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022-1099-50-000
0(A 01 c -00 C f_ r O fD vl ! � n� I _ O W CD y O CO c 7 N N o. ° y ° L _ ao o N 00 cD m °' ° °' ° CA C O \ 1 d (n z en m m co Dv' a c CD c A!' 3 O N N n V � ° y o o a y O c 3 m e 3 N N N m N CD v v_ y !� m 9 CD S N d N j a I a � N I w ` �I z M 0 0 =� D D o m O O N N �• A a CD C. 3 w m o a 3 c� Z I O � c p Z A cr A z 0 co 0. i M ro CL z ° ;. z co N I v � I ° � - =r(D 8y N 'I Z a f O W a '. W Sy' O )1 C° y (OAS CD d C� y N c te a, m �-0 (D m o a .°. �•a CG.y C1 N O ° °`�° m x It N a 7C' CD Q Cp 7 '00 0 0° W a=,m ° m d CD ?�cn9 b CD a 0 o X CD = CL p. CD m c Ln CD M w o CD ui N � aw °o N M o w b CD v► O co 0 CL ~' r - Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must ST• C-��LX 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. p Z Z _ 1 09.9 . Su - 00 p Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location F — f K Y D V fl N N L V X17 Genf -bet• S� 1/4 N LAA /4 S T Z.8 N R l E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# aZ01 Qu��� _ - I 7�-w osez) ism rs . la y� City State Zip Code Phone Number ❑ City []Village �ff Town Nearest Road ZWQSL Fr -LS w I SL10LZ ( 7 ),S) LlIS gloZ lz.))v�Jie\rL/ )QJVtc C'T M t I& New Construction Use: (2 Residential / Number of bedrooms � _ Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ 1 --D t�s CU OZ GLft e,1 Pr(., 'rL L L Flood Plain elevation if applicable General comments and recommendations: 1"10u)t fij f3U `f1 Uhl L° ALL KUM S izE Pk6 L 3 � ��� US t� ct)w NZ LIVS , Boring # ❑poring pit Ground surface elev. ft. Depth to limiting factor $. in. �y Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bouhda oots GPD /ftz in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. r 'Eff#1 'Eff#2 Z to zz 0`1 IL 315 - s) I Z�'s m`f�- cw 1v�F • s - '3 3 zz-z8 1 0�2lZ i�lL — ``�S C) "Vi wt V F>- Cw 2� 3S t D`2 YL 51 C O v> Yn _ O •0 a Boring # t❑t Boring Cpl Pit Ground surface elev. - S ft. Depth to limiting factor 1 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 �q Z -fig 1C) 3 l� zo-tf2S SkR S si c Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = SOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ., Signjture CST Number Arthur L. Wegerer "�l -Z6 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 0 -L8 -n1 715 -425 -0165 l lb Property Owner �-��© Parcel � Z Z - lOgg - SU -w ID # V Page of M 3 Boring # ❑ Boring ® pit Ground surface elev. C7 6- 3 ft. Depth to limiting factor 3 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 I 0_9 to -ilz 3!2 - S i 1 z -pq�- Wl v `ih n- Z-� .S . 8 Z . 0) -zb ZGy2 3/4 1 Z's al'i U. • s -9 c s bk M\jf►- .14 •� 3y -U Le�1 - �,S�251t� l�s o Boring # ❑ Boring ® Pit Ground surface elev. 9 s. 6 ft. Depth to limiting factor 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 - L a - ZpLr231Z - s� I Z`� \M \) `PH Z q Z- m-F�- 3 23 Z7 1 � e Sb W- Y le22s13 %SYfZ s« c I caw, �m`FI� Ci — •o .D S L4 10LfV 613 - PSBR — ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 1n. Horizon Depth Dominant Color Redox Description Soil Application Rate Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 'Eff #2 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.6100) _ PLOT PLAIT Page 3 of 3 Scale Rte} L ti �Rzc�P�ri2..`I LIyvE � �s S b l P� . Qwl l Dry �{ B• Z O ��o�c �"1 fk 3 — � q.a ' y �N ��� �•�' s. 3 Jam- �- • �� _ �a �� �° -�`�� �" / � � _ i t �5 L/ cti5 C J J q kL J J y I Y CTt -k' SS ., C � I0 -113 -o 1 715 - 425 -0165 220254 01 -Z aC CST Signature Date Telephone I-To. CST No. Job NO. l - Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 o f 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Coun ty Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Ste• Q-Q10 X ! 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. O 2.. Z, _ ) 0 q,q . S - Q 0 U Please print all information. Reviewed by Date Personal information you provide may be used for. secondary purposes (Privacy Law, s. 15.04 (1) (m)). I Property Owner Property Location F— ftKAZ Y ftD NoMWI C. G ON4--� S 1/4 dJLM /4 S T Z. N R E(or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# q Z ° 1 �U PS2 t2.� -( 1Z21PC17 — - ( 11 CSC) r S . City State Zip Code Phone Number i ❑City ❑Village [!U Town Nearest Road ZW �Z FPSt LS t•.1 f Sq Z-Z ( - )LS) L 4 Z- S q l O Z vil�.) /1�lIVL C'T !✓1 rl EL New Construction Use: ® Residential / Number of bedrooms —�— Code derived design flow rate --C OO GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Li) OU :,Z GLft-,�' L p , 1 L L Flood Plain e!evation if applicable General comments and recommendations: 1" � DU)lJ) y-J/9 rx 7 r 1�, L4' R.l i3 V 'r) 0) N_t'LL , }v xt uM 1 rd" o l= S ftk)b f=t LL, F Boring # ❑ Boring ❑ pit Ground surface elev. ft Depth to limiting factor Z 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. •0#1 •E(f#2 0 -10 I T? -Z..[ Z - s 1 1 z '� q �- m V 'fl4- e_r, 2, , S - Z )p ZZ 1O`Z!L 3l6 S11 Z- - ' S btz YYL"O, C `3 3 zz z8 102 � - ``�S oti►-t >M \A- 1ulYL.S1 C1� �SLirz.S18 SC-1 0 V-11 Boring # ❑ Boring ® pit Ground surface elev. L� 4- S ft. Depth to limiting factor 1 � (n. 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 1 0 - Io�rz3Lz - S) Z j>^ Y, v -S - 8 . 5 •8 3 1� to'-jfLS13 .SL1 fz. S1� si C ow, rYL�F►• - , o -n 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) ; n re g �1. _� CST Numbe r Arthur r L. Wegerer ./ 61 - -a �- 2 2 o� . 2 4 0 5 Address 4d e g e r e r Soil T e s t i n a & D Date Evaluation Conducted Telephone Number esign Service 421 N. Hain St. River Falls, UI 54022 lO - La -n) 715 - 425 -0165 Property Owner C-��� Parcel ID # d Z Z - U A9 - SU -CU Page 3 of F 31 Boring # ❑ Boring ® Pit Ground surface elev. 1,- 3 it. 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. "Etf #1 "Eff#2 I o -q 10�12 31 - S i l z��E- w1 vTh 0-s ?-T .S . 0 Z .q -Zb Za � ti j! S r � Z`Psbk wt`�� ate 1v� • S -� 3 Zb 3 to ti^�I - 1`FS lc s bk �nv�P►- c S - . �{ •� 3y - YlYM 11P R- - 1,SLi2SIB Opt. Mu�\r- YA — •o .0 Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor 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 z�gh 3 Z3 Z7 f�� iz�l� — la's 1 e sb ►n \Ati- y 1 2 b`i 2 313 - )'S' 1r' rZ S 1 O c I c�b►•� �m `f c tom, — - o e D 5 U�l- 1�`�t2 - PSBR 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.6100) PLOT PLAIT Page 3 of 3 Scale l' _ QI Y oIz* U - s S�b1�. l�►" C� w1�¢Z B•2 O .� °1° o� y •,�' pC / a� � 9-3 ot a o0 / a �y � CA. TW Z;— J LL 3 \X 3h�lt(- �1-. x_00_`9 .p�► 71 i C/ 10- LC3 - 715- 425 -0165 220254 S CST Signature Date Telephone Ito. CST No. Job NO. Parcel #: 022- 1099 -50 -000 12113/2005 03:20 PM PAGE 1 OF 1 Alt. Parcel #: 34.28.18.536A 022 - TOWN OF KINNICKINNIC Current X! ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner RANDALL P & YVONNE R CUDD O - CUDD, RANDALL P & YVONNE R 929 QUARRY RD RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1246 CTY RD M SC 4893 SCH D OF RIVER FALLS � ��A _/ SP 0100 CHIP VALLEY VOTECH �/lJ Legal Description: Acres: 9.420 Plat: N/A -NOT AVAILABLE SEC 34 T28N R18W 9.42A S 560' OF E Block/Condo Bldg: 732.45' OF SE NW (ADDITIONAL HISTORY 763/472 & 795/227) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 34- 28N -18W Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 1114/053 LC 07/23/1997 996/553 QC 07/23/1997 9551358 07/23/1997 799/181 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 88903 Use Value Assessment Valuations Last Changed: 08/11/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 80,000 216,100 296,100 NO AGRICULTURAL G4 4.420 600 0 600 NO Totals for 2005: General Property 9.420 80,600 216,100 296,700 Woodland 0.000 0 0 Totals for 2004: General Property 9.420 20,600 157,700 178,300 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 M1 ti S lA.1 r ,. EXCAVATING 285 County Rd. SS - River Falls, WI 54022 715- 425 -6200 FAX: 715 -425 -8466 ` z m4ke Raje 31pit s Sq Gj F.r /It �+ . / ��.c $l. fro wS � J KD M See r . � ��+ ► fs Flt 3 6^ 1.87 Mi. 87 PCB JLJL 0.41.4 5.3i 96. TaNk io x�uz: S�T „r /�� 3:( 9�.Z pc 4 3e.,,a's 7L "L w art a OL QrJ�L2. �4 As i f EXCAVATING ` 285 County Rd. SS • River Falls, WI 54022 ) t 1 �• 715-425-6200 FAX: 715- 425 -8466 _.. � 119,ke Ra�.ewal� s PRs -- R313 f�'�� OW NE - QA-4 Cw� D �1p�5 Rwclt F.+ //s a.►r i2o,+a .ft kiN ws�k % S D2dr ��►,, 1 .2 qb eoKP- RD M A 11U ktt jq k'NN"- . �. 1.$7 101.9 lea' n 3 TA �o �74tt.1Z; � 5j(5 q6,2 atrcrss �;pf � ae.,,a // 's n.,.J- H.�.•� Q M J /�/ •LZ. / �� f- to S c ,+ I z to lb 201 194 1797 193 lb r r 2 J r CD D 0 ' r • iff N • 149, 27 150 147 28 146 45 136 130 1 131 137 x 1 23 115 117 °p 110 • 113 m m 1 7 N 103 67 _ -- m 76 85 n • a R 69 7 cQi 63 5 o L m co Cv 33 Ll.l M f 34 1 32 ` r V 26 a a� - 2 - -_- - _ .---------------- - - - - -- - - - - -- PIERCE COUNTY Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 399611 0 GENERAL INFORMATION (ATTACH TO PERMIT) StateP ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 9 = 7 - eft 'f . ��• Permit Holder's Name: City Village X Township P I Tax No: Cudd, Rand & Vonnie Kinnickinnic Townshi 022 - 1099 -50 -000 CST BM Elev: Insp, BM Elev: BM Description: I M C6 T' rt ' c TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic rp �-•�^ 24 t Benchmark �A 3 Dosing LA -) Alt. BM Aeration Bldg. Sewer II $. }S 4b• z6 Holding St/Ht Inlet 9-lo s• 9 I f + TANK SETBACK INFORMATION St/Ht Outlet I• y QS TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic � I ?Z ► �.�-- Dt Bottom � s 3 3.Zo Dosing > l ft I .2s Header /Man. 6.1 S oq Aeration Dist. Pipe (0 #1 98.8(-+1 Holding Bot. System / , 10-85- p8 , Z q Final Grade W 1 QQ // PUMP /SIPHON INFORMATION tF Manufacturer Demand St Cover GPM t Model Number y_, / 1 n .G`FI s for. wi.4 it L Friction Loss System Head I TDH Ft S 2•`fI- (0•S` Forcemain Length i Dia. y Dist. to well 2 7 SOIL ABSORPTION SYSTEM H Width Length 1 No. Of PIT DIMENSIONS No. Of Pits Inside Dia. ILlquid Depth - CCM ENSIONS D O SETBACK SYSTIEEM TO P/L JBLDG IWELL LAKE/STREAM LEACHIN P cturer. INFORMATION CHAMBER O Type Of Syste ' / _ UNIT umber. rte DISTRIBUTION SYSTEM A S . 56 Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake io0 li Pipe(s) •S • 3 ) li �0 1!1 Length to • Dia 2- Length Dia Spacing 3 3 /a SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bedlrrench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Iz / , t Inspection #2: / / (1 » 0) 1 4 Location: 929 Quarry Road River Falls, WI 54022 (SE 114 NW 114 34 T28N R18W) NA Lot Parcel No: 34.28.18.536A 1.) Alt BM Description = CP`�• �� u E wt! S� r'`M'"` ((�� / _� 2.) Bldg sewer length = t �� IWA_ 00� eu'P . - amount of ver = 1� ci _ 3.) Contour = t )$ 5 "' S' a 'k- tic: - t 3.0 ('6kA -t6D TJn revision Required? ❑ Yes No 4 � Z � Use other side for additional informat on. loo SBD -6710 (R.3/97) to C � I Insepctor's Signature 1 Cert. No. Safety and Buildings Division County C- 201 W. Washington Ave., P.O. Box 7162 c 7, 'E No 15COnsin Madison, WI 53707 - 7162 Site Address Department of Commerce Sanitary rmit A p p lication Sanitary Permit N r �'Y PP In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑Check if Revision ma be used for secondary ses privacy Law, s15. 1 m I. Application Information - Please Print All Information in Number Property Owner's Name Parcel Number + VO V1 •i e Cud d .�� z 9., � s�� ozz - /019 — Property Owner's Mail* Address Property Location uaym 'AAtW S .34 T N,R 1 9 City, State 1 3 Zip Code Pho ? Lot Number Block Number Subdivision Name CSM Number �Ztucx' at IS , U)s 540 7.Z RFrF,vF a re - e k II. Type of Building (check all that apply) ;ry N 1 or 2 Family Dwelling - Number of Bedrooms NnV 1 6 2001 y illage i •� ❑Public /Commero [-Describe h _ _ Use S T La ownshiP Onn Ki C- ❑ Sta Owned (s � it ; '�. Barest Road J o' go � C,� D" � oast zolw III. a of Permit: (Check onl x on line A (numbering sc y+_upte `�ls�e 'Complete line B if applicable) A' 2 Replacement System ❑ Replacement of 6 11 Addition to For County use ank Only Exist' Existinit S stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) -)c- - (en - K �_9r . 44 ❑ Non - Pressurized In- Ground 214 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In -Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' ersaUTreatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./ Days /Sq.Ft.) (Min./Inch) Elevation 00 9D0 7 00 1,0 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 01ft Dosing Chamber . /x.06 !N h VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) PI is Signature MPS Business Phone Number TatL 01.3: S*6 aa 545 I 715 -qz 5- Plumber's Address (Street, City, State, Zip Code) 8Z310 94 S` �5v Ir Falls, lo 5402-z VIII. Cotm /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse . - � (Z,� Determination // IX. Conditions of Approval/Reasons for Disap roval (` ; do F, �P 6X31' plans (to the County Mesystem onVqWMWMV1ftd 8112 1 m AA 0o p wl�p+�^tMp,(A etit5 Sk 6398 (R. 05101)'.x, R � ' �� T • a j' I t t .a( . 1 Safety and Buildings Division COY 201 W. Washington Ave., P.O. Box 7162 N) Pi4conshn Madison, WI 53707 - 7162 Site Addres De artment of Commerce 2 Sanitary Permit Application Sanitar y Permit t ; r In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ J1 Chec k if Revision may be used for secondary ses Privacy Law, 05.04(1 m I. Application Information - Please Print All Information lan I.D. Number l S it; = 5 L J Property Owner's Name //t���,.1 Parcel Number `� t e. �..ud d 022 - 5 - 0 ozz - 1 0 11 - 5 0 Property Owner's Address Property Location (� 6 if Its M Sf , S .34 T Z 9 N, R I Z City, State Zip Code Pho , r ? ! \ Lot Number Block Number Subdivision Name CSM Number �Z,u�ur �'atls wT Y' r 1 pre - exi3t - t•=Q II. Type of Building (check all that apply) i ty V I or 2 Family Dwelling - Number of Bedrooms :1 R + illage 13 Public /CommerQGal - Desc _ ribe Use I r � 7 La ownship L ❑ S Owned �(� ~ ! J �. earest Road ' 90 t 0,&U � CdO 0 - iSt zoo LID i III. of Permit: (Check onl x on line A (numbering sc ao intetpial Complete line B if applicable) A. 2 Replacement System ❑Replacement of 6 ❑Addition to For County use ank Only Existing System B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) Z 1 foD 44 ❑ Non - Pressurized In- Ground 21K Mound 47 ❑ Sand Filter 50 ❑ Constructed Wedand 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51'11 Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' eatment Area Informatio Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./ Days /Sq.Ft.) (Min./Inch) Elevation 9 900 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 �� tzf S �` x Dosing Chamber "66 /1.06 I I " VII. Responsibility Statement- I, the undersigned, assume responsibility r I nstallation of the POWTS shown on the attached plans. Plumber's Name (Print) is Signature MPS Business Phone Number �auC �•S s,*6nor as 54 5 t '7!S - 4 /Z 5 - 5584 Plumber's Address (Street, City, State, Zip Code) 8Z3o 9 q 5 41, E$v - z f&4- 0 ZZ VIII. Coun /De artment Use Onl R Approved ❑ Disapproved Sanitar'! Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse . 3ZS. 0 Determination IX. Conditiong of Approval/Reasons for Disap ,, n plant (to the County ayatem 81/2 11 in 00 VA. t , SBD- 6598 (R PLOT PLAN Scale 1 Page 3 of 7 II►"1 �*1 - - e:-.100 , 0" C-0XJCXZ� APrD )8" ��� GRW — Uj Et . X1.4 . S 01 j Fk-W st . DO ,Nor co)-Ip ff-r ©tip �L� g - NIS PAL ) � 60'MH of ct EE1, 98-ZS' S of 8-y lob ►tileP�c F.y P STS x y.t igKb[" 8►"1� q8 �l puc 43 s� I tv�Pc1'�r Lr ti vi= t y tT :r - X C T 1� '► NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be Z000 gallon capacity manufactured by W1QCew�fz�T�� 17-su j s o s p I o Zs'ca3t Ft L ?uti►Q NA 'T &� two �t w zMZ7z 4. Bench mark 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188 -2439 TDD #: (608) 264 -8777 hsconsin www•cammerce.state.wi.us/sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Acting Secretary 3 November 05, 2001 r vx CUST ID No.691727 ATTN: POWTS Inspect r � Q ARTHUR L WEGERER ZONING OFFICE W 421 N MAIN ST ST CROIX COUNTY S I\ 4 C t3u� j�Yt PO BOX 74 1101 CARMICHAEL4t ' �. RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/05/2003 Identification Numbers , Transaction ID No. 686519 SITE: Site ID No. 63 8480 Randy and Vonnie Cudd Please refer to both identification numbers, 1. County Highway M above, in all correspondence with the agency. Town of Kinnickinnic, 54022 St Croix County S1 /2, NW1/4, S34, T28N, RI 8W FOR: Object Type: POWT System Regulated Object ID No.: 819224 DISCRIPTION: 900 GPD DESIGN WASTEWATER FLOW MOUND SYSTEM. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: •. This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691 -P (N 01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N 01/01). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. A O • Maintenance information must be given to the owner of the tank explaining that peri6djp iil* -4ter is required. Access to the filter for cleaning must be provided per Comm 84 izroducianp al or4 • A Sanitary Permit must be obtained from the county where this project is locate" accord F e he requirements of Sec. 145.135 and 145.19, Wis. Stats. r • Inspection of the private sewage system installation is required. Arrangements for inspe n shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits ARTHUR L WEGERER Page 2 11/5/01 J required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sin ely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Thomas JJ P erkins POWTS Plan Reviewer, Integrated Services WSMt�RT C (262)521-5064, 7:30 -4:00 tperkins @commerce.state.wi.us I I r TITLE SHEET Page of 1 FOUND SYSTEM FOR A ( BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE Ste 1 /4 OF THE ) QW 1 /4 OF SECTION 3q , T Z�' N, R 1� W TOWN OF \- .L tj Ij tQ1 M IQ ' -r. 0 -20 COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIED -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR _ -- I�PcND`t -- Ctllh'� - VOIC)1J���U'O -17 PREPARED BY uIE(a EF:;�aF:;. Sp = L . TEST S NG ANI) . DES Z CCN ST S CE P.O. Box 74 421 N.Nain St. River Falls, WI 54022 Phone 715- 425 -0165 Fax 715 - 425 -6864 q ' .. •• n � WESy/�t7, Z RECEIVED OCT 2 9 2001�� SAVETY & BLDGS. DIV. JOB NO. 1 -Z6) -A Mound System Management Plan Page Z. of Pursuant to Comm 83.54, Wis. Adm. Code Sedtic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain.solids in the tank that may slough off the filter when removed from its enclosure. If the 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 sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial 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. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg/L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual (88B- 1e572-pt;t- ggjj arid local or state rules pertaining to system maintenance and maintenance reporting. AVD lobgl_P No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. . Septic or pump 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 a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at - 1IS- 3$6 --L4 680 S QUtoly The system installer at The tank manufacturer at $ �0- ���_ &S6 ItiLEM � The effluent filter manufacturer at �t11J— "2. Z 1 r5�42 zP�13��Z The pump manufacturer at v i " N>_3 - - -- PLOT PLAN Scale 1 "_ � ' Page 3 of r lam 4 - E'Z..1 D 0 0 n N ' cd,v etz:�, Psi D � a �o� ��_G'>�uv — �Lj E - L, S.' 0 N FUYj 2. t=vL C L S > S O R'1tiUliti� E9iv1j L DD Y j C;V - e UU�'I W arz a •rvZa -r-M3 B.3 � Cq7 � I 6 11't'CU►�t of C ZLL ELEA). q8 -ZS' s o� 8 ID b' C18 Oka 8w►i i J �z.p.w. flu N��r Ll N� �►= b �� t�r°nuQ - 3Op' -TU CT�•F SS" NOTES: 1. Elevations shown are existing ground elevations un less 2. Install 4" observation pipes with approved caps, ( o therwise equired). 3. Septic tank to be 100p gallon capacity manufactured by 1.vt(�5tZj l2 So / S 0 SEHRC. w/ 14 tOp _�i ZftB SL R L l'MAr 1Jzo r'C. w E , 4. Bench mark s: Ste 5. Divert surface water around system to prevent ponding at the uphill side. Page y. Of 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand G Topsoil :» —H W —= I tF 3 E b . % Slope Distribution Cell of Force Main Plowed 2" to 2 Aggregate From Pump Layer 0 p . S Fr:. E 0-8 S Ft. CROSS SECTION OF A MOUND SYSTEM F g Ft. G o-5 Ft. A � O' Ft. F. 0 Ft. Linear Loading Rate= 1 D.OGPD /LN FT B 1 �10 Ft. Design Loading Rate = c . S GPD /SQ FT I to Ft. J C Ft. K Ft. A 4terna:U Position L 1D b Ft. of Force Main W Z (, Ft. I - Observation Pipe a- r --------- ----- - - - - -- ---------- - - = - -- - - - --� A o- � --------- -- - - = - -- ------ -- - - - - -- --- - -- e - -`�' - -- - - - -- - - - - -- - --�- -a Distribution Cell of to � �� � 2 z Pipe aggregate Observation Pipe (Anchbr securely) - PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and 'holes. Extend the end of each lateral up with the use of long turn or 45 ° fitting to a s point within ix inches of the final grade. Terminate the ends of the laterals with a valve cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. pvc Fvc S vc Lateral Manifold Lateral X x x x W2 xQ I x x x — Lateral Length — Lateral Length — p Distribution Line • � - � PrCG�s snX --0 ht�1J1Fc� S i o -- — � q P _= Ft. Hole Diameter <<? Inch S 3.33 Ft Lateral Inches) X 3J6 Inches Manifold Z• Inches Force Main " Inches l of holes /pipe L S Invert Elevation of. Lateral s 48.7iS Ft. LSXCi eft = 6.tSx PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE 6 OF VELIT CAP `I'C.I. VENT PIPE WEATNEK PROOF APPROVED LOCKING r'1ANHOLE 10 FROM DOOR, JUAJCTIOIJ 8OX • COVER WITH WARNING LABEL ' 12�MIli. wIN00W OR FRCSH { AIR WTAKE { GRADE • COWDUIT -- IIULI =T PROVIDE - -T AIRTI&HT SEAL I { I I APPROVED JOIAITI A { I I APPROVED JOUITS { I I I I ALAR1+1 e -I II I 1 { ON c I I PUMP -� OFF ti 0 zLo 121 tb. o CON BLOCK 3" APPRWID RISER EXIT PERMITTED OuLy IF TA NK MAAIUFACTURER HAS SUCH APPROVAL ��Qp SPECIFICATION! - S DOSE T MA►JU FACT URr6It. C SC« WMBER OF DOSES: S " PER DA4 TANK wzc: t Zoo &ALLOWS DOS VOLUME I ARM ,_ - wFACTURrrR: S - J - I SIS � C � INCLUDINI AL FLOW: '�7R0 S 6ACK MODEL AIUMBER: IJI-J - CAPACITIES: A = Z Q IAIC14ES09 6Z3 ` Z GALLOys - -- SWITCH TvP&: Z (� Z• 3 - B = - 1161040 Ox GrLLOAJS PUMP MANUFArmitcR: C = G WCHES OR , - GALLOIJS MODEL IJUMBBA: - qO ps lO °11Z INCNES OR 3 Z 7. ZGALLONS SWITCH TYPE: -L( IJOTE: PUMP A�JD ALARM AR TO DE otq.-7 MIISIIAUM DiSCHA•RGE RATE 3 G• GPM INSTALLED OM SEQARATE CIRCUITS V ERTICAL IF `7 Y D FEREIJCF bETWCFAJ PUMP O FF AAl0.0I5TRtiSUTtOA! P � F EET + MIMIAUM METWORK SUPPLY PRE55uRE ... .. , `SD FEET (S -Ox 1. 1) -f- �S FEET OF FORCE MAIN X -2 F Y oF xFR1CTIOU FACTOR. Z ' L T FEET TOTAL DtimmG HEAD = FEET - _ -- - As per - manufacturer • 31. 16 gal /in. Liquid depth 38 1 1 Z ' PPrGE of - 7 M E40 Series 4/10 HP Effl MYWW and Drain Water Pumps Performance Curve MODEL ME4O EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 N �j 30 W Z 25 6 X Z Ld � H 20 6 4 p 10 36 ~ 5 2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S.A. Wisco Department of Commerce SOIL EVALUATION REPORT Page \ of 3 Division,of Safety and Buildings • in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O Z Z _ 10g9 - So -00Q Please print all information Re iewed by Date / Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ' 10 3k3 3 Property Owner Property Location 6 f'JN - ) N mw t Nz, CU\ Ge -619 5� 1/4 NLAA14 S 3y T Z. N R IF E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Ll Z 0 1 — City State Zip Code Phone Number C] City ❑ Village 2ff Town Nearest Road Zw w 1 S (BLS) L4 Z3 91 o7Z t0-YLIQ"v Q ❑ New Construction Use: 21 Residential / Number of bedrooms Code derived design flow rate () GPD Replacement ❑ Public or commercial - Describe: Parent material Lp E?g (3 u 0 r'I C7L' Flood Plain elevation if applicable ft. General comments and recommendations: MOU" dV L O K LgU Tj U3v 0 E - LL, 1^ JA, L wl q ff O F S AAA Ft, LL Boring # ❑Boring ®Pit Ground surface elev. a 1. `7 ft. Depth to limiti ng factor` ut.OUtJ I o pplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consis ce Boundary Roots.-. GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. \ "Eff#1 •Eff#2 Z Ci -2 loq e 316 — s I Z '3bk S . $ 3 2 _cog -) .Sy 2 3 J Y C l-� S'--1 O vv 41 cs - • O • � �18-SS 10 IZ 6 L3 - LS B tZ - I 71 Boring # ❑ Boring [D pit Ground surface elev. L 8 6 ft. Depth to limiting factor Z� in. —7 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 tl I 'Eff#2 0-9 1D'�R31Z - Sll Z`�gh titUF1r- <:!- 1� .S •43 Z q - Z7 l�`2 1 s�1 Z sbk m fV O 3 Z ,SKr? - CL ck - i's - t 1Z S/8 SO-1 ' 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) j ?! re CST Number Arthur L. Wegerer 44 it QA -Z6) - R 220254 r Address W e g e r e r Soil Testing & Design S e r v i c e Date Evaluation Cond ted Telephone Number 421 N. fain St. River Falls, WI 54022 10 -1$ -nl 715 -425 -0165 Property Owner C U�� Parcel ID # Z Z - L SO -00 0 Page 3 of 3 ❑ Boring # ❑ Boring 3 ® Pit Ground surface elev. OL 6.9 ft. Depth to limiting factor _ 3 St 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 0 -9 lD`t23L2 - si l Z4 qt- rn Z q Z4 Ib`vR -3 - si 1 ZTS' k m'f cs 3 Zg is )o , 1 2 y/6 as 3 40 - �.5�2Y F19. �.s�rZS1� sal or*-� vn�i es — .� •o LSBZ 51 Boring # ❑Boring Pit Ground surface elev. • 6 it. Depth to limiting factor Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture A rh. Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. C olor 'Eff#1 'Eff#2 R- Z L Z - S i I m cw _ g Z s'Z f�- 3cL qe- 16yiZG13 - LSB 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 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. 580.8330 (R6100) i v PLOT PLAN Page 3 of 3 Scale ?1' =�Q' e:L• Lbc,p' ory 0- .wc�z� pp b )a' taut~_ Gwouuj Ez-. cLq.s ' oYv Fk-W7c. / w4� L LS > 50' FV!4H MOW p o Yv oT e owl, W�-T otiZ I \S� , , 8 0`rTI�F'1 OF CZ ( EL&. qB -ZS' x I \\ G T7 49 c'7 z CT`i S C T - kA I 715- 425 -0165 220254 O )- Z 6_ A CST Signature Date Telephone No. CST No. Job NO. L 71BRANDY CUDD REALTORMCISTER OF DEEDS NO. 254 P.2 lutiz IMMMIN ' 1 471PxE nM 2 � ! / p stars time OF Y- r -0 — ois W.4taRAhrlir OLcED KgtHLEEN N- % n i4eSO tlJoia Helen J. Y� (mmoudam ST. CRUX CRUX c Mt o., Wr far amen En�'f roars e - — 8ta ens g� n kcqvs fat ma f 1 +J #R sr ix- 1(x199! 9 Oo An CoA"N1 ON Harrary. 5 tv —•++.� � ���"— \ J i � 27 1 �` or MT IhB lor7W�Ag dwcrl6ee rpol �71d M -M Faa TAMM Mr; srala e{ 1YeaeeA:ln: � Rom To A Paroa of WW JuGWM in We southwest Qaares r al the � Q QW r /0 J - 6 NMM&M QMM (5W va ayNE 114) and i, the a v t[ r Wt VQ;L 5f - SD�1em gtwdwof 14op@Wgt Quarter (SE 114 0114W 1/d) , all I Se Tmrr►s6�� t No . t2anpe IS West, �l44 SO � �? lt7 991i'J ciesCtfPe as � f ollow r cvlbn Number tvr beginning M a point CA fie Sout►, line of Saki sauftaM OWdef of Noitdeast AvarteraF 6etaion Sa a ^4anca Of (90.55 feet EASt Of Sand 00 cmm of mId SoUMwa Qum.,( Nor Quarter of al4ion said PM b fq tho Southeast corer Qt the pattet P*mm omveyq& thenco We* along soucq Ilm of Said soumv :a Hustler of F1aRtte {StreEier am i � Quarter of MIORIMIeSt Querbtf 4f S�ealah $d Q a di S�Ce of RM2A rapt: t &Fm Nerttt tllerroa i fA t tO CPntedjne f C.T.ti. -jr, th6rcB" Mu thwesterty MOM Rf Q -T.H. `J.r 5_B to she palfit cf taegin*g. [ j The attoye i '^ desTbad paroel r ontetnkV 75.99 aetQS, MA" ar(e�, indydng {haaa PQttiorrs t�eseMy t� ft Mad fW public ftiMy. Dti5 1¢`tzxs+ (�s�y j4n�E4w'��etel cI�"]11445" ' C_11At1 1 i �� � ! - frs 1q+� r AS �C;�r�'2��57 1l�� /41 �. C.3 Ms 15 tY3�" iCF t>g ner) twmesraed pnpug t'�Z9privn � Wdrran6e3: Cayd Vsc Q S Dew CdEN.j r' 4CredMLEwemr LL r ' sa V -1 Q—Tr 11 brxbro rno the - pr f— .te rlrt WWJ6 "WnDd G Q�> TJA.t~ MEAt9fR snTr: enF ^.P NASCON3IN tw 1•a �1 1 I Euin rtl by $ 7 : :r,;, r ,} pxr+A 4b be dip pee�en _S c,", _ xde Odt�drdvla l raw, • ,+S n+ oY f u M me Trn,nr and ma bddaw :more P y {�'nilurc�'� /7� J�bojY ""-."..' a ar�4YwMs� fl JOlEwIIEAr.e -- _ -, - -. — rVAtanaMTr o6Ed eA$ ae 7eP WAIA MLSCOhSw M8 hie, ao. ao. +adm sort IVr sAmw kwlq Na. t .. lost aOri t+zva , DOCUMENT NO. STATE BAR OF 1RSCONSIN -FORM Z. � _ .. �.. ► 6 n^ WPMAN ff DEED J. 9 - �9! 5aU � a `f THIS SPACE IISSEIlVIID F011 11ECO1tDIN0 DATA 317163 "`+++ "" BY THIS DEED Arden L. Thorsbakken and Sandra E. RE OFFICE Thorsbakken, husband and wife. ST. . C CR OIX O1X CO., WIC. Reed for Record th1s.9Lb.._ dory of-1u1M_--- AD.19Z Grantor conveys and warrants to Milan W. W ehkin& and Jack M. Bostrack. as tenants in common, (}r�jct N Of / !Uses 8 for a valuable consideration --- Twenty Two Thousand and no IIETURN TO Rift j,$� Dollars - - - - -- the following described real estate in St. Croix County, State of Wisconsin: All that part of Southwest Quarter of Northeast Quarter Tax Rey j' SW 1/4 NE 1 /4) lying Westerly of Highway and This is homestead property. All of Southeast Quarter of Northwest Quarter (SE 1/4 NW 1/4); All in Section 34, Township 28 North, Range 18 West, EXCEPT a parcel of 13 acres, more or less, more particularly described as follows: Beginning at a point on the south line of said Southwest Quarter of Northeast Quarter of Section 34 a distance of 199.55 feet east of southeast corner of said Southeast Quarter of Northwest Quarter of Section 34, said point being the southeast corner of the parcel herein excepted; thence west along south line of said Southwest Quarter of Northeast Quarter and Southeast Quarter of Northwest Quarter of Section 34 a distance of 932.24 feet; thence North 560.00 feet; thence East 1090.18 feet to centerline of C. T. H. "JJ "; thence southwesterly along centerline of C.T.H. "JJ" 581.84 feet to point of beginning. TFANEZ111 Exception to warranties: easements of record. FEZ er Wis consin J un e Executed at ------,,,, —_- -- . _. F alls — —a'-- - -- - -- -this_ 218t _day of J #934J: I SIGNED AND SEALED IN PRESENCE OF ��� (SEAL) I I Arden L. Thorsbakken (SEAL) Sandra E. Thorsbakken �I _ __ -_ -- - -- -- (SEAL) - - - -- - - -- - -- - (SEAL) Signatures o(_ - - -- authenticated this __. —__. —_ day of 19 Title: Member State Bar of Wisconsin or Other Party Authorized under Sec. 706.06 viz. i STATE OF WISCONSIN l Pierce __courrcy. - — _ - 21st as of June 197 Personally came before me, this__- ._--- _ -____— - - -- day and wife the above named -- A A rden L. Th or sba kken an Sandra E Thorsbakk�x�, 1„roh I' to me known to be the person who executed the foregoing instrument and acknowlgdged the ,� \ • ` II This instrument was drafted by C thia R �I Charles E Whi A ttor n ey at L aw, Notary Public St G rin wi River Falls, Wisconsin 54022. z Q' The use of witnesses is optional. My Commission (Expire a , j Names of persons signing in any capacity should be typed or printed below their signatures. "Kct. Co WARRANTY D6SD -STATE BAR OF WISCONSiN, FORM NO. 2 - 1971 1 loom" 111111000111 .► ♦ t na 01999 Cloud Canegmphira, Inc. Sr. Cie•d, MN 56301 SEE PnaE 3 \&r wa Dean & Glenda Y N e_a . 196.6 ' t*4 e Ha 0 Dan & Jac que s &o zl z N nsen 69.5 S imonson Farm Inc ° E r&c s Harold , �' F"'n F Len ' • NeFson 9 o• _ ns z , o FAM V II 71.8 Amotd 4r r6a� ^ 193.3 I% n ' Gloria ° Abdul Marcella L Hunter Vorwald -u 116.7 152.4 v &shams Lueck d' y Cohort q 197.5 Sa 388.8 „ K° • Murtar Heinbuch 94 5 A, Joseph & • •Galen _H ' ".v , Robert & I e .� g o Trust 7099 oNR a Gerald & M Daniel Thompson Feu. Ia,onne ,: 1'70.2 IFS Robert ,g �, Kathleen oseWrl O0 120 to i,k 4n 2B & oaie � L+3 I I &Doris w Ba & can 5 & 73.2 l 34 Barbar Benson etal a Mark & -� 42 J aJ • ° m,.v,kerk QI M &s Nerz I � Robert Garbe 72> Lawrence Ickler Laurie 17A • cR _ eo Harry Shaw z James Lenenz Alvin & Holly Lisa Delander K,I • Garbe ,Py 160 • 80 Van Beek Sollom 4hmi,z I7 Fa , T, V - Johnson 40 ° Lubich 118 ,vv • v 53 N 00 78 0" Trust etal ` ` 50 Gordo„ & James i.n Arnold & • , II t Alvin Susan m 5herill Mueller Joanna & Mary Fisk 115 1 -11 cxrak . 'm'Y • Fro • Van Beek Pinski • B • 35 Marcella Lueck 80 160 James Jr& 110 c &I.1tan, a " �_� . "1 19 56.3 Sumner Edwin vL eiw 2 - � Elaine Ray o ma' :, E&SB 9 Mary 160 Thomas & Lisa _ C&B C &I NiFMer 20 • • w - [ Y p&N Mtrer Paul • lanes R In • o p K &D• 127.3 v I�M1 '� 160 180 45 • 21t 157 '731j Ct ), &M �Q Hill j'� H &t; \'nrr:alJ� • J • Viola r • 4 _ I „aHe zz.s �' 20 •" m n Fm T, 7 p� �F.gefli, Liddle • R &) ,.4T _ U, Arv,e Kao r5• •- a > Malvin • 84 otm Y.E 1 .Johnson 158 305.7 J [ enertz d k s v Carol &I 'u y ^ - Fe ereisen Farm s h r, 10 2 Qz • JR Oppenheimer w &r • Robert & y Da d& P ilip& nt Paulson x y Gordon 332 Gregory& s '�R F er k Phoebe •nMn," • Trustee Laak Thekla Madsen 113.4 Gomd'Y Bethany r &a 'z y Bre Kathryn ,c xaB,r.a Nelsen Linehan t.no °, V g Truesdill &Trace. •Smith KN Kin, rr can Il[7t w 8t1 142.6 40 • qp �' •1)v a i 1N25 nwthnm 40 12 i c z • •38 z w as Q 0 tt m 100 ert &Dorothy o r &IC El ss - • Philli • Ryan& z r &Susa ' ,3.s John Agronomics Gerald DNR • + Cr 'f� • PPs 9 117.3 40 Linehan °1 Schmidt Iwl zoa lac Emholtz Harold 3 37 40 • cmdmgm„ M1c1Celson 113.2 P 173.5 •+ Morrow a* Iv , 3 { e z 67.3 ui . 122.2 y • 154.4 138 • x_ Cr .singe W 208.1 • 4oe 221 • n3 • 4 J to E �= v 1 • n Smven• David 9 154 ' e. well �` I: - 186 39 Robert Z 139 Vicky Darid Munkittrick & 3 Jeffrey &Nancy 525 Y I & tan ce r David sd,r„eae, &Ross CRQuiggle FWilliam& Christensen & ° c -1,t� Orlando TBloom Bareness Ft Q Screaton Screaton Gerald E ; lane • 20 •55.2 ,g Stuart it & Esther Fuller • 163.9 og R • Y _ H ° "a °a • a rn m ^' Norman • 39 &Robin ,, zo s • A &s o&cd Phillips -� Donald & Gloria • _ Georgians .z °' •Rick K &K a &,. I xe(/ cacar°r,5 rw.,wn Fam TTru 4 & Ivanh 40 - 89 Kirchner Mueller m t Rider rr ass N xeana 1 - C Ross & & m • lames o virgi„7e 40 z Rir • ?•N •,': A Gerald Anthon k rota lmClean &s bd+>` 20 ]40 Judith 158.7 & h4a y Townle FT toz.4 Moo John o ao �.z Donna BaaJe • John 80 P.,f r t a0s _ z Sa atm T � 7omas& Fuller Dale& e 40 Bettendorf tzif & Beverly w ° •�� _„ Sm Elirabetn Gallentine Raymond & ri _""7_ 2M1 • David& • Rebecca _ H 250 Griffe> �^ Tre •Kew` 40• •Olive Jacobson • Farm�lru 140 ,cs • 79 • Erickson 1 "dah 2 140 6 _ s' �' • • Juliann Luse 47.9 19 n,tah -1. z • SS W.4 53.3 ` 2B = 1.15 ' ' Robert Jr y ' Dar..'in& ' rshas. 31 Howard randal Daniel &Ann cP Margate P Its RNenald •Hans E T 'gniea Tro11a p i •_ t Madsen eq� 40 Gordon ' & Wynona v tlredaht• Ss tan • • • 78 80 Keatle w KrumWiede $�"' ,B.e r� t v ,' a , m xis °�` lr =.y sm T,s 91.3 111. Griffey y o & G ll T t 1H Ir &N John & a Alan & TI e a 35 +t s x s Kr •John & • _ _ _ ' 1 Ir & N 3 160 p o.P n • Candace �z Charis R •eat lames& - I a "R &u^ Kont>e0v = a _ - Thompson Marlin ('� 30 168.8 Beltendorf ,., Hartl &snan,n Do • n" Solu , ¢,� Trust 52.9 Krea 't Daniel& ••39 9 cunisTr H111 M1 r ? yy P - � a : Dominic Keith & _ • Allen & LIn a • € &Salt Jeanne Sm D&1.,\Vlsm 7 &1 • THaK u ) B i To, 182 • g 20 ��' J4Ircr T&`' Clark 20 7 ...` R II 26.8 Ia- H 1 Debora • A ndrea N ha en sorer 40 r a` lilek 49 R RI h marac. Andrea Y li Y.&I K v & K IK 1 • 40 40 03 rBV \, y s., ldt -K T ° 'aI t 395 w75 RH 4B 70 Andrea � River Fa11S 77.8 m.1 = AIa I Daniel & C raid B&c; C "ad G St Croix E c I+ 6R - • r .: Q • mr r _ �, 1 Bm - Land Trust o , \, a = a, = {. E .9 s 742 Luanne 40 & Betty Trx z0e v: - : . h County z 11 3.4 C'emoF,us d �. a = - ;1 Linehan Lee ;• ,^., ' 3� ss is i c 315.5 r� 80 &tsI `Y • lAfi 42.7 _ '° _ Rlo sv.z RL. p G '] I � z' cs y r raw& +l- D9 MR v e Wavne n._ C & •�( +� Vernon 314.5 S M r rick c l,ugi & x ¢ `� n m., Roll- 112.8 138.8 x^ 41 • Y c Eugene a, & DeborahPeskar : t M catne,mz ,g n Vernon & 9t.16 Fuller S z R c 3 & Betty 94 H at~ , rl & Karen cslHC B Daniel & t 4s vemon& Stanley Arnold Adeline Peskar M " ° Judith c Peska, ° SweriSOn Tr 200 W • Dar ;d snot Bauer Slante) • 114: - 1 106 Hansen Fm Tr ^ s i H &\ larson J 101.3 Pi PeSkar &Rose Hr _ z 40 Y • 40 • v °s „ o c yJa wl.r o u ',ka1 o &M o` I 11e Yorker vv - Glenn Darlyne &I. J Idith • &Tera Bauer Gary & Paul Sr & s " Harse u WachOer t I Jane[ Cudd Tr Cudd's Mobile Gerald 373 4Q 219 = e • K r - a - • • e a 61.8 Home Court 65 & Caro f lu s - 101.6 J 59 a ° 40 399 Jlldlth Grimm 140 65 l H vem F d Leslie "" Paul & - n. = 5 _ e 213.8 John & Willis u „' 177.8 35 Kuhn 110 Mar t W alk Alice - of r • o M 3 .9 Hanson Tr • - ]9 ` Gary & a • • , & 7 r ,a . s s., Vernon & 125.6 • 1 , 11 1 1 1, 0 - lamm David &Debra „ `,C 1 _ Ralph 13 1W .� Lent cdwrri Ovsak • Lucille Kelly s R IVER mTC RM 10 -' 251.3 Tucci 39• 142.4 39 V r ': Thealur _ ' F ALLS _ Kaen c r &i• Dean Ber sett T y cy J Kenneth ?+ ace S $ Pat is Role 159.9 W 57.3 & Rum Lee Nelson 120 e RFCnBash 2i 3 - 40 M 1000 1100 1200 1300 1400 1500 900 PIERCE CoLnyff i REAL ESTATE,., Midwest Appraisal Service, Inc. 214 N. Main `• tRllGER River Falls, w154002 DENNIS R. SCHUETZ • FARMS • HOMES • LAND WISCONSIN CERTIFIED RESIDENTIAL APPRAISER #98 S I N C E 1 9 7 0 • COMMERCFAL. TERRY D. BLAEDORN • Buyer Representation WISCONSIN CERTIFIED RESIDENTIAL APPRAISER #S • Seller Representation 6 ` RWM. RICHARDSON Gary W. Kruger, Bill Schramm, David Hegre, WISCONSIN CERTIFIED RESIDENTIAL APPRAISER #60 GRI REALTOR Broker /Owner REALTOR® 113 S. MAIN STREET OFFICE (715) 425 -1116 Office (715) 425 -8400 a -mail: .»aa..a FAX (715) 425-9459 krugerre @pressentercum Rlv6it AU_Sj,W1 54022 FAX (715) 525 - 1114•'3 MLS.