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Home My WebLink About008-1094-40-000 0 N 0 r m n r1 M I � O O Z ° 3 O p C ' �i C W �� y• m CD N N a S N CD` m W O N ° -E _ _ Oo Q� 0 O N fD A CD K N N a '6 O O ° ° 0 C) o c o o a� o N 3 a o ° 7 O O m ° = a m < D m .. �' d Cn W •• _ d C O I W z CD j CO f0 0 C7 r N Co CD CD ao � � N ° c I � .t a cn �_ o z 0 0 0 �• as a Ni o � * * * <z OIQ ° - M q W r CD y CD CL E N z 0 D D o F O � r o• CD a • I = hl �! I C D c w rn z CD co �_ O N J T 0 N A z 7 O C/) N W W Cp CD m z 3 A � m z CD A A D I n � T N C CL CD N O O C a I � ti I � N N j O 'I `J ti 0 b CD EA 0 O V p CD a 6 CD O CL r Wisconsin Department of-Industry, SOIL AND SITE EVALUATION REPORT P of 3 Labor and Human Relations — Division of Safety & Buitclings in accord with ILHR 83.05, Wis. Adm. Code COUNTY S'r_ Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but 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. O 0 a ' I 0 cj q ' Li 13 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION l R OJJ JL GeW. 8T S tN 1/4 S W 1/4,S 33 T Z8 ,N,R 1 b E (or WJt� PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK # I SOBD.NAMEORCSM# ti %AZl Q1 SO `m ST• l — N t7_a C•S.It'[- CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE MOWN NEAREST ROAD SpQ-1fUG UR't.Lj� ►vI S ( Is) baq- q6 - 1 L Ef*N Gh1l.� Zap `S1F S1'. PQ New Construction Use [ 54 Residential ! Number of bedrooms 3 [ ] Addition to existing building ] Replacement [ ] Public or commercial describe Code derived daily flow �A SO gpd Recommended design loading rate bed, gpd/ft • 3 trench, gpd/ft Absorption area required 3ZS bed, ft2 3-1� trench, ft Maximum design loading rate S bed, gpd/ft b trench, gpd/ft Recommended infiltration surface elevation(s) 9.P • O I ft (as referred to site plan benchmark) Additional design / site considerations rtv1-)Vo ►vl S 'y- 5 ' T - kAA C H • M OV . 1 ' o F S*A b R L L . Parent material —L-O"-2 cue% - rt \-L Flood plain elevation, if applicable lV A - ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN ILL I HOLDING TANK U =Unsuitable fors stem ❑ S ER IRS ❑ U El S IRU ❑ S ®U ❑ S .®U ❑ S ICU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bouhcary Roots GPD /ft in. Munsell Qu. Sz. Corrt Color Gr. Sz. Sh. Bed rriench - L SbVT, Yul a.S - -S •� 1 tr i� F R -Zy �Z �/ 1 — s, I Z s �k Ground 3 ZV -31 Z•S7R Sly ; SJ8 c1 ��tS}�� yn`�'�• CS Z •3 elev. _ O ft. 4 31 -6y 7- S Y IZ y l TS O>h >n u fl,- `S Depth to limiting facto �[14 Remarks: Boring # , p _9 Zo`-tR 3 � Z S1 > Z �S� �� R•S — , S . 6 L73 Z 9 -zg 1r, y 2 y /y ISO Z `�s bn'F 3 Z$ 1l)`t - S 1 �sbk Yn viti- C9 � •5 Ground elev. y �$ -6$ �.SYIZYl6 � ).S `1R SJS `�� o`er Depth to h"'► 31u� 1 -S 2 Sty 5� t3 S limiting KE CEIV E0 l factor ST Remarks:' OX CST Name — Please Print Arthur L. We erer Phone' 715 -42 - 5 f egerer Soil esting & Design Service - P.O. Box 74 River Falls, Sgnature: - Date: CS um : -T7 M00576 PROPERTYOWNER O'�'S7 iV G �R SOIL DESCRIPTION REPORT Page — of 3 PARCEL I.D.# °t -k4 O Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BoLxxlary Roots GPD /ft In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trerx 3 1 � -8 1 D `a2 3 � 3 � s l Z S�1Z Wt. `�''�^ a.. S -- • S . 6 tp�R- ylY st1 Zs"ttk m'�h C- S Ground 3 z4 -31 t vY tZ S 16 S 1 e 5�� rn Q eS • S ,, �5 t ft. y 31 -� Z ) O `T 2� /G �1$ Y R -SIB S k O�^'1 h� `� t c S Depth to SYR YA In U'F►- - •`! •S limiting factor Remarks: Boring # o a �f Z 9 --L(," 1 O `I R- y/Y — st I Z�'s�k � �- cs • S - � Ground 3 Zb -32 ►u`t IZ �1 � —' g1 � � • �+�► SVh ti►.t. �►.- � - . Z � , 3 i elev. t_ AIL - S ) e , 9').S ft. S 3� - bb � - S`�R 4//6 TS o� v»�'P�- - •�l � . S . Depth to i limiting I factor ` 3Z " ` Remarks: Boring # ' e I Ground elev. ft. Depth to limiting i factor E i I Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) PLOT PLAN Page 3 of 3 y _- SCALE 1 "= yp ' J 3c h ? i'o DoT cb+� PhtT' o�Z J D l3�VR13 'r*lS Pr IL�q •100.b o� s p�kir 3'tt'Sove „ 2 N 1 r1 1 1 011 5 at 6' 8, y u * p F `1�Rgkfc b! O a•Z m N C'L 49 ° Lf 1 D X . V V1 ► .lv�1SF Ni E - rtr L.e-ST ZS F:: l O SO" 015 ) 42 -0 14 00576 r CST Signature Date Signed Telephone No. CST # : Wisconsin Department of-Industry, SOIL AND SITE EVALUATION REPORT P % of 3 Labor and Human Relations Division of Safety & Buildups in accord with ILHR 83.05, Ws. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BhA), direction and % of slope, scale or PARCEL I.D. 4 dimensioned, north arrow, and location and distance to nearest road. DO - 1 t) ojq - LL.O APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION 1"4 TtA M @ 6ew: S w 1/4 S W 1/4,S 33 T ',b ,NR 16 PROPERTY OWNER' :S MAILING ADDRESS LOTS I BLOCK 4 S BD. NAME OR CSM 4 tv g 3 Z 1 U SO `r!F ST• 1 ��cis�D C.S.N?- CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE WfOWN NEAREST ROAD Spst4jvG Uhuet tvl Sy (its) 68q- q6 - 1 L E�FM, (S t.LO I Zap `lam sT, pq New Construction Use [,4 Residential /Number of bedrooms Addikn to existing twining j ] Replacement [) Public or commercial describe Code derived dairy flow Ll SO gpd Recommended design loading rate bed, g ' 3 trertdt, gPd1ft Absorption area required 3-1.S bed, ft 3- LS trench, ft Mabmum design loading rate • S bed, gpd$ • b Vwch, gPdjft Recommended infiltration surface elevation(s) `L8 • C It (as referred to site plan benchmark) Additional design / site considerations S ')c l S ' Z -'' N - tv11 , I' OF: S jF A jD R L L Parent material L- 0 "s cueR Rood plain elevation, if applicable ti •• A - It S = Suitable for system COWE10ONAL I MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for s stem El IRU ®S ❑ U ❑ S [ U ❑ S ®U ❑ S Q U ❑ S [$U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BwxJary Roots GPD /ft in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed ITrench 1 -� 10_UL- 3 13 a. INU r.; Ground 3 zy -31 7 S 7R 3 � R s 18 c cS elev. _ ° l1.S ft. y 31_ 7 -S Y lZ y t _ Oi•, 'M v Depth to limiting factor zy 4 Remarks: Boring # 3 3 z$ 1ll`i 3 1L — S Ynui�- CS � • 5 Ground elev fL 7- SY�Yl6 �1 .SyR SJS u� Qiu- 'o, — • 3 -`I Depth 10 t"l stuff - 1•S R limitin 8 Remarks: ' CST Name: PleasePrmt Arthur L. We ever Pf'or'e' 715 425 - 0165 egerer Soil esting & Design Service -P.O. Box 74 River Fa11s,WI 54022 *nature: Date: CST Number: rL °t7 -t$ 2_I E - IZ -9-7 M00576 PROPERTY OWNER O'M KJ G q�t SOIL DESCRIPTION REPORT Page ? of 3 PARCEL I.D. 000— ��QY - Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends 3 0 —8 1 lJ `-i2 3/ 3 s Z 3�7 VvL h 2 B - ._ t0'�R yly � S11 Z`�Shk m'fh CS � • S ° 6 Ground 3 Z� 31 Iwf fz.- 316 S 1 L° sb�2 �t 1� �r CS • �( • S. �s b ft. y 31 - q2. ) r3 `t fZ � /f. �1 S 12 S lg S O�^'1 yv\ c S Depth to S qt-S.3 7. SYR VA — `FS owl in U T1 - • `l i •S limiting facto Remarks: Boring #L o _ o� 10'-t R. 3 1 I m'Ft^ CL S • g 1p `-t R y/y s I Z�'s m'F't- c • 5 I . 3 Zb 32 10 `i 1�- 3 S1 c.l 1' w► sbk m Fh - . Z. , Z Ground Z 3 elev. L 3 i 3r 1 v1-f ti, L -,,s`i s /e� ste.� 1 m "�I° cs — i2 ft. S 3) - 1.S`tR VA. `�S ot� �m�•�• .�f • g Depth to limiting 'factor 3 Z.h r Remarks: Boring # I 13 Ground elev. , ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) PLOT PLAN Page 3 of 3 o - SCALE 1 "= 7 3� eor- �,Pht.T ot2. �„ � D 1.gZv tS sP� 3'tf�8ove vRasuD W 7.9 I L - LofS_ tAf• `►1 g 416 ov= 1 t!:L q � s.z m N tL49° W � � D o T Uwe x V N ' = �}aysEw _Na E _rer l_kST - zs' aaL 9- ) -181 - I O n i n 1r 715 47-5 —n16s 14 00576 t CST Signature Date Signed • Telephone No. CST # Wisconsin Departrnent of Industry SOIL AND SITE EVALUATION REPORT Page of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY . S'• CZ•(jl7C Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but fi 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. OO a ') c jy ' LO APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION' R_G) e eew - S DV 1/4 S W 1/4,S 3 3 T 1-8 ,N,R 1 b E (or@ PROPERTY OWNER' :S MAILING ADDRESS LOT # I BLOCK # I S BD. NAME OR CSM # >v 3 2.1 �1 SO `Rt ST• \ — = CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE (j5rOWN NEAREST ROAD S)>Q..)tUG Uhtll k)l SLj 761 (ILS) 68q- g61L Ef1� (5h-L Lt I Z1 `E•1(' ST, N New Construction Use [ sa Residential / Number of bedrooms 3 [ J Addition to existing building [ J Replacement [ J Public or commercial describe Code derived dairy flow `I SO gpd Recommended design loading rate bed, gpd/ft . 3 trench, gpdfft Absorption area required 3ZS bed, ft 1-15 trench, ft Ma)dmum design loadi b ng rate • S bed, gpd/ft trench. gpd/ft Recommended infiltration surface elevation(s) 9.9.O r - ft (as referred to site plan benchmark Additional design / site considerations Y1ul1hlp w/ S `1c 5 TRkwe . YL-1) ry , i' o F SAA. Fi LL-. Parent material L-O" S cum Rood plain elevation, if applicable )V A - It S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT-GRADE SYSTEM MI FILL HOLDING TANK U = Unsuitable for stem ❑ S Eau ® S ❑ U ❑ S (RU ❑ S (OU EIS @ U ❑ S 01) SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Barhrlay Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed rerhdh Z --s bk S - • 5 . l Ground 3 zy -31 SYIZ 31y i slg c1 �yhS�� y��'ti. CS z 3 elev. O fA - ft. y 31 - 6y S `YIZ y I t — TS O>h yn v FH •�l - Depth to limiting IaCtor z y 4 Remarks: Boring # 0_9 Z4� 2 9 - 10 y 2 v /y 1 sit 2. `f -sbk �'�1- — • s • 6 n .. . 3 Z$3$ 10`tIL 31L lr-sbk Ground l elev. u $ -6 S Y Yl � � O 8 R- 6 S 8 3 R9. o ft. S y s E (aE - -`I Depth to "D " siu;z - I•S 2 3 L a j q.A S �w►� i co •� V�J limiting ST CRCNX fac tor 001 V I ING gem Remarks:' CS T Name.--Please Print Arthur L. We erer P 715- 425 -0165 egerer Soil Testing & Design Service -P.O. Box 74 River Falls,WI 54022 Signature: Date: CST Number. PROPERTY OWNER 0"17nfUG a SOIL DESCRIPTION REPORT Page •? c y 3 PARCEL I.D.# 0o6 - L)la\1 1 3 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends 3 4 -8 10 ` 2i 3 / 3 s j Z (� S�1Z Vvt i� - a. S Z 8 �-� .• to yly S1\ Z`rS�Yr mph CS S 6 Ground 3 Z�1 31 i cwt R 3 16 s 1 1 e 75\07- 'WI v�V cs • S -D� ° ft. y 31 -u2. J 0 `t R A li S /g S pv►l wt i C S Depth to S uZ Sa 7. SYR VA — `FS Ow► fry U ��- • `� .S limiting facto `% f Remarks: Boring# C)-9 1p — 5l� 2`FSb�Z m`�►- a- — •g �� ►Q�`11Z y/y — St l Z�'s�k tn'Ft- �S • 5 3 Zb c.S Ground t Z 3 3 elev. 3 3' t Oy tz, 3� L -,. S `t R - SAS - 97•S ft. S 3� - 1.S`ifz y/6 'S Depth to Iimltlng I factor 3 ZA , Remarks: Boring # 3 E Ground elev. ft. Depth to limiting factor Remarks: Boring # Ft r Ground elev. ft. Depth to limiting factor Remarks: SBD•8330(R.05/92) PLOT PLAN Page 3 of -3 SCALE 1 "= yQ ' E- s 3 . ao 301 ? �o NAT coPhc -T otiz 4 Lg1vRt3 �lS ry -�t.�q � �- - oti s pth�, 3'MtiBOVE „ 2 j r I r g.� c0+vh1UR ��. ctZ.p o sz ro N ej Qq x d Q 1i g�- 182 - (77 5 ) 495 -01 S M 00 576 CST Signature Date Signed - Telephone No. CST # ST. CROIX COUNTY ZONING DEPART AS BUILT SANITARY REPOlt - I' �`�,• Owner Tr yz1__ �/�' d - A dre SS City /State Legal Description. Lot Block Subdivision/CSM 11 '/. S w 'A S k/ , Sec. 3 3, T N >R i t _..s W, Town of C• / PIN # SEPTIC TANK -- DOSE CRAMBER -- HOL�TNG °T INFORMATION Tank manufacturer m,' �wc�STe" Size ST/PC i�� / f � �ctback from: House 3 f( Well Id U P/L Pump manufacturer Model Alarm location l t�L e e v �(, r -- �. (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location -- Alarm location SOIL ABSORPTION SYSTEM: Type of system: fnpu ti d Width Length l u v Number of Trenches Setback from: House _ I s" Well 2 32 P/L 2 U ' Vent to fresh air intake ELEVATIONS Description of benchmark Ne- tee e O Elevation 1 Description of alternate benchmark Elevation !_ 3 Building Sewer ��'� 3 ST/HT Inlet q 7 ST Outlet 9� , PC Inlet If', 5 PC Bottom `,) Header/Manifold Top of ST/PC Manhole Cover / X ,_ Distribution Lines Bottom of System ( } �� b Final Grade ( )--16 ( ) ( ) Date of installation _ / / Permit number State plan number Plumber's signature %J . License number { '�I J._, �, »,` Date / 1 Inspector Connplew 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. w 3B° ks� � aGG 0 V s ,. 7 � N� ! 7r •a �I Lvt � INDICATE NORTH ARR 3 (� t, b s._ Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM CoulgT . CROI X INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitargr21rrpiigI�o Personal information you provice may be used for secondary purposes [Privacy 4 e, s.15.04 (1)(m)]. Permit Holder's Name: �tity �] [] Town of: State Plan ID No.: RUEGER, TIM )( CST BM Elev.: Insp. BM Elev.: BM Description: Parcel(50 8 40 TANK INFORMATION E 'EVATION DATA A9800614 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ] Benchmark ' I j n Dosing Aeration Bldg. Sewer S' 0, 9 Holding St/Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P / L WELL BLDG. Air I to ntake ROAD Dt Inlet ir Septic y / 0 ' 2-S " NA Dt Bottom 7 Dosing > /6' / 6 0 / 3 g • 2_15_' NA Header / Man. S • (�' ' Aeration NA Dist. Pipe , Holding Bot. System G, / �' �• g� ' PUMP / SIPHON INFORMATION Final Grade /dv , u o Manufacturer Demand ' J /Oo , 'J Model Number 9W tid GPM TDH Lift , Friction qo System 5 TDH rl. -; Ft Loss H ead Forcemain Length Dia. Dist. To well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of�nches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS /�- DIMENSION SETBACK SYSTEM TO P/ L BLDG WELL LAKE/ STREAM LEACHING Manufacturer: INFORMATION Type Of CHAMBER Model Number: System: OR UNIT DISTRIBUTION SYSTEM _Header/ Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia_ Length _� • Dia. QO Spacin,&� c/ # -Sj 41 P � S ' SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /-Bedded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil 6 ± [B`fe's ❑ No ayes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: EAU GALLE 33.28.16.499,SW,SW 17 230TH STREET — LOT 1 i Plan revision required? ❑ Yes ❑ No (� Use other side for additional information. l e, SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. .r ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: n �'S V isconsin Safety and Buildings Division SANITARY PERMIT APPLICATION 201 B Washington Avenue In accord with ILHR 83.05, Wis. Adm. Code DeparNnent of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 112 x 11 inches in size. ( ;i -C✓oyx • See reverse side for instructions for completing this application State Sanitary Permit Number I Z Personal information you provide may be used for secondary purposes ❑ Check if revisio to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INFORMATION I j Property Owner Name Propert Location I ' M K S/4,,1/4 s 1/4, S 3 3 T �� , N, R/ G �(or) W Property Owner's Mailing Acldtibss Lot Numbe Block Number V 4, -c- /J,e . City, State Zip Code Phone Number _ Subdivision Name or M um LA1 /��r r ✓ "5 - 1 (L l2 ) ) 3/ -b��'� s" 5; S 3 !dry /' 33 �f v I Z- II. TYPE OF ILDING: (check one) ❑ State Owned 0 It� _ Nearest Road Public or 2 Family Dwelling - No. of bedrooms L ❑ Town OF //t 2 3 e ` ` S ir III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo U? /0g�l_ 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. R New 2 ❑ Replacement 3 ❑ Replacement of 4_ ❑ Reconnection of 5_ ❑ Repair of an ______System -------- ------------- Only ______ Existing System -- - - -_ -- ExistingSyrstem 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 21 [g Mound 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 Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) C� /� Elevation S G' L) S v v f,� / 6 Feet / 0 C Feet Capacity VII TANK in Ca allons Total # Of Prefab. Site Fiber- Exper. INFORMATION New Existing Gallons Tanks Manufacturers Name Concrete strutted Steel glass Plastic App T nks Tanks 1 1. tic ank V �2vv j'yj� �w e ❑ ❑ ❑ El 1:1 lift Pump Tan amber !,� u (� i ❑ ❑ ❑ ❑ ❑ V — Tff . — RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility f r installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plum is Signature: amps) /MPRSW No.: Business Phone Num er: Plumber's Address (Street, Cit ate, Zip Code): S - o 4 w: / /i, w 1 >, cL/ c , Ile t_� 5 ".yc2 IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includesGroundwa ate Issued Issuing Agent t e (No Stamps) Surcharge Fee) .,llpproved ❑ Owner Given Initial Z � � C l Q Adverse Determ ination /' U X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11 /97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, plumber f r SAFETY AND BUILDINGS DIVISION 2226 Rose Street La *Isconsin Crosse, WI 54603 Department of Commerce Tommy G. Thompson, Governor 02- Mar -98 William J. McCoshen, Secretary Wegerer Soil Testing & Desig RANDY ROBIDA 421 N Main St PO Box 74 River Falls WI 54022 RANDY ROBIDA Plan ID 9820271 SW, SW, 33,28,16W Municipality of EAU GALLE Inspector: Leroy G. Jansky County of St Croix (715) 726 -2544 Private Sewage plans including the following element(s): MOUND 600 GPD 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(2)(e), Wisconsin Statutes, is responsible for compliance with all code requirements. This plan action is subject to the conditions listed on the following page(s). 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. All permits required by the state or local municipality shall be obtained prior to commencement of construction /installation /operation. This project is under the supervision of a state inspector. As inspection concerns arise feel free to contact the state inspector at the number listed. The inspector for this project is listed above. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Plan ID number listed at the top of this page when making an inquiry or submitting additional information. Sincerely, a ed POWTS Plan Reviewer; (608) 785 -9348 Cr J o Opp ICS SAFETY AND BUILDINGS DIVISION 2226 Rose Street visconsin N LaCrosse, Wisconsin 54603 • Tommy G. Thompson, Govemor Department of Commerce William J. McCoshen, Secretary Page 2 98 20271 - A Sanitary Permit must be obtained from the County where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Ws. Stats, prior to installation. - Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(d), Wis. Stats. SBD-5524 -E (R. 2/98) File Ref: KMANDF.RD PARAGRAPHS APPROVAL LETTER.DOC Page of 6 11 i MOUND SYSTEM .98 -20271 FOR A �-j BEDROOM RESIDENCE LOCATED IN THE 5 W 1 /4 OF THE S W 1 /4 OF SECTION S3 , T l-b N, R J � W, TOWN OF Nz- p ST'• COUNTY, WISCONSIN. RE CEIVED INDEX FEB 2 4 1998 PAGE 1 'of 6 TITLE SHEET SAht l Y & BLDGS. DIV. PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER ' PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR C�.A t��Y R►� t-� t��.Y Ro81 b PREPAR7� BY WEGEE�EFR SO I L TEST I NG AMID . ,, DES = G!V Sv=E=Zw I CE coovs F. O . VV.T•S. y 3, •••�~~�•• i y Conditionally P.O. BOI 74 421 K. MIK ST. i �' v ED RIVE. FNIS. MI 54022 ARTHUR . L • AP O 715 - 4 - 25-0165 `-OI65 0-9150- L LSWOR R = ELSwORTN, DEPARTMENT OF GOMME `D` ti Wis. Visto AF AN NDENCE , ��0►�� f; I G N SEE CORRE son JOB NO. - 3 � r L y 1 r 1,ri1v Page Z of b . Scale 1 "=SO ' r � J . W 45 10OF 4yPl�C LIL J �O NOT COVI V ktr o�L Ll 8DRVl � \,1VRp �FIS PrR.�•q Q N 2 N 0 B r1 � \21 Ni p JG N t �qi tn On m N l'L R9 -° 0 0 Bc NT LA=W r so' 1= to l r ,p AFT LI�tS T ZS NOTES -l. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( 2 required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. - Septic tank to be \Z o O gallon capacity manufactured by Aar - �r �`? 1�Jrc � �3C "kN.JetTEV ' \boo 5. Bench Mark ELEV. LOo•O' u,) SPI )' "ouE Cz ur 1� ZV D1R_ Tl 6. Divert surface water around system to prevent.ponding at the uphill side. Page - Of 6 Approved Synthetic Covering 19 Distribution Pipe 3TM C 33 Medium Sand _ H � Topsoil F Elev 3 E' b (, % Slope . ( Force Main Plowed Trench of k"-2k" From Pump Loyer Aggregate Undisturbed D 1 • Ft. Soil E 1 - 3 Ft. Cross Section Of A Mound System Using F 0 Ft. I Trench For The Absorption Area G 1•D Ft. A S Ft. H t• S Ft. B 100 Ft. I 1 S Ft. Linear Loading Rate= 6.O GPD /LN FT j S Ft. Design Loading Rate= 0.3 GPD /SQ FT K Xo.s Ft. L \Z\ Ft. W ZB Ft. L Force A QNYnEv-S ITT W �. OPPr,�stTi� Distribution Trench Of 2 - 2 2 E1�A Pipe Aggregate Observation Permanent Markers Pipes (Anchor securely) Mound Using I Trench For Absorption Area Page Of -6 Perforated Pipe Detoll 0 End View Perforated End Co p)) PVC Pipe 1_ Install permanent marker at end of each lateral Holes Located On Bottom. Are Equally Spaced Q End Cap P fi r. * ti PVC Force Main Oistrioution Pipe Lost Hole Should Be Next To End Cop Distr Pip La P 4� Ft. X S Z� Inches Y S Inches Hole Diamete Inch Lateral 1 Inches) Manifold — Inches Force Main " Z Inches # of holes /pipe V?- Invert Elevation of Laterals 9B.5 Ft. ►y•uy x z_ Z8_o8 k Place lst hole ZS from tee with succeeding holes at S 0 1 ' intervals. Last hole to be next to the end cap. ' PUMP CHAMBER CROSS SECTION ARID SPECIFICATICIMS ' PAGE S OF �o VENT CAP 'i 'C.I. VENT PIPC WEATHER PROOF APPROVED LOCKING MANHOLE JUMCTION BOX COVER WITH WARNING LABEL 10' FROM DOOR, IYMILI. WIMDOW OR FRESH AIR INTAKE I GRADE i `0MIM. COUDUIT -- — ___ - -__ � h 1 PROVIDE ( - - - -- IAILET AIRTIGHT SEAL I III V I II APPROVED JOINT/ A Tank constructio shall comply I IiI APPROVED JOIIJTS with ILHR 83.15 and ILHR 83.20 i i ALARM e II , I I I ON C LLEV. f T. PUMP --� - -� •. OFF D CORICRETE &LOCK 3" APPRovf RI5ER EXIT PERMITTED OWLy IF TANK MANUFACTURC.R HAS SUCH APPROVAL gEDplµ� SPECIFICATIOMS DOSE TASJK MA NUFACTURE R. r'llDkl�YL P�� ' T' IJUMBER OF DOSES: 3 � `1 PER DA4 TAMK 51ZE: � 0 GALLOAIS DOSE VOLUME t ALARM MAMUFACTUKgR: S S' S�Sr�J S INCLUD1NEa DACKILOW: z Z " GALLONS MODEL NUMBER: ` ` � CAPACITIES: A= 1k, WCHE509 U j 6 C*ALLON3 SWITCH TZIPC: ZCI��Zy B = Z IIJCHES OR S 4LLOU5 PUMP MANUFACTURCR' G OU LQ S Ca 8 I Z ►RICHES OR z Z, CALLOUS MODEL NUMBER: 4 D s I INCHES OR ` GALLOWS SWITCH TYPE: ��Z�Cu( - MOTE: PUMP AWD ALARM ARE TO bEbl MINIMUM DISCHARGE RATE Z $'�$ GPM IN5TALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE OETWEEN PUMP OFF AUD_DISTRIBUTIOU PIPE.. 1 .50 FEET + MINIMUM NETWORK SUPPLY PRESSURE .. , , . .... 2.50 FEET F FEET OF FORCE MAIN X L . � I F o fr.FRICT1oRt FACTOR. 2' 0 FEET ..= TOTAL DyIJAMIC. HEAD = �S R� FEET DIAMETER — IMTERNAL DIMLWSWLI� OF TAIJK: LENGTH ;WIDTH — ;LIQUID DEPTH. 3 ? Z � BOTTOM AREA — 231= GAL /INCH = Z(, AS PER MANUFACTURER .CI' GAL /INCH Goulds nN6t or- Submersible Effluent Pump 3871 EPO4 i EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. Available for automatic and tic cover with integral handle Motor: and float switch attachment •Farms • EPO4 Single phase: 0.4 HP, manual operation. Automatic points. • Heavy duty sump models include Mechanical • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design 3 /a" maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. ". Canadian Standards Association • Total heads: up to 24 feet. with three prong grounding • Discharge size: 1 NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in " F" or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running dry without damage to s 30 * components. 2 8 - - -- -- — — -- - -- - -- Pump: EP05 - -- - - • Solids handling capability: o 25 1 W maximum. W - - -- -- - - -- - i • Capacities: up to 60 GPM. _ • Total heads: up to 31 feet. 6 20 ! • Discharge size: l'rz' NPT. Z s - -- -_- -- ; - • Mechanical seal: carbon- c 15 rotary/ceramic - stationary, 4 BUNA -N elastomers. o ! — • Temperature: 3 10 izg.o 104 °F (40 °C) continuous 140 °F (60°C) intermittent. 2 5 1 i 0 0 00 10 20 30 I 40 50 GPM L L 0 2 4 6 8 10 12 m CAPACITY A 1995 Goulds Pumps, Inc. Effective May, 1995 B3871 WtsconsinDepwtmentofJndustry, SOIL AND SITE EVALUATION REPORT Page X of 3 Labor and Human Relations Divisio of safety & Buik ings in accord with ILHR 83.05, W Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but Ste• C 1 x 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. O 0 $ ' I 0 ° �q ' q APPLICANT INFO ION- PLEASE PRINT ALL ON REVIEWED BY DATE PROPERTYOWNE : RWT_ f 1t�K`/ T'`0 }� PROPERTYLOCATION �T%R -OM SWE S t V 1/4 SIV 1/4,S 33 T ZS ,NR 1 to E (or )(@ PROPERTY OWNER' MAILING ADDRESS LOT # I BLOCK # S BD. NAME OR CSM # >v 3 Z t VJ1 SO `nt S T• c.s.wt- CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN NEAREST ROAD S�Q -JtvG UMW t ►vl Sy-)6-) (-, 68q- X16 IS�ifN GAr LIi Z30 `1* Tr M New Construdon Use [5d Residential / Number of bedrooms 3 [ ] Addition to existing building (] Replacement [ ] Public or commercial describe Code derived dai f flow q SO gpd Recommended design loading rate — bed, gpd/ft ' 3 trench, gPd/ft Absorption area required 3- XS bed, ft2 3'1$ trench, 11: Maximum design baring rate ' S bed, gpd/ft • b trench, gPdjft Recommended infiltration surface elevation(s) ` • It (as referred to site plan benchmark) Additional design / site considerations nv v►�Jb w/ S ' l S ' TRk�'-Off . WI 1 1v . I ' o F S*A/b R L L. Parent material L-O% s cueR Flood plain elevation, if applicable Iy.. A - It S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE 7AT-G SYSTEM IN FILL 1101.11M TANK U= Unsuitable fors stem El M U WS ❑ U ❑ S [RU M U ❑ S 91 ❑ S M U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence , Roots GPD /ft in. Munsell Qu. Sz Cott Color Gr. Sz. Sh. Bed ITmnch o -� — 13 S 1 � Z S b k V`'1 `�V- a, S - S 2 S -z )o -ltz V 1 — s I bk Ground 3 zy -31 S7R 31y � SJ8 c1 l�►S1,� X►'�►- cs _ Z 3 elev. _ 0 0-S ft. 4 31 -6y 7_SY Y ynU�4- •� -S Depth to limiting factor z y 4 Remarks: Boring # 1 0 -9 tio�tt� 3 Z — S1 Z �sb /y Z`Fs �n'�4- c g •S•6 1✓abk 'MU'Fh CS •�l •S Ground elev n y �$ -6$ �,$ YIz Yl6 �;.SyIZ S)6 l`iJ �" t Stuff - 1 -s R 3 �y S l t3 S 1r1� t Depth to limiting k factor aH l._ v iY Remarks:' T Name: - Please Print �. Arthur L. We ever 71 165 - eg%rer Soil Testing & Design Service -P.O. Box 74 River Fa11s,WI 54022 SK nabse: Date: CST umber: M005 -.76 Wisconsin Department ofIndustry SOIL AND SITE EVALUATION PORT Page of 3 Labor and Human Relators — Division of Safety & Buildrgs . in accord with ILHR 83.05w:vvis. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. I?)an Aclude, but not limited to vertical and horizontal reference point (Bh% direction and *o of sloe or P EL I.D. #f dimensioned, north arrow, and location and distance to nearest road. ! , . �� 0 a - 0 y - t { O. APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION 7 �a 71 BY DATE PROPERTYOWNER: ",' LOCATION � - G kER \ S W 174 S /4,S 33 T Z8 ,NR 16 E (or w PROPERTY OWNER'S MAILING ADDRESS BLOCK S B . NAME OR CSM If I % 3 Z 1 1 A SO `RF %-r. � t - si t i- CITY, STATE I ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN INEARESTROAD S'VM4fv6 UhtLj�-t 1vI Sg761 ( 68q- q6Z` E1N GkA - L.t? Zap `m ST• PQ New Construction Use [)4 Residential / Number of bedrooms 3 [ ] Additikn to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 4 SO gpd Recommended design loading rate — bed, gpo1ft . - N trefO, gpolft Absorption area required 3 AS bed, ft2 3 trench, 11 Maximum design loading rate • S bed, gpolft • b trench, gpcW Recommended infiltration surface elevation(s) `18.0 r ft (as referred to site plan benchmark) Additional design/ site considerations W /S I KlS� Tya-'tivctf . M) ) of S*ifAjb F4 L.L-. Parent material t. o s cueR - Tit-k- Flood plain elevation, 'rf applicable K3--A - ft S = Suitable for system vENTIONAI I MOUND W- GROUND PRESSURE AT -GRADE SYSTEM IN RLL FOLDING TANK U= Unsuitable for stem El [RU M S ❑ U ❑ S [2U El M U ❑ S E U ❑ S [$ U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Roots GPD /ft _ in. Munsell Qu. Sz Copt Color Gr. Sz. Sh. Bed rftrdi wl 4 cc. S - S oa 2 S -z(/ W o - %L V I — s r I Z `Fs b>t y „ `�� a, s • S .1. Ground 3 z4 -3) Z• S 7R 31ST 7 ` I'Z S 18 c 1 1 �►S�� 1- CC S 2 •3 elev. _ 0 0 - S fL 4 3I - 7 - SY IZ y(l - s OM V"U �4- •`l , 5 Depth to li miting bclor Z 4 Ofd: Remarks: CROix Boring # Z,'FSb ,,,I �5 ��. , S • 6 Z 2 9 1ey2v /y SO Z`-sbh bn 3 Z$3 lt)`t 31 L - S\ tin CS •� •5 Ground dev. ft �$ -6$ �.S Yp-Y /6 1 -slm- Sj8 s O� U,uit- Depth to ' >M sl uff - 1.r sz Sly s1 S �� i limiting faft Remarks: T Name: — Please Print Arthur L. We ever 715 - 425 - 0165 e erer Soil Testing & s g g gn ervice -P.O. Box 74 River Falls WL 54022 Sgnature: Date. CST Number: r °t�- t $ Z_) - - M00576 I • PROPERTYOWNER O't'n ►y G l;-�R SOIL DESCRIPTION REPORT Page of 3 PARCELI.D.# Ockb Depth Dominant, Color Mottles Structure GPD /ft Boring ,# Horizon � Texture Consistence BotxtcJary Roots In. Munseii Qu. Sz. Cont: Color Gr. Sz. Sh. Bed 3�3 S1 Z TSW Vv,iF - a•S . $ • 6 3 Z 8 zy. ►oY R y y bk ynir- cS . S 6 Ground 3 z� 31 Lc1Y fz 316 s 1 1 e g�k • g ° o ft. Y z %4z J O'7 R Y li S /g S O�'1 1�►'t `� l C $ Depth to S IL[L S3 7. SYR- VA pw� bi U �►- • `1 .S limiting fact/ `4 Remarks: Boring# o -°I tiO�tR31� S1� Z`FSb�2 a-S •z �� f Z q Z6 10 1z y/y i 3 Z6 32 luY 1z. 31 — Slf- M sV\rt m 1 � - H CIS Ground elev. 31 .11 1 S' 2, J� L �. S `t R S /t,3 S1 e.1 1 �► S b� m I' es - . i . 3 97•S ft. . . .5 1.S Y/6 Depth to limiting factor 3 Z•" , Remarks: Boring # i Ground elev. ft. Depth to . limiting i factor Remarks: .: .,,Boring # '. Ground e ft. Depth to limiting factor Remarks: S B D -8330 (R.05/92) I PLOT P LAN Page 3, of 3 ¢ _ — SCALE 1 "= NI 3 , 7 ao a Do NbT cow Phr-T oR J �.qs ° _ o�A• `Ili lu 8.3 2 ej� d rj e.� c0+vlvuR IzL.E'v q�.p x kn q-► s q 6 B•y a u oV: `mac K 1 601 L o s•z. en i p ' W Cx � 0 ' wig- - wt�..t_ o . G 715 ) 425 -nl (,5 14 00576 hon No. CST # CST Signature Date Signed • Telephone ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND y- OWNERSHIP CERTIFICATION FORM Owner/Buyer (� a� �" u r % e- 2 Mailing Address _1 G �� S �� n s cr t d Property Address o? (Verification required from Planning Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION Property Location S "✓ m /4, 5 '►� % a, Sec. 33 , TAN -R 4 W, Town of t- Subdivision Lot # Certified Survey Map # S "G 3 ( C" , Volume 2 . Page # 3 l 9" Warranty Deed # J �`� ; Volume 3 N 7 . Page # Lj 3 Spec house ❑ yes 19'no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature 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 masterplumber, journeyman plumber, restricted plumber 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 been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the -three year exp' on date. A .7 �'x / SIGNATURE OjAPPLICA& DATE OWNER CERTIFICATION I (we) certify that a statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pro escribe_ d abov y virtue of a warranty deed recorded in Register of Deeds Office. IGNATURE F APPLI 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 5. 4 oL 584S;.S �TATE 13AR OF !N FORM IQ82 WARRAN 1 - Y DEED DOCUMENT NO } Tyrone E. Ottinger, a single person f 1 ' ' con%etis at,d %%ar ,nt, to _ -T;- A.- _Krueger _and_- Shelly R. - Krueger, - 10:50 A'A a _ husband and wife surviv_orship_mar_ita pr4�rtY C t.Ie the !014)%%ing Je,.n}ta rc..i e tate to State ,d Wix cstn a s 08- 1054 -40 -000 , f. Lot 1 of Certified Survey Map filed July 31, 1997 in Volume 12 of Certified Survey Maps, page 3318, located in the SW- of SWI of Section 33, T28N, R16W, Town of Eau Galle, St. Croix County, Wisconsin. b TRANSFER $ S=EE } is — not XX :. Easements restrictions and r of record if an ,^ [<<ci,ttn to •,rranii�> , q Y � y• �* I Ci 10.98 August . \ D N Tyrone E__ Mtinger_ At'T fit: NiICA rio N \l 'nAC)�� LFDG�tEtiT !hate - . �tiuct�nsin. , August iq 98 __ as Tyrone E. ottinger, a single person mlu i3renda Poulin - \ -otat, Public 5 _ State of Wisconsin m Attorney Kristina Ogland 1 �._ �� . Hudson, WT 54016 �.. � � �A ,1 A11 N 1R Of `,11,( 0A1IA 1A ARR. 1 V UY 7 1) f orm No _ - I I)ri1 ... ... .. 1ti mss` 2 s FILED JUL 3 1 1997 ► 1 L uahn aav H. W11LS�f SL Ct Co°yh 563182 � � CERTIFIED SURVEY MAP BEING THE SW 1/4 OF THE SW 1/4 OF SECTION 33, T28N, R16W, TOWN OF EAU GALLE, ST. CRO I X CO., W I . PREPARED FOR TYRONE OTTINGER WEST QUARTER CORNER Z SECTION 33 - FOUND NOTE: BEARINGS ARE l ow 3, REBAR REFERENCED TO THE WEST LINE OF THE SW 1 /4. il (ASSUMED BEARING) 0 pew UNPLATTED LANDS Q WEST LINE OF THE SW I i4 m 4336 69' S ° 42' 54 "E 1 320. 09' 55' , I I 33. 14' 853. 40' 12 86. 95' 33 33' H I GHWAY f SETBACK LINE I 1 100' . o owpw I I ml °f "'�� .w Aat o w 0 00 : 0 • � IW O)I \ N ^ :C ;_ �noncn :–I rn g yy (0 - n W O 0 O O w A ao V A N ro rn oo °' W z co to Im rn a n X O M' : z Ip " y -n 14 rn :M : U O S84 42 . 70 00" E p 466' O Irn 33.14' 433. 56' ° co :Z r. I I °N $ :U) tx O cm v �- °� HIGHWAY SETBACK LINE rn 6 6 y cn� •..o, .w.......... •............ (� 33.56' 1288.06' ` ........................... ro 466 -76 ) &840. —" po pr c� a 8 4 . 5 - - 4.50; N8g° 42' W ' SOUTHWEST CORNER P IERCE - ST. C N ° 42� 0 SECTION 33 — FOUND I RD I COUNTY MONUMENT ' RO '•••• •••••• . . W41R- LATTED LANDS ............................ SOUTH QUARTER CORNER I I SECTION 33 - FOUND COUNTY MONUMENT A PPROVED ��oG pNs,�, 0- SET I" X24" IRON PIPE WEIGHING JUN 2 d '97 1. 13 LBS. PER LINEAR FOOT. J Z ST. CROIX COUNTY 8 -1804 Comprehensive Planning SPRING VALLEY Zoning and Wis. �• I" •250' Parks Committee JA 9 If not recorded NEL S E ` Y 1 NG within 30 da of DATED 0 50 250 500 SHE wrov t��leb? so 7 087 THIS INSTRUMENT DRAFTED BY JIM WEBER null and void &L OTT, Vol.12 Page 3318