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HomeMy WebLinkAbout036-1059-70-000 M finn^^ V Q I ti � I N N H Y ' O U Z � 0 v z c L LL C O ' Q M � I N I N H a m I C 0 c C7 m o z a - o � M N � O O o O Z Z O p N z � N E M r N N o C `! c 4 v a R o (o (o ,M- LO N N N o 0 0 D d E m N N 0 co cn U) > Z N H F- H 7 .� N N 0 0 0 0 d m Z O o m E a a a N L IL U 7 O N 3 O O N J V O Oi a) Z Z Z M (0 Ay a) M O O O N O O N N J . rn N � W Q } n O C _ N E p N O T ry O M 3 O O C N 0 a 0 l C M F '', Z to rn re; N N (O r v 4 O � C � C 2 y , �� N 1-: � .- N h E LO cy) C? m O O U CD • y��' O N (A Y M 0 N Z (n � E w + yam) �b _G N D. w L C C Q U a fA V i wisconsin Department of Commerce $ IL AND SITE EVALUATION Page 1 of 2 Division of Safety and Buildings; odd with Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less than 8% x 11 Inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D.# " 036- 1059 -70 APPLICANT INFORMATION - Pie ,pint 11 information. Personal information you provide may be used nda4 purposes (Privacy Law, s. 15.04 (1) (m)). lavmj Date Property Owner r Property Location Krum Mike ' -�� Govt Lot SW 14 SW 1/4 S 25 T 31 N,R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSMi/ 718 Fourth St. i ' ' Potential CSM From 036 - 1059 -70 City State + Zip Code El City [] village ®Town Nearest Road New Richmond WI , 446 Stanton 190Th St. ® New Construction Use: tesid ntia(.(_N1i pb6r; d b rooms 3 ❑Addition to existing building Replacement 0 Pu`blie of dottltrfi4 scribe Code Derived daily flow 450 gpd Recommended design loading rate 0 bed, gpd/ftz 0 trench, gpd/fF Absorption area required bed, fe trench, ftl Maximum design loading rate 0 bed, gpd/ft' 0 trench, gpdr'ft' Recommended infiltration surface elevation(s) NA ft (as referred to site plan benchmark) Additional design / site consideration not suitable for development based on this work Parent material till Flood plai n elevation, if applicable NA ft = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U=Unsuit S able e for system ❑ S ® U ❑ S ®U ❑ S ® U ❑ S ® U ❑ S ® U ® S ❑ U ' SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure GPD/ff in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench .................. • .................. 1....'' 1 0 -9 7.SYR 3/2 - sl 1 f sbk mvfr cs lf/m 4 5 ....•........... 2 9 -14 1OYR 4/3 c3P 1.5YR 5/3 sl 1 m sbk mvfr cs if .4 .5 Ground 3 14 -36 10YR 4/3 c3 7.SYR 5/8 - - elev 'YR 5!3 sl 0 m mfr .3 .4 NA It Depth to limiting factor 9 Remarks: lacks A +4 "; this pit is typical of all pits except B-4 ....4 1 0 -7 l OYR 3/3 - s1 1 f sbk mvfr gs 1 f/m .4 .5 2 7 -34 10YR 4/4 - is 1 f -m sbk ds - l f/m .7 .8 Ground elev NA It Depth to limiting factor 34 Remarks: anomalous soils appear to be limited to one small area CST Name (Please Print) Signature: elephone No. Henry F. Grote - 715- 665 -2681 Address P.O. Box 57, Knapp, WI 54749 Date CST Number Ref# 12/22/97 222774 233 l _ o � d IA ! �J LA M �- � a J � 3 s s d t d NZ s � � -� -4 M � � f s Jo t e d r-A-1' CIO J f I __ Wisconsin Department of Commerce S W he sin SITE EVALUATION Page 1 of 2 Division of Safety and Buildings omm 83.05, Wis. Adm. Code a Attach com lete site Ian on r not le�e�t � Plan must include, but not limited to: vert and horizontal reference. ' , direction and County St. Croix percent slope, scale or dimemsions, north arrow, and 166ation and di to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please'pilht all 1 ormado 036- 1059 -70 Personal information you provide may be used for secondary pu Law, s. 15.04 (1) (m)). Re ' wed By Date Property Owner "' ' Property Location Krum Mike 9 r Govt Lot SW 14 SW 1/4 S 25 T 31 N,R 17 W Property Owner's Mailing Address '. lot# Block # Subd. Name or CSM# 718 Fourth St. Potential CSM From 036 - 1059 -70 City State ZiO990 Aoniw c �`` City E] Village ®Town Nearest Road New Richmond WI 540 O 1715.- 246 60,Qf1 Stanton 190Th St. ® New Construction Use: ® Residen ' , edrooms 3 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate 0 bed, gpd/ft' 0 trench, gpolft' Absorption area required bed, ftr trench, f s Maximum design loading rate 0 bed, gpdKF 0 trench, gpd/fF Recommended infiltration surface elevation(s) NA ft (as referred to site plan benchmark) Additional design / site consideration not suitable for development based on this work Parent material till Flood plain elevation, if applicable NA ft S= Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ❑ S® U ❑ S® U ❑ S E I ❑ S® U ❑ S M U ® S❑ U SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure GPD/ftz in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 1... ' 1 0 -9 7.5YR 3/2 - sl 1 f sbk mvfr cs lf/m .4 .5 c3p 7.5YR 5/8 2 9 -14 10YR 4/3 7.SYR 5/3 sl 1 m sbk mvfr cs if .4 .5 Ground 3 14 -36 lOYR 4/3 o3 �, SyR 5 sl 0 m mfi - - .3 .4 elev NA ft Depth to limiting factor 9" Remarks: lacks A +4 "; this pit is typical of all pits except B-4 4 1 0 -7 10YR 3/3 - sl 1 f sbk mvfr gs l f/m .4 .5 2 7 -34 10YR 4/4 - is 1 f -m sbk ds - lf/m .7 .8 Ground elev NAft Depth to limiting factor > 34" Remarks: anomalous soils appear to be limited to one small area CST Name (Please Print) Signature: Telephone No. Henry F. Grote 715 -665 -2681 Address P.O. Box 57, Knapp, WI 54749 Date CST Number Ref# 12/22/97 222774 233 4� f f cl t4- `C � c �A xr 14P 3 r s d J s � � S f Jo OA t a i J 3 0 0 0 3 T n rw '0 1 d .F CD CD 3 3 ' I M O l cn m Z y 'Z O W In N O • 0 Rt O O fA p $ C N CT s 0. C j N co C N CD _ U1 C 7 v C O ^ N Z ti N N N Q f0 9 N -j W 0 0 0 CC O CD N :E W O O (D O N a p D O 7 N O O d � < D <p C CD CO � \ N CD (71 N N) C ` O o � N N a {_? O N CD i 1 � w CL Z I z CD O t cOO :E Co 0 C 3 �+ N, O O O p �r N N W m m O 0 N = CD O (� .di .. y J N 3 m CL z N Ri D D o O m O M o a • CD � 1 w m z CD -� y O A Z n o. cn CL 3 z 1 3 m to Z CD A w D CL S1 C o <- A7 C z a p .. CD Z U) O l A a I � h N O N O A O CD 0 O 0 CD 69 Q ti a O CD O L � ti Parcel #: 036- 1059 -70 -100 06/21/2007 08:15 AM PAGE 1 OF 1 Alt. Parcel #: 25.31.17.383A -10 036 - TOWN OF STANTON 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 O - KRUMM, MICHAEL A MICHAEL A KRUMM 1940 HWY 64 NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1940 HWY 64 SC 3962 NEW RICHMOND � SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC 4 A mii'f)�4 Legal Description: Acres: 20.000 Plat: 3596 -CSM 1 / 596 SEC 25 T31 R1 7W PT SW SW & SE SW BEING Block/Condo Bldg: OT 3 LOT 3 CSM 13/3596 20.00AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 25-31N-17W Notes: Parcel History: Date Doc # Vol /Page Type 12/15/1999 615530 1478/209 QC 09/23/1999 610870 1458/353 WD 12/17/1998 594006 1388/082 QC 07/23/1997 1016/366 QC 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations Last Changed: 04/16/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 25,000 152,000 177,000 NO AGRICULTURAL G4 15.000 2,700 0 2,700 NO Totals for 2007: General Property 20.000 27,700 152,000 179,700 Woodland 0.000 0 0 Totals for 2006: General Property 20.000 24,300 152,000 176,300 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: 10104/2005 Batch #: 05 -27 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 036- 1060 -10 -000 06/21/2007 08:15 AM PAGE 1 OF 1 Alt. Parcel #: 25.31.17.384A 036 - TOWN OF STANTON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner CHG BACK 2006 APPORTIONMENT O - KRUMM, RETIRED NUMBER RETIRED NUMBER KRUMM Districts: SC = School SP = Special Property Address es * = Primary P P Y : ( ) Type Dist # Description * 1940 HWY 64 SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 18.000 Plat: N/A -NOT AVAILABLE SEC 25 T31 N RI 7W 18A SE SW EXC (3848) Block/Condo Bldg: 036 - 1060 -10 -100 & INC PT DESC IN QC- 1388/82 NKA PT CSM 13/3596 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 25 -31 N-1 7W I Notes: Parcel History: Date Doc # Vol /Page Type 12/17/1998 594006 1388/082 QC 07/23/1997 1016/366 QC I 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/18/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2006: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division` of Safety &Buildings in accord with ILHR 83.05, 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 St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 036 - 1060 -10 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE ,. PROPERTY OWNER: PROPERTY LOCATION Neal Krumm GO SW 1/4 SE 1/4,S 25T 31 N,R 17 5�or) W PROPERTY OWNER':S MAILING ADDRESS / LOT # LOCK # SUBD. NAME OR CSM # 1940 Hy. # .S6f ",44 ,/ o� 3 2 na csm CITY, STATE ZIP CODE PHONE NUMBER ❑CI EIVILLAGE MOWN NEAREST ROAD New Richmond, WI. 54017 (715 246 -5151 Stanton St. H 4 [ 14 New Construction Use [x ] Residential / Number of bedrooms 3 [ ] Addition to existing building I I Replacement [ I Public or commercial describe Code derived daily flow 450 gp d Recommended design loading rate A bed, gpd /ft • trench, gpd /ft Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate .4 bed, gpd /ft .5 trench, gpd /ft Recommended infiltration surface elevation(s) 104.70 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contour line of el. 103.70' Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem 0 S L u ®S ❑ U El CC S U El S :K1 U 0 S CX 0 S C %U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bour>dary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed jTmnch 1 0 -9 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 l <> 2 9 - 7.5yr4/4 none scl 2msbk mfr gw if .4 .5 Ground 3 27 -34 5yr4/4 C2d 7.5yr5/8 scl lcsbk mfr gw if .2 i .3 1 4 34 -74 2.5yr4/6 c2d 7.5yr5/6 scl 2csbk mvfr na na .4 .5 Depth to limiting factg Remarks: Boring # 1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f 1 .5 .6 U 2 10 -28 7.5yr4/4 none scl 2msbk mfg gw �f .4 .5 l• 3 28 -44 5yr4/4 c2d 7.5yr5/6 scl lcsbk �, if A2 .3 Ground r� elev. 4 44 -60 10yr7 /3 limestone re iduum O - - sg mfr na jaa e I np 10 ft. Depth to - ro limiting factor 28" < Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. New Richmo d WI 54017 Signature: Date: 12 -22 -98 CST Number: m02298 i� PROPERTY OWNER Neal Krumm SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# 036- 1060 -10 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -8 10yr3/3 nonne 1 msbk mfr gw 3 2 8 -30 7.5yr4/4 none scl 2msbk mfr gw if .4 .5 Ground 3 30 -5 Y Y / 5 r4 4 c2d 7.5 r5/6 scl 2csbk mvfr na na .4 .5 elev. 1 00.7 ft. Depth to limiting fac I Remarks: Boring # Ground elev. ft. — Depth to - limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. j ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Neal Krumm New Richmond, WI 54017 to o w n o f Sta nton s Stanton S 25 - R17w (715) 246 -6200 town o 1 lot #2 -csm N 1 =40' BM.= top of 1 pvc pipe @ el. 100.00' Alt. BM.= top of 1 pvc pipe C el. 100.40' Va Gib X70 7 0 � �\�,�i + It r� �s� ✓' b 3 s /vA 0 v ' ,-I V1 C 2 5 � 3c 2cp'-0 Zoo' Gary L. Steel 12 -22 -98 FILED JAN 2 7 1999 ► 2 KATHLEEN H. WAM Z Register of SLCrofxCo, Dee � CERTIFI EY MAC Located in part of the Southwest Quarter of the a arter and part of the Southeast Quarter of the Southwest Quarter all in Section 25, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin. UNPLATTED LANDS 5OU7Ht+rST CORNER WEST LINE OF THE SOU7NWFST 114 OF SEC770N 25 SEC. 25 -31 -17 19_0_ T H _STREET_ C£N7ERLI1Vf (FND RR SPIKE) _- N62 :F5 2'59"W 2634.34' - ----- - -" 1 — — '19 W 305.67 — — ��� i S02'12'59"E 1608.33' - -" — NO2'12'59 'W 720.34 —F — NO2'1 '59 — W ��� m — R -SOUTH I R SOUTH c i I T 44� i i 30 67 ni io (n I 1 W N to W Co IN to i I I Soto N v �to lin ° l n UNPLATTED LANDS ° N o ° O c� Q ^ '-o I� �� I V"' o �� - — 90 R -SOUTH C I I 1 2'12'59 "W 614.98' — — — - 1, I 502'12'59" �r�rerr®er c N 210.66' t� rat a 1 7 i 1 ;Z �o ;01Py'in o 00- D v> O : Q D 0 � 3 ^ :. 0 n 0 C •r1 �' D 1 i x ;a r- ;a N ,, ( Ax to "' C y D N to to zl rq $ � o Z p o IC ip z' o Ir �� 4� Q 0 > > il °• v C.. .o Z I W s o e*rweae e � s Z 0 ' m l -4 a. C: 00 lv m (n o co v C3 v IS ° to o m IZ •Q v i w Z 0 y o O N . * ` C1 ; = n .r ;% > :3 Q7 2 ui Fri `,Z F Y S:yy ca Iz �q0 u 'o(A :5; 0 , 0 ,0- Ip { j�' ` o S02'12'59 "E 706.49' r.1 v N N 0 a 0. Ic �� III t cn c a m m D c o . . I r 2 1 1: I mim I I co com m =m r:i Q off,.« 1 Iv Jr- 1 I= . O v 0 2 N, o s 10) 11 I EAST LINE OF THE SW W 9 i z r ', - c .. =` A Iv Ic I� I 1 I i= 1/4 OF 7HE SW 1/4 u+ - 2 o N r r ., • n m i° I j� I-C _ _ _.. —.. _ .._ _ .._ >Om �� o,mmo ID Iv ies I.. .. — .. � O n Z O v m h o 1� ID l 1> Im > O= N o v (b m 1 I� �p P. WEST LINE OF THE SE � Z � � � � o .• � I E SW 114 m °- 1/4 OF TH I = D cNn�m(o N 6' oh to A cD 0 0 > o Z(n y I0 t C IIITj �7C 0 o3rt I I I IC _k z m a. 3 m 1� -' 5 m mpm ° o 0 I> :14J \\` ` 0 1k i r .I -NO2'50'12 ' W o I_ -4 z .. o C 25.00' �j) v N m g 0« �e r � X I I O I� m z s o c0 a I n O ° v e ; l((nn y o L4 Im y II nv - - -� Iv C) rm0 II >F�oz v m �$2�v ® min'• to m m O o o X M o (� Z: ;1 _n - D (n 00 ;U O 2S � � a � p � � 1� Io 1C) (r . I :m: v:: n ° ( 3 zc n o o = � • n Ir Itn 1� 1 O (( c :: O 7 O _ ;l > O ;O M N 5 ?? n Im 1' 1� �� 1 `' : Il`i a a l ' c � o �.-.� � V � p f 'M o 011 too I I IN v t7 :..,� C. O C x n. (n d �, '� �, n.� O O I1 M m ID 1 a Sn (99,I I I ( z D � `� . to � G) A X o. n�C 1 1 65' f: r'` ��o y o o �� NR, m 2 0 I I (70' �z (D- -o � o = V' Crn o �p 3 ' i NO 1259 w v w r .. G v (, k v 1 '\ 60.41' y S02'1 2'59 "E 734.98' - 0-5 . m o co m O UNPLATTED LANDS o f o o 0 1 �I- �'S89'46'36 'W - - u, (D' = x z Q L 366.44' a m (��D = N � 0 Ln Sheet 1 of 2 t° ' Now Vol.13 Page 3596 I ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT \C � 4� Owner w�, , EEEI CEO Property Address l � j .. City /State %'T WIX w...._.- Legal Description: Q0 Lot Block Subdivision/CSM # t /4 0 /4, Secj T,jj_N -R,42W, Town of PIN # SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION Tank manufacturer 41 e Size ST/PC � "r O Setback from: House az Well Pz Pump manufacturer = Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM ype of system: 1720 K ? Width Length Number of Trenches Setback from: House Well >- .TZ9'Vent �2 to fresh air intake g� ELEVATIONS Description of benchmark Elevation Description of alternate benchmark r - , Elevation JVr Building Sewer �3• .S ST/HT Inlet ST Outlet PC Inlet ` PC Bottom �'� .' / Header/Manifold Top of ST/PC Manhole Cover `�l`� rjr Distribution Lines O /® /' 0 O O 6 Bottom of System O O ( ) Final Grade e#Date of installation J/&Permit number 34 i 4 YS3- 5 ' - State plan number c Plumber's sig re License Date /�/ Inspector Complete plot plan 1 NOTICE Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW rev r 1, - -_ 3a � t f ?� INDICATE NORTH ARROW Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: / Safety and Buildings Division S4 • Cry 1 ,/ INSPECTION REPORT /_-- GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No IX Personal information you provice may be used for secondary purposes Law s.15.04 (1)(m)]. 344535 Perrp�ttLQlde[ "±Nar L El CityS'1'ANapO Town of: State Plan ID No.: CST BM Elev.; 1V � Insp. BM Elev.: BM Description: Parcel Tax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. epti Benc tD 41/1 6 Aeration R4g. Sewer �j •� `D Holding S Inlet TANK SETBACK INFORMATION S ` Outlet '7, D.' 0 TANKTO P/L WELL BLDG. tVentto ROAD Dt Inlet �'� U >/• Se ti 7 565' ,C} NA Dt Bottom Dosing J�� ' NA Header /Man. D6. Aeration A Dist. Pipe ,P 6 , j H Bot. System 3. o r PUMP/ SIPHON INFORMATION G� Final Grade r. is a ;�L Manufacturer Demand Model Number 7 3 GPM cI yL TDH Lift Friction/ s System TDH j2,27Ft s H Forcemai n Length Dia. Dist. To Well it a SOIL ABSORPTION SYSTEM BED/TRENCH Width Lengt No. Of Trenches PIT No. Of Pits Inside Dia. L t DIMENSIONS DIMENSION SYSTEM TO P / L BLDG WELL LAKE / STREAM L CHING Manufacturer: SETBACK C AMBER INFORMATION Type O 7 i I►/ �--� OR Mod N System: DISTRIBUTION SYSTEM Header / Mani fold Distribution Pipe( S)'/ ,, i / / x Hole Size x Hole Spacing Vent To Air Intake Length Dia .� Length _�L Dia. Spacing 3G� 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 Bed /Trench Edges Topsoil ❑Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: STANTON 25.31.17,SW,SE 1917 190 STREET - LOT 2 O � ' w v , r - S -G( w� Y o L 7-C-) C4 .4)� p _� la5 /drvt A w a fd. ►� M l�aw� ��� T I tee/ nb� I 1 Plan revision required? ❑ Yes p�lo Use other side for additional information. J �� SBD -6710 (R.3/97) Date Inspector's Nnature C r Safety and Buildings Division At scons i n SANITARY PERMIT APPLICATION 20 W. Washington Avenue P O Box 7302 Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 1/2 x 11 inches in size. 4 - , -- • See reverse side for instructions for completing this application State Sanitary Permit Number Personal information you provide may be used for secondary purposes E] Check if revs. t previous plic.wrl [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION -PLEASE P RINT ALL INF RMATION a30rf & Property Owner Na Property Location r' >a 1 /4, S , N, R/ E ( W Property Owner's Mailing Address Lot Number B lock Nu mber G� Cit tate Zip Code Phone Number Subdivision Name or C Number I. TYPE OF BUILDING: (check one) ❑ State Owned ❑ It Neare t Road Public 1 or 2 Family Dwelling - No. of bedrooms ° Tow OF III BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/School . 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1. 10 New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an -__ System -------- System Tank Only Existing System _ Existing System ------- - - - - -- --- - - - - -- B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental 'Other 11 ❑ Seepage Bed 2 J 6mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade /j/,50 Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 2- ld :ee d 0 Feet Capacity VII. TANK in Ca allo g Total # of Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturer's Name Concrete Con- steel glass Plastic App New Existin structed Tanks Tanks c an I WP ❑ ❑ ❑ ❑ ❑ ift Pump Tank /Si ber Er I ❑ I ❑ I ❑ I ❑ I ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plum is Name: (Print) Plu er' Signature: (No Sta ps MP /MPRSW N usiness Phone Number: Plum is Addr ss (Street, City, State, Zip Code): tte 4 °6 c IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (I ncludes Groundwater ate Issued ISSuiW Agent Signature (No Stamps) Approved El Owner Given Initial Surcharge Fee) / � ? ,� Adverse Determination �� 4D r ONDITIONS OF APPROV L /REASONS FOR DISAPPROVAL: �J SBD- 6398 (8.11/97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber Safety and Buildings 15837 USH 63 HAYWARD WI 54843 -8107 Mir TDD #: (608) 264 -8777 isconsin www.commerce.state.W.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary June 23, 1999 CUST ID No.220527 ATTN.• POWTS INSPECTOR ZONING OFFICE BYRON BIRD JR ST CROIX COUNTY SPIA 896 68TH AVE 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 06/23/2'001 Identification Nmnbers Transaction ID No. 230469 Site ID No. 113362 SITE• Please refer to both identification numbers, Site ID: 113362 above, in all correspondence with the agen ST CROIX County, Town of STANTON; Fire Dept ID: 5502; 1940 HWY 64, NEW RICHMOND 54017 SW 1/4, SE 1/4, S25, T3 IN, RI 7W Facility: NEAL KRUMM 1940 HWY 64, STANTON 54017 FOR: MOUND SYSTEM, 450 GPD Object Type: POWT System Regulated Object ID No.: 474343 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: 1. This plan action is subject to designer comments on the plan. _ 0"4ft,,' 2. The orientation of the mound system must be such that the mound's longest dimension is perpendicular C _ sq, e T to the direction of maximum slope. SFF t- 3. The area 25' below the downslope edge of the mound must remain undisturbed. CO,Q 4. Maintain well and waterline set backs per COMM 83.10(1) and 83.14(4)(a). D ES 5. The proposed septic tank and pump tank are manufactured by Weeks Concrete Products.. J ti NOTE: • A soil absorption system should be designed as long and narrow as possible. This system has a high linear loading rate of 9.57 gallons per foot. 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 required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operarion. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. :S DATE RECEIVED 06/03/1999 2 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 PATRICIA L SHANDORF / OWNS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE.WI.US WiSMART code; 7633 r ►L V 1 r L H IV �t'� G PR .)JEC -T eh `a ADDRESS / 9- t.- N /R /,W ' TOWN — �� k _ COUNTY MPRS Byron Bird Jr0Vv,S.1J DATE - 3 — BEDROOM CLASS PE R�, CONVENTIONAL IN-GROU11b PRES RE CONVENTIONAL LIFT MOUND - ,>KOLD JNG TANK SEPTIC TANK SIZE LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE ABSORPTION AREA PERC RATE BED SIZE 16 Benchmark V.R.P. Assume Elevation 100' Location of Benchmark 0 Borehole Q Well Scale _ Feet 0 Per H ole System Elevation to S•1 The area 25ft. below the ed ge of the Soil Abso downslo / p must rem fed. remain Undistur n Sstem ell mo-ktd /0 f U � a' i Designer - No Date - 2 9 4" Observation Pipe Perforated Non-Woven Filter Fabric Below Filter Fabric �DistriDvtion pip ASTH C -33 S a n d ;' t s, - Topsoil K V r icQ - l7 i % Slope Bed O t 2 For c i MO n �Plowt d Drain Rock 2 From Pump Layer i , D � . cr ess Section Of A Mound System Using E A Bed For The Absorpt Area F G A 2_ Ft. h 6 _1.1._ Ft. Z. ' Ft.. 7.0 Ft. K. Ft. L -2a Ft. W 31.0 Ft L } 4'Observosion Pipe I E --- , K a A 1 I W cn - -- ________..____- ._______ J Force Main C 1 "---- -- -- - --- m From Pup Q ! D Distribution Bed Of %Z Z %? Pipe Drain Rock Observation Pipe Permanent Morker Pipe or Rods Plon View Or Mound UsIna A Bed For The Abtor lion Area PAGE OF Page Of Distribution Pipe Detail For A Lateral Network I PVC Distribution Pipe PVC Force Main P PVC Manifold Pipe I �- X S 1�X X 2 A/C _I Q * Last Hole Should Be Next To End Cap Y P 7J Ft. e� /Qx S S Ft. X -3- 1 — In c h e s Y 3- Inches Signed: Hole Diameter / Inch License Number: o'er ds 7 / Lateral Diameter � �/L Inch(es) Date: �`"9 � --- Manifold Diameter oL Inches Force Main Diameter oZ Inches Holes Per Pipe /�J invert Elevation Of Laterals A Ft. SCCT-101•4t -`PECiFICATI V T C WrAT;4 C FP R 00 APPROVE ;z j JUMCTIOK� BOY, A�JHOLE WWOOW AIR !FJ 7 ,.AK C R A 0 E 4 ,"1 K. coul I )Lj; T / U. -Z - IQ LE 7 , PR O V IDE -T AIRTIGHT SEAL 11 �I A ALARM APPROVED JOINTS WITH E L E Y2 F T APPROVED PIPEL 3' ONTO OFF SOLID SOIL ro►jcpr 'Tr BLOCx --------------------------------------------------------------------- - ------------------------ EXIT C ERMi7rED O►JLy IF TA.KJK MAUUFACTURLR HAS SUCH APPROVAL SEPTIC I S P E C. I F I C A T I OU S C, DOSE TA ki KS MAk, Li FACT U;(r- R: WUMBER OF DOSES: TA Q <. S! Z r : r GALLOQS 0051 VOLUME ALARM 1J U FA C TU FL r, IMCLUD)MG 15ACKFLOW; CPALLOti�S nooE KJUM15ER 214=1�- CAPAC17JES: A OR ' GALLOVS SW 7!IFE: — - - - — -------------- I 1jc HE S OR GALL Pump 'IN AU L) FA CT U R C R. X MODEL kJUMEERI. WL�iE$ OR 0 —INCHES OR rA,L0lJS 5 wl - rCH 7VPE:: PUMP AND ALARM ARE TO 6E, f•' • 1 QIMUM. DISCHARGE RATE GPM INSTALLED O�j .5EP,%,RATE CIRC�ji VERT ljFFEP,[UC[ I5[-rWCEjj PUMP OFF A.Q[) QISTCE,Mo►j PIPE.. FEET / /f + m? A; M LJM Q E T Wo cZ SUppL P RESSURE . . . . . . . . . . . 2.5 FEET + FEE O FO RCE rO\A I Q 'X IF FK I C T I O$J FACTO K. FEET 7 0TAL O!e►JAMIC. HEAD FEET IkJTERUA,- cimE.WSIOUS OF TAUK: LF-QCTH2 -_;WIDTH 7" —;LIQUID DEPTH LiCEUSE kjUmBcp D A T Z: �j En gineering Details - SHEF40 I Performance Data 40 30 EF40 Pump Characteristics Pump/Motor Unit Submersible 1 ' 20 Manual Models SHEF4011111 I SHEF40M2 Automatic Models SHEF40A1 1 SHEF40A2 1 Horsepower 4/10 Full Load Amps 12 1 6.5 Motor Type Shaded Pole (4 Pole) 0 R.P.M. 1550 10 20 30 40 50 60 10 Phase 10 GPM Voltage 115 1 230 Total Head (feet) 10 14 17 21 25 28 30 35 Hertz 60 Temperature 120° F Max. Fluid Temp. (m) 3.0 4.3 5.2 6.1 7.6 8.5 8.8 10.7 NEMA Design A GPM (US GPM) 70 60 50 40 30 20 10 0 Insulation Class A (liters /sec) 4.4 3.8 3.2 2.5 1.9 1.3 .63 0 Discharge Size 1 1/2" NPT Dimension Data Solids Handling 3/4" Weight 28 lbs. 3 -7 6-5/8" (168.27) 1. All dimensions in inches. (Metric for Power Cord 18/3, S1TW, 20' std. (98'42) 5"(127) international use). (30' optional) 38-7/8" 2. Component dimensions may Materials of Construction ( 9 8 . 4 vary ± 1/8 inch. Handle Stainless Steel 3. Not for construction purpose 3 -7/8" DISCHARGE 98.42 , -, 2" NPT unle ss certified. Lubricating Oil Dielectric Oil ( > / Motor Housing Cast Iron —� FLOAT SWITCH 4. Dimensions and weights are Pump Casing Cast Iron approximate. Shaft Steel Mechanical Seal Faces: Carbon /Ceramic 41 5. We reserve the ri to make Shaft Seal Seal Body: Anodized Steel — revisions to our product and their Spring Stainless Steel specifications without notice. Bellows: Buna -N Impeller En ineered Thermoplastic Upper Bearing Bronze Sleeve Bearing 11 .3/8' 10 (288.92) (259.76) Lower Bearing Single Row Ball Bearin Bottom Plate Polyester Coated Steel �— Fasteners Stainless Steel f 3 -5/8" 2" (50.6) (92.07) Legs Engineered Thermoplastic © 1998 Hydromatic "' Pumps, Ashland, Ohio. All Rights Reserved. I rj r H YD R O M AT I C – Your Authorized Local Distributor – —� 1840 Boney Road Ashland, Ohio 44805 Tel 419 - 289.3042 Fax: 419 - 281 - 4081 _ Web Si'e,: www.pentairpump.cnm Wls tYsi SALES OFFICES IN ALL MAJOR CITIES AND COUNTRIES f'�`` R Refer to "Pumps" in the yellow pages of your phone directory for your local Distributor – vo item #: W -02 -6680 1198 SM - Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code ' COUNTY Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dist a tong 036- 1060 -10 APPLICANT INFORMATION- PLEASE NT'AL4$IN %RMAT40N, R I E BY w DAT PROPERTY OWNER: -'- P OPERTY LOCATION Neal Krum .,:,G VT. LOT SW 1/4 SE 1 / 4, S25 T 31 .N,R 17 J�pr) W PROPERTY OWNERS MAILING ADDRESS i , L T # BLOCK # SUBD. NAME OR CSM # 1940 HY. #64 w �T CRpIY na csm CITY, STATE ZIP COD PHQKFN CITY VILLAGE [MOWN NEAREST ROAD New Richmond, WI. 54017 `., (7151 -F61; Stanton HY. #64 ]x] New Construction Use ] xJ Residential / Nurfib pf bbd 3 ( ] Addition to existing building I ] Replacement ( ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate .4 bed, gpd /ft .5 trench, gpd /ft Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate • 4 bed, gpd /ft •5 trench, gpd /ft Recommended infiltration surface elevation(s) 105.70' ft (as referred to site plan benchmark) Additional design /site considerations system el. based on contour line of el. 104.70' Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem ❑S ®U ClS ❑U ❑S ®U ❑S ®U ❑S ®U ❑S ®U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -9 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 1 2 9 -27 7.5ry4/4 none scl 2msbk mfr gw if .4 .5 Ground 3 27 -34 5yr4/4 c2d 7.5yr5/8 scl lcsbk mfr gw if .2 .3 1 e107t.3 ft 4 34 -74 2.5yr4/6 c2d 7.5yr5/6 scl 2csbk mfr na na .4 ?.5 Depth to limiting factor 27" Remarks: Boring # 1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 2 2 10 -28 7.5ry4/4 none scl 2msbk mfr gw if .4 .5 3 28 -44 5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr gw if .2 .3 Ground elev. 4 44 -60 10yr7 /3 limestone residuum Osg mfr na na np np 105. qt. Depth to limiting factor 28 1, Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. ew Richmond 54017 i2 22 98 Signature: Date: 6 -2 -99 CST Number: m02298 PROPERTY OWNER Neal Krumm SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # 036- 1060 -10 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft .. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench ................. .................. ................. 1 0 -8 10yr3 /3 none 1 2msbk mfr gw 2f 3 2 8 -30 7.5yr4/4 none scl 2msbk mfr gw if .4 .5 Ground 3 30-55 5yr4/4 c2d 7.5yr5/6 scl 2csbk mfr na na .4 .5 elev. 1 Depth to limiting factor Remarks: Boring # 1 0 -10 10yr3 /3 none sl 2msbk mfr gw 2f .5 .6 .::::..........::: 4'€ 2 10-26 7.5yr4/4 none scl 2msbk mfr gw if .4 .5 3 26 -30 7.5ry4/6 none sl 2msbk mfr na na .5 .6 Ground elev. 101 . 2 ft. — Depth to - -- limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # 13 Ground elev. j ft. Depth to limiting factor Remarks: SBD- 8330(R.05l92) 1 STEEL'S SOIL SERVICE Gary L. Steel Neal x rumm 1554 200th Ave. CSTM2298 SW 4SE4 S25- T31N -R17W New Richmond, WI 54017 MPRSW -3254 town of Stanton (715) 246 -6200 d lot #2 -csm NN 1 =40 BM.= top of 1 pvc pipe @ el. 100 Alt. BM.= top of 1" pvc pipe @ el. 103.60' "iv v P�� a • �►� Ott rU D r7 A + 1o10 fig y. e �5 i 0 3n' v -©o �l Gary L. Steel 6 -2 -99 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address Property Address (Verification required from Planning Department for new construction) City /Stat (P.uJ Z " - � ' N/ Parcel Identification Number LEGAL DESCRIPTION �A, Sec. as . T 3 N -R Property Location ' /s, � ' �'� W, Town of Subdivision , Lot # Certified Survey Map # G 5 1 . Volume / , Page # 3 S� Warranty Deed # O °� �9 , Volume Page # 3 G Spec house ❑ yes 0 no Lot lines identifiable 1�f yes ❑ no SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restrictedplumber 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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. 6 �l I 4 SldKATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property describe above, by virtue of a warranty deed recorded in Register of Deeds Office. /,:,71 7 SIGWATURE 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 OOC(Nr>ENT h0. STATF BAR OF TMCONS;Y -FOPU 2 ^ - C� (/'� ' WAs ANTY {SEED �f s? VOL 5 56 R ,-E24 f;i THIS SPACE N£cEpV - t0 FOR RfCCADING 4.1TA 31�., 'REGIST�- * OFFICE . BY THIS DEED _ _Hazel_ K ruz► n_ ,._� _ .c sz*�r, _ __ ST. CROIX CO., WIS, _ "Ree fo Record tN $27th day of Jun8 A.D, 19 71 � rIeal A. K rum m lnln, & Jean A. Kru Grantor conve a a4d warrants to _. - at 8 • 3 Q A r 3 husy a nd wife, _ . �.� ' —__ Ragtdar of t n _ Grantee_ mot., 1 ,, IIETURN TO for a valuable consideration __.On QS11� yaluaby�_ v __ conside ra�.ion _ 1 the following described real estate in Countv, State ofWisconsin: 1 The South 1/2 of the SW 1/4, EXCEPT the South Tax Key 170 feet of the West 390 feet, and 1.XCEPT that This is h omestead property . part located South of Highway "64 ", and all of the SW 1/4 of the SE 1/4, all in Section 25, Township 31, Range 17, subject, however, to existing highways, easements and richts of way of record. This deed is given in satisfaction of a land contract dated February 1, 1965, recorded March 16, 1965 in Volume 411, Page 404, Document #279426, St. Croix County Register of Deeds office. FEE E.XEWT f 1 I Exception to warranties: ix 'I 1G r! 'E 1: Executed at N Ric hm o nd, WI thi a___2At _ h day of Ma y , 1977 I, SIGNED AND SEALED I" PRESENCE OF (SEAL) iazel Krumm (SEAL) (SEAL) (SEAL) Signatures authenticated this __- _— day of 19—. Title: Member State Bar of Wisconsin or other Party Authorized under Sec. 706.06 viz. STATE OF WISCONSIN ROIX ST. C ss• F' County. - 2 4th da of May 197?, Personally came before me, this` 4 - -- I Ha zel Kru mm, a wido _ !; the above named., -- to me known to be the person ___ who executed :he foregoing instrument and acknowle ed the aam �f This instrument was drafted by Yvonne Kuhn !' S C roix " REINSTRA & VA_N DY_K_ , S.C. Notary Public County, Wis. f June 1, 1980 ! The use of witnesses is optional. My Commission (Expires) TM _ _ _ ..... -._ 4.444_ __...,. 7 ♦ N .. .. -� - -_ � _ f •'.'�.6� �t_ Names of persons signing in any capacity should be typed or printed below then signatures- D C x30- 0 v twrc_ IR WARRANTY DEED —STAY£ AAR OF •t8CO*4SCN, FORM NO 2 — 1971 MA ' ytrso ts`t t b ACA. tM au e.. two 500 Vdt 1flfi�� QM CLAW. D EED RECI s +GfcE 1 tI�Dr' r l+Ll~tJ , 4 q of mmu ST. C { CO. IFS pa-Oft Agri An - fted ibr Pocod WOW ft lawn Of due va�tea . WA � °� JU4 1 a 19' 3 A a 3� .1ack a�t� 8:30 ' i a � and i . �,,,•a. QQ. Path d dae o� 3�� i1 na 1 J ctr� ��2.-�n' wbaae poet off" amte" is { party of dse a part, ftmWaft mbffed W as "ply" wbaber ai, tslr�r ar plural), WrrN .SsUH. dear the Baia party d the fires port. in CM4&mfim of dw mm of FUhty DM -n 9-UA a " as ----------- --- ---- --- - -- - -- ---- - - - - -- -- -- 1 w it in hoed pedal by the acid party d *4 "OOW te,w.a! tnta , 82 , 2 00 l�dy�ed. does bem* Co'VM aed Quit per, dae reoeipc aal> is ham' Patera. due b descn%ed real eaten, sitwaed Claim assn ft sail! party of du aeeOM port, his (tsar) {dsek) loin, aiccraaoss acrd asaigaa. , a wit: in the Caanty Caa�sty of _�- �T-�' M14 Stags of _j�11,, g -Uaju--- —`-- The following parcels located in Section Twenty Five (25), Township Thirty One (31) North, Range Seventeen (17) West, St. Croix County, Wisconsin: all that part thereof lying The South Half of the Southwest Quar ` er (S} of SW}) Southerly of STt 64 as of currently West located, feet of the 8 th 00 feet f thereof; thereof, and EXCEPT ALSO The Southwest Quarter of the Southeast Quarter (SW} of SE }) EXCEPT that part located Eas of the highway; ALSO at the The Northwest Quarter of the Southeast Quarter (NW} of SE}) EXE T Com ie S })g th (yWj Southeast corner of said Northwest Quarter of Southeast Quarter North an East line of said Norhwest Quarter of Southeast Quarter (NW} of SE}), 620 472 feet, more or less, feet; thence South 46' West, 233 feet; thence Southweste=ser (NW} of SE}) to a point to South line of said Northwest Quarter of Southeast Qua 290 feet, more or less, West of point of beginning; thence East on said South line, 290 feet, more or less, to poing of beginning, and EXCEPT Commencing at the Southwest corner of above �*ception; thence West North South linet;ftsaid Northwest Quar of Southeast Quarter (NW} of SE }), 235 feet; thence line of above exception; thence Southwesterly on said Westerly line to point of beginning; ALSO The South -west Quarter of the Northeast Qulrizr (SW} of NE }). FEE EXE MA aw rssemT% to said pefty d dw first past an mineral and royulty ri�s, uftve�ts, a aani tides her e , I?xcl tberdkvn or be i rtsof record by The F-akW Lund Bw& of Saint pail prw to January 22, 1980,, if #M, ta�a� i++ eP4 ta Use or eaoem The tea ,mien, aceom brat assd age of wrilta a anil nr = tai rreoe rY b UN d such rsg!>9s• � UO& sad An eral egad o91m mitre als of whet agorae it or under the abn ec not be l mild t0. all A P% h is fly U"&"" that tine said patty of tite fags part Wm irrteaarat as w vsl, ga and adrer miz sa0 pro&xvd and saved dxrrram. 9r to its tale drum. at�Ce no aexra�Y U b rise �pcs.»+st d its Quyygislaip of taaiaerala, a as .e Y4l 10i6ma 367 riEusn3c FCB '�`• aun jig BY x� Rodne L. Ro� Chief Executive Off icer Farm Credit Services of Northwest Wiscons Acts uod= s pc d Awnq mm&A in FLCA as submitte iYl�S: or: I BY: SPATS OF Wisconsin COWM ai, S t . Croix M 1 q w admoAI -edged befm me on (mil Ju 1, 1993 by l Rodne ,L-.. Rommel _ , ( , 0 1,) Chi ef Executive Officer of � a Gad t Services of Northwest Wisconsin FLCA �gjjF AgriBank, FCB. p Donnd' �i•.•.tsef 4 �►" p�td�' Croix COX Wisconsin _ My caxrnisaian cw? ,�ril�_ B 95 SLATS OF s6. COUNTY C+F Vw fmSoing Lc,-emw a Naa acbwvW& d before nw on Wle bar Qwaesel 4f &,*-. a fi&,any chartered coqvrr ftm, on belsalf cf said corp-atka. y PaW Cwoay, My cow anon c(pres B TbiA kwhunwa Ms dmhcd by: Farm Credit Services of Northwe Wiscons FLCA R. A nderson, P 0 Box 192 River Falls W1 54022 n ,'•v1 T S S i T � � ti 3,00 FILED 9 � JAN 271 2 KpT}ILEI:N tt. �aLSt+i L "' Cro x G W CERTIFI EY MAP Located in part of the 4;Southwest Quarter of the arter and part of the Southeast Quarter of the Southwest Quarter all'' in Section 25, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin. UNPLATTED LANDS WEST LINE OF THE SOUIHW sr l/4 OF SECTION 25 SOUT}/WEST CORNER SEC. 25 - ,�1 - 17 19_0_ T_ H STREET CENTERLINE (FND RR SPIKE) __ � — _NO2'12'59 "W 2634.34' - - -- _ ` — - — _ % '12 59"W 305. S0 67 NO2 = 1808.33' - 2'12'59'E NO2'12'59 "W 72Q — RmS0U1H '1 — ' '59'W z I RaSOUTH NO2't f /�� j 1 3056 L 7' ! /�'� 10 "` 1 I w v, i.. .... W... a:N� �� Ll I I w � OD I ` O 11 IN I(7 ~ ti :i 00000 N A �R O J �t,3 iN ��\ I I _ \ I UNPLATTED LANDS ° o n �'-o 1 I oNrno u'• �Z p� Mv0 toc 1 1 m i n61 - — -i 90' I R -SOUTH I 1 — — — - ]• a 1i NO2'12'59 "W 614.98' I S02'1 2'59'E �`�a4srr� +ro• I I c 210.66' 1 70 �o��'. ° i. it to :0 wom ° -�'o r 2 ', ;► rn � ;► T oo� --o y� z�1Tzti. D .nX` ; a to r - ;U to 0) �� ko I I m (A (A 10 N to l_ l Z (3) [ I z m .. G) N IC � C D O I� i o no"o z Io v 0 0 Si z I r rt om ° rn IN IZ co .A W o N IZ. z N n u�i f P O ILA zo00�D n K' 0"2� A I- IW�n t O n ya)�H Jii. Ix cVwo Lm '�� DAN z� n u, w I 706.49 n1 o o I� i � • 502'12'59 "E N c m rn m� o n O L In n rn D > O= c lI� 11Ij t. u� O m mom �� I m Im I 10 im 1 11 I 11Z £AST LINE OF THE SW W rn o Z 0 o 3 1 � ' Itn ' 1 0 -4 1• I I� 1 4 Of IHE SW 1/4 N- X o N H 3 v Iv 1 IZ a, G) W W 0 0 n �o °,_ Ln �tt4r5� I> — .._.. .. .. — .. — >COO ?Dr vie° I I I I � — WEST II Fq o 0 z y 0 N o o CIO u, �j Ir*t 1 0 w 1 E SW 114 o LINE OF 7NE SE u+ N = N m �' ° 14 of THE m O n. f° I r to - 1= I ID c�D O 0 (n 00 Viz', O7o'cn g 111 o c) a3s D rt I N IC ? z m o 3 co 1 \� � Ir- m � m p nl j .0+• o _ j . v ,o ` � 4 -NO2'50'12 "W ID c 1 v omZ cD CJ !� n N c� � 25.00' Io N w f m n �, v ` o j z P rs o z _ p Boa `n :o N H 14 I(n m r f r' o 1 11 O o w In 0 D o D v z - �o y o z -z0 0 I 1N !II > m (A II • co to o z ad ° co .p o - -- Ilv �® �„: m,D W p o O - o *i= oIno �rn m i� `S� a� ,v < ,r I 1— iSrn{ co c m :� -' n � z n. 0 Q 0- a I� I In ( :o _ ao • • 3 a m N �r 0 0 0 c _. a I, � �-� . I I I� :Q : I a ° �, 3 �. = n o �r. x p o o I� c9 IJ I ,� I I . a ,� a 7 �I 1 100 n: D) a. a C d.U) d a d 7 O m D N n (nomO t 4P r ' n C III 65 : z. © r y 7 O 0 C :I II': Do , N � � o � 3 ° N � II 7a' � v o $ I� o n N07�'12'5�'W a 3 -4. - r O 502'12'S9'E 734.96' o O ca Z UNPLATTED LANDS a o 0 o z y 1 �I- 'S89'46'36'W - m o C rn � c 366.44' 3 U4 Z y Sheet 1 of 2 Vol.13 Page 3596 CERTIFIED SURVEY MAP Located in port of the Southwest Quarter of the Southwest Quarter and part of the Southeast Quarter of the Southwest Quarter all in Section 25, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin. I SURVI,YOR' S CERTT F f GATE I T, Ronald F. ,Tc)hnson, a Registered Wisconsin Land Survoyor., hereby certify that by I.:he direction of Neal and .Tenn Kr•umm, I have surveyed, divided and mapped a part of the Southwest Quarter of the Southwest: Quarl and part of the Sout heast: Quarter of t::he Southwest- Quarter all in Sect..i.on 25, Township 31 North, Range 1.7 West Town of Stanton, St. Croix County, Wisconsin described as follows: Commencing at:. the Southwest Corner of said Section 25; thence, on an assumed hearing along the west li.nc- of t:.he Southwest Quarter of said Section 25, Norl:h 02 degrees 1.2 minutes 59 seconds West a distance of 720.34 feet: to the point of beginning of the parcel to he described; thence, continuing along last said west line, North 02 degrees 12 minutes 59 secionds West a distance of 305.67 feel. to the southwest: ao.rner of a CF•rt:if.ied Survey Mafc rPCordpd in Volume 2 page 362 of said Maps in sai County; thence, along i;he south l i.ne of lust said Map, North 89 d egrees 25 minutes 01. seconds Task. a d.i st;ance of 390.16 fept; thPnce Sc,ut:.h 02 degrees 12 minutes 59 sor.onds Fast, a d.i shance of 2.10.66 feet:; t. .hence Ncjrt.h 87 degrees 27 mi.rrul es 00 senonds East a dist:anoe. of 1910.03 feet.; thence South 02 cdegrees 12 minutes 59 seconds East a di.stance of 734.98 feet, to the northerly right -of -way of State Highway Number 64; thence, along said ri.ght -cif -way, along the arc of a c- irrvP, concave to t:he south, a distance of 573.94 feet, said curve has a radius of 1.7,253.80 feet: and a chord t.hal.: bears South 88 degrees 06 minutes 58.5 seconds West a distance of. 573.92 feet; therrcP, (-ont. along the said right.-of-way of Stal - e li.ighway Number 64, Sotil -h 87 degrees 09 minutes 48 seconds West a distance of 1.47.95 feet; Thence., continuing along the right -of -way of St. Highway Number 64, North 02 ( -s 50 minutes 12 s econds West a distance of 25.00 feet; thence, continuing along said northerly right -of -way, South 87 degrees 09 minutes 48 seconds West: a distance of 1187.95 feet.; thence North 02 degrees 12 mi.nrites 59 seconds West a distance of 614.98 .f thence South 89 degrees 25 minut 01. seconds West: a di.st.anre of 390.16 feet to the poi of beginning. Containing 1 , 486,04c) square feel (34.11 acres). Suhjoot to right -of.- way for 190th Sl..r.•ept: (a 'Town Road) along the most west:.erly 1.i.1le of the above described properly, also subject. to all. easements, restrictions and covenants of record. I also cer1: i fy that this Certif..ied Survey Map is a corr.ert: represent:at.i.an to sc-a1P of t-he exterior boundaries sui and desc..r..ibed; that T have complied with the provisions of Chapter. 236.34 of the Wisconsin Statutes and t Subd i vi.si.on Ordinance of the County of St. Croix and the Town of Stanton in surveying and mapping the same Ro is 1 d F. ,Tc nson Reg. No. .1.1.86 i)a to A & E Land Surveying Telephone # (71 5) 246 -4319 P. O. Box 325 New Richmond, WT 54017 /110 i%0 i34ito��+.P RONALD F. JOHNSON S• -I tar AMr =r ., To W I S Vol. 13 Page 3596 Sheet 2 of 2