/2002 09:30AN Tegeler, II, Grantor, conveys and warrants to Jeremy C. Lukens] EREIIPT Grantee, the following described real estate in St. r�oix County, State of Wisconsin: REC FEE: 11.00 TRANS FEE: 195.00 at part of SW 1/4 SW 1/4 Sec. 16- T28N -R19W described as follows: Lot COPY FEE: of Certified Survey Map recorded in Volume 7 of Certified Survey CERT COPY FEE Maps, p age 209 3, as Document No. 447519`. PAGES: 1 0 T — _ 1 / qS 120 CP2 3 �( ) NAME VD RETURN ADDRESS stwn & Ogland 304 Locust Street Hudson, WI 54016 040 - 1061 -95 -120 Parcel Identification Number This is not homestead property. Exception to warranties: All easements, restrictions and rights -of -way of record, if any. Dated this w day of November, 2002. % " 9 14 2 � 0 61 . (SEAL) (SEAL) rederick G. Tege1fir, II, as Power of Attorney for Debr . Enloe (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signatures) STATE / OF WISCONSIN ) (/ Zd X COUNTY s9. authenticated this day of November, 2002 Personally came before me this IU day of November., 2002 the above named Frederick G. Tegeler,`II (Sianaturel to me known to be the persons (a) whQ,executed thg„ foregoing instru nt n� ledge .the same. * (Name printed or TYned) TITLE: MEMBER STATE BAR OF WISCONSIN Si ature) (If not, �/ �� S .(( (/� J authorized by 9706.06, Wis. Stats. ) * � l +s 1 (xame.pxinted or. (voed) THIS INSTRUMENT WAS DRAFTED BY: Notary Public r �i k Leo A. Beskar, Attorney at Law My commission is permanent. (If not, e �"9tA':5T0ate:) Rodli, Beskar, Boles & Krueger, S.C. P.O. Box 138 River Falls, WI 54022 m ON N- w / °o^ R, 2 p1 00 1 o Q . 1 6 � E p(? a► h O h 6 00 J7 PA kA �� C: �': � 3• � h N g� X N h 1 � J . / A 6 t oo ft a o rE IRON p! E ACRES _ +\ SrU/w NOT r / L'�/V 170 a � \ 0 PL US I N- r= 2 -006 ACRES �cJu 87,371 69 65. !T ' 496,lt' S 67• 59'17 "w sf w 114 COR. sEC. !s, r.Pe /Y, R /9 W, W, tfN', - - - T S ELF LANDS 14 ov r r suR v£rnR's moN./ SCALE !" r !OD ' D 30' lVO !SO' 20` , 3 00' .`119�n ------- ua 19, JAA#,eg of CERTIPIED SURVEY MAP ft Part of the Southwest 1/4 of the Southwest 1/4 of Section 15, Township 28 North, R,-Inge 19 West, Town of Troy, St. Croix County, Wisconsin. ,, �;O�wner s Ade ,%% % \SGONS/ % 021 . ka - '11 ___-_ --. 44 ISIndicates 1 iron pipe foun \., LAURENCE 0 Indicates 11 x 24 iron pip Z' = j M W MU �� weighing 1 - 1 3 lbs./lin. ft. set. 0 �Indicates 3 -3 /4 11 iron pipe P fc id. R US-- WIS . ...... "" 4 O l e ) LAN 0 1> U 14 km 0. It IA. / 63 4 3.0 asks 6 ( S , A-Y-71, , 2\ ff 6 f t %1� Laurence W. Murphy 1 4- D eti Out Registered Land Surveyor 3.0 6 9 0 1 .4 A 9 S - 00 Co CA-rtool A V ' 'I'll IfI 0 , () 2 I ".- - OR F 9. 4 97 . 1.01 CD f 0jo 0 1 4 0 -re , O U 0 2 Dated: 2-9-87 6 5 . I TS . H * \/ 10 A 2 1 1 - 08. 0 10 Revised: 3-2 su eo 1 - 8 7 0 62 LOT S61. 40 ( 5 65 2. 762 ACRES Ft 120,310 SO. Fr. NE r z 2. 30 4 A CRES /00, 3 4 5 so, Fr. VQ P � �� \ o Q 0 0 of 0 0. 0 .0 65 .49 40% . 00 W 6 5 1 t N 15 3 ft 2 1 4- Q: LU 1 a% �\o a'� \ Xl LU -A 0 T 10 N* CL 0 4� LLI ft (0 L 48 6 2.123 ACRES 6 6 • 92, 4 so, Fr. "60" I 6 6 3 /` \ NO TE.' L 0 7- S 2 N 5 0 - A AND 3 MUS 'Alit A o CCESS OFF 3'1 k q \A�w " GLOVER ROAD • LOT 3 A7*PRIVArE ROAD EASEMENT IRON PIPE j1v 2.541 ACRES �\ \ NO T'! STUMP NOT DRIVEN 1/0, 667 $0. Fr. rL, USN NET z 2.006 ACRES 87, 371 So. rr. 69 6. 17' 4 96.17' 200.00' 460.00' S e7' 56'17 " 5 LI NE SW 114 S114 coR. SEC. 15,r28,V,ftI9W, SW COR. SEC-15, r249N, R/9 W, IINPLArrED LAMS icouvry suRvEYoR#s m o v .j I COUNTY SURVEYOR'S At o m .) SCALE I "= 100 Vol. 7 ''Save 2093 0 so /Ool 150 200' 3001 Certified Survey Maps St. Croix County, Wisconsin APPROwD SHEET OF 2 1989 cr4olx ccuv*