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CO C -Op C Eo a) ❑ 00 U C N Cj N N Z N v _ n..i N N C N E E U o H cn • y' o Y m co r v L E m 5 EL IL w L (Q Q c ° rr O ~c be I o I N ~ C O l~ - O N N y I M C N Q 1. v Y ~ CL, ~ C co .0 O O C j, Z 'y LL c a) 0 _ o Tc 0 c a E Q O (D U f6 ~ CL O 00 Z O 2 7 T O Z d d 00 rn N Z a m c 0 O z d c w m z a) z° c c E -o a~ M I N co N N N (n N C • N ' N L 0- L 11~ C c U O O O Q N Z~Z C z '0 1 E N M N 0) l0 'O O) jl N y - d N CL ° G m co Q O > f- _O O) U N ~~1d > E O N Z N > N 0 0 m 0 0 0 Z •~l m a a a n, m tram g (0 (p ' o <n o ~ Z "0 Q) Av N 04 N O O) r:~} j 0 CO a O '4) N Q i3) O ° 0 4) cclo) cu N N U) r~ O o o 3 y c ~►~>i y N N O L O C V E IL c N C C E O N O oo c 0 c o a) v o Y c U-) c r a) -00 U d N 0) F- -O N • I. N~ C N 0000 N E O U O y„ O Y co N O -3 Z U) CC .r E C~ a L: IL r E Z D t°~aZ~'oinc°~ DEPARTMENT OF IV SAFETY & BUILDINGS IWUSTMY, REPORT ON SOIL BORINGS AND DIVISION LABOR AND PERCOLATION TESTS (115) P.O. BOX 7969 HUMAN RELATIONS MADISON, WI 53707 Adkn (ILHR 83.09(1) & Chapter 145) LOCATION: SE ION: TOWNS HIP/21P&t-hTY: LOT NO.:BLK. NO.: SUBDIVISION NAME: E (o COUNTY: 0 R. UYER'S MAILING ADDRESS: C ' e at Q ''r G 6 , /P1 USE ! DATES BSERVATIONS MADE I~~r/R O.BEDRMS.: 1COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: EFICOLATION TESTS: LJResidence ~ New ❑Replace o RATING: S= Site suitable for system U= Site unsuitable for system jJyty Vrr, ?7 CONVENTIONAL: M(ODUNND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: R COMMENDED SYSTEM: (optional) D S CCU ED S DU 0 S [~]V E] S C~jtl 0 S C If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5) (b), indicate: Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGHEST TO BEDRO K IF OBSERVED (SEE ABBRV. ON BACK.) /tr sN irrvT, --;P 49 B- 3 r . 3 s/ . ' s', s' r 119&J . B- el,, 3 V el -3 s,' 'B / ~w s B- e 1 B 04 C p r .47 42L.,P77 4h e B- I rM n ~~tJ L- r n g lop, L 74 PrRCO I TESTS w C r'ivCJ . TEST DEPTH WATER IN HOLE TEST TI E ROP IN WATE LE L-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. -PERIOD 1 PERIOD 2 PERIOD PER[ CH P- Z pt o .z _,2 %.r -:1 /Z L P- Z -12-- d?C1 2 z' 1' z s//L 3 P- 2 A/ .4 l sZ s -z3 P- 2 ?D 3 s 3 so .3 'r Oet~ P 2 Z a- i 2-- -L--j /Z//hc i y s / ' It i3 6 PLOT PLA Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal , vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land sl Coy .SS SYS M ELEVATION 9 xo hf l 3 3 n a9 _ _ _ _..5°" _ _ , E o t?Q/. 0 , E 3 /P F i ID_ 3 1 TT CTIO S FOR OMPLL FORM 115- S D- 63 To be a ccmn to soil nest' you 1. Cnrnp t; rn; 2. The use in, 'th ar this is a rc . i.. c, - ~I oject; 3. MAXI'1U, ,kn cat°cial user plattne:'; 4, is ihiS a ent cyst 5. ComP' t_ rating be SITE IS SUITABLE FOR A HOLDING TAU ONLY fF ALL OTHE=R ~ - RULED OUT BAS UN SOIL. CONDITIONS, S. PLEASE use. the abb Fiat ions shownt tie descriptions and comp plot plan; 7. MAKE A LEGIBLE diagram aceurately lneaCi=tg your iocat:ions. Drawing to s:,ai eferred. A separate sheer may be used if desired; 8. Make sure: your benchmark and vertical elevation reference point are (aearl hrtn n" snarl are parrranertt; 9. Complete all appropriat=e boxes as to dates, names, addresses, flood pl< I -colation teat exeMp- tion, if appropriate; 10. If the info)mation (suc=h as flood plaint, elevation) rides riot apply, place c the appropriate box; 11. Sign the form and place your current ad dnass and your certification nt 12. Make legible copies and distribute, as ree{€.hed. ALL SOIL TEST-?r F E FILED `VITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. g -_3-`_"IATIONS FOR F TIFIED SAIL T F, Snail xtures Other Symbols sr . ,er 10") B Bedrock r=ot; -1011) . - der 3") ntr=d a €z Nell fs - "ui k - L C; L 'I L o Loan) BI B! G G `9'` y scl - S,. L R F sicI Sit ; f. L _ Mot so Sandy I iy sir; - Silty Clay fff _ s taint wn stay cr; - Orr -c.; Pt at narn Ma W" High a Six general so Surf for liptaicd en( Veltica it Wisconsin Department of Industry, PRIVAT9'SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT ST. CROIX Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 284215 Permit Holder's Name: ❑ City ❑ Villag Town of: State Plan ID No.: ETTENDORF, JOHN KINNICKINNIC CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Aeration Bldg. Sewer Holding St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic NA Dt Bottom Dosing NA Header / Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand Model Number GPM I Loss Friction System TDH Ft TDH Lift Head Forcemain Length Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK INFORMATION Type O 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. Spacing 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: KINNICKINNIC.19.28.18W, NW, NE, LOT 2 ,k"~ Plan revision required? ❑ Yes ❑ No Use other side for additional information. I F SBD-6710 (R 05/91) Date Inspector's Signature Cert No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: a Safety and Buildings Division SANITARY PERMIT APPLICATION Bureau of Building Water Systems 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less Count than 8 112 x 11 inches in size. , • See reverse side for instructions for completing this application State Sanitary Permit Number The information you provide may be used by other government agency programs ❑ Check if revision to previous application (Privacy Law, s. 15.04 (1) (m)]. State Planj.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION PrQperty Owner me Property Location 17, Sohn uj/4 1/4, S ME T A , N, R I ~ E (or](~) Property Owner's Mailing Address_ Lot Numbe Block Number Cit ,State Zip Code Phone Number Su ivision Name or CSM Nu er 7~ V(er ~ra 115 1 U31] 5, qe) a (-715) (o ru- U i 31 II. TYPE OF BUILDING: (check one) ❑ State Owned city r Nearest Road VII age E] Public 1 or 2 Family Dwelling - No. of bedrooms Town OF w III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) " o?© 1 E] Apartment/ Condo O 2 0,5-3 - 30 _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. ❑ New 2. A4 Replacement 3. ❑ Replacement of 4. E] Reconnection of 5. ❑ Repair of an System System Tank OnlyExisting 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 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 N Seepage Trench3- 5' 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 (s (Gals/day/sq. ft.) (Min./inch) 1 Elevation LPGO /DOO /QO IS) 1A Feet LOcZ Feet VII. TANK Capacity in gallons Total # of Prefab. Site Fiber- Exper INFORMATION Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App New Existing strutted Tanks Tanks 1 , ►~pryry Septic Tank or Holding Tank p7~() ~ W dl ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for insta tion of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plu is Signatu : (No P MPRSW No.: Business Phone Number: fir cad 1145LP -7i 5- a&s_ 4N Plumber's Ad ess~ treet, ity, State, Zip Code): IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved San it ry Permit Fee (Includes Groundwater Date Issue Iss Agent Signature (No Stamps) Approved ❑ Owner Given Initial Surcharge F ee) t O ' Adverse Determination X. ONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: h~ SHD-6398 (R. Ob/94) DISTRIBUTION: Original to count y, One copy To: Safety & Buildings Divi ion, Owner, Plumber ' L c INSTRUCTIONS 1 . A sanitary permit is valid for two (2) years. 2_ Your sanitary permit maybe renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership-or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD-6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3815. To be complete and accurate this Sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; Q complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Wisconsin Department of Industry, SOIL AND SITE EVALUATION E P O R T Page \ of 3 Labor and Human Relations Div~ of Safety & Buildngs in accord with ILHR 83.05 i (b COUNTY C.\W `x Attach complete site plan on paper not less than 81/2 x 11 inches in n mu but S C" rot limited to vertical and horizontal reference point (BM), direction a f S1 CEL I.D. # dimensioned, north arrow, and location and distance to nearest road APPLICANT INFORMATION-PLEASE PRINT ALL INFORM N jkQV 519g~ IEWED BY DATE X PROPERTY OWNER: PROP ~ ~~~1'1~►v~012 1= 1/ 1/4,S T Z0 N,R 18 E (orW PROPERTY OWNERS MAILING ADDRESS NAME OR CSM # Z F3 5 CI"T-q S s CITY, STATE ZIP CODE PHONE NUMBER []CI GE OtOWN NEAREST ROAD vv F:' L u W 1 S g C' zZ t-9 u Z S- 6Z Z "\,O- ~1 J t'j C C(-sPKJ)-%j ' SS [ ] New Construction Use Residential / Number of bedrooms '4 [ J Additi n to existing building [pd Replacement [ J Public or commercial describe Code derived daily flow br~O gpd Recommended design loading rate bed, go* S trench, gpd/ft2 Absorption area required - bed, ft2 l tench, ft2 Maximum design loading rate S bed, gpd/ft2 trench, gp(W Recommended infiltration surface elevation(s) SEE- )PR-GF ~ ft (as referred to site plan benchmark) Additional design / site considerations `~Q*ES - E~) S ~x- b'a' Lt]>v a Parent material lz~' tam S-M >y G Flood plain elevation, if applicable ft j S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN RU. HOLDING TANK f U= Unsuitable for stem EIS 11U OS O U ® s []U 1@ ❑ U O S RrU o s 0 U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench i ;1 ;0 Z.i,'t s't~ ►'n~v S ,1 ~ 1 5`~rzY/b ~ Ground 3 6 6 13 1. S `t CZ 31 S ` ~~'F4- - - elev. 1,oZ ft. Depth to limiting factor, Remarks: Boring # 1 0- 9 1o ~f tZ z~ Z - \ ~s Zw, s l~ yy) \j caw - , ~ . ~ Z > Z 9-sZ. l0`1 (Z- 3l3 `~s 1 e S ~k 1m u c►." • 5 3 SZ IQ`ItZ Ground elev. voo. O ft Depth to limiting factor rT_ Remarks: CST Name:-Please Print Arthur L. W e e r e r Phone. 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74-River Fa11s,WI 54022 Sgnature; _ Date: CST Number. PROPERTY OWNER SOIL DESCRIPTION REPORT Page of PARCEL I.D. # Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench ?Pal C!' 40 1D `12 Z1Z Z.m C%~-v Z 10jW 1`12 `~s l~sbk wt v~ C.w - s Ground 3 by -13 L O 2 t~L 3 - ~S l CS b IT vh U - • S elev. loo •S ft. Depth to limiting factor > 7 3 i i Remarks: Boring # i i I 13 Ground elev. ft. Depth to limiting factor l I Remarks: i Boring # i 13-x Ground elev. ft. Depth to limiting factor Remarks: r Boring # i, 13 Ground elev. ft. Depth to i limiting factor Remarks: nnn no~nrn ncmrn PLOT PLAN Page 3 of 3 SCALE 1"= 30 ' ~ gbR~"1 r ` k 1 x i ZJR.L1, W~~- / U / bso~f~i LL qG•O 8.3 Cu~Covct g . ~p 1b S g7, 4 $ • ~ Q ii o Rkc cALl.~bO= M Off. ~tovit HL, Mt, p Rr ~I - T- vzz) , o c~J 1~P or P~ it `~S8 ~6-310 (715 4L-01155 ) 1400576 CST Signature Date Signed Telephone No. CST # VAmconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3 Labor and Human Relations Wmion of safety & gu"la"gs in accord with ILHR 83.65, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but ST, C `x % of slope, limited to vertical and horizontal reference pa'M (W~ B , direction and , scale or PARCEL I.D. If not 6nr dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION _ _7tN~ G&F-TAT IVW 1/4 Mi 1/4,S%q T Zb Njl 18 E(a~W PROPERTY SOWNER':S MAILING ADDRESS LOT If BLOCK # SUBD. NAME OR CSM If z 1B C17~ t tv " S S CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE [TOWN NEAREST ROAD Rw V_1'2 i"f11,1S W 1 S q o ZZ ( k 5) u ZS- 6-I Z k j [ j New Construction Use N Residential / Number of bedrooms '4 [ ]Addition to existing building M Replacement [ ] Public or commercial descxibe Code derived daily flow 61Z~13 gpd Recommended design loading rate bed, gp(W S trench, gpdM1 Absorption area required - bed, 112 l oW trench,112 Maximum design loafing rate S bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) SEE: pR-GF- ~ ft (as referred to site plan benchmark) Additional design / site considerations R ►C Q - L=N-u S 'Y_ 61' Wxj C Parent material >'~m ~TOQ E Flood plain elevation, if applicable ft j i S = Suitable for system CMOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN Ril HOLDING TANK U = Unsuitable for stem ENS" ❑ U ® S ❑ U ® S ❑ U ®S ii U ❑ S RrUT ❑ S ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Roots GPD/ft Consistence Bounclary in. Munsell Qu. Sz_ Cont. Color Gr. Sz. Sh. Bed ranch etq Z q-~~ L~`t 2 3 L3 - `rS ~ C-S~ wu v'Pt- C S • S , 6 Ground 3 66= t3 S `t CZ31~r e S elev. 1oZ .1 ft. Depth to limiting Cab Remarks: Boring # _ j 1 0_ 9 1o11 2 zL Z Zmsl) Yn v~F~ Iti ' Z : Z 9-sZ. t0`1 (Z 3f3 ~S 1 C vnu oF c>ti - 5 6 3 s z to ~c 2 6I - s 1 i~ sbh wl v - s Ground elev. goo. O fL Depth ID - fimiting factor 14 Remarks: CST Name:-Please Print Arthur L. We erer Phone. 715-425-0165 egerer S o i Testing & Design Service-P.O. Box 74-River Falls,WI 54022 Signature: Date: _ CST Number: PROPERTY OWNER ~T11~ptiZ r SOIL DESCRIPTION REPORT Page? of 3' PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence GPD/ft In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Botxxla~y Roots Bed Ti~nd 3 0-LO 1Z,It2 2 LL ~ Z m 9 ~ VIA V h c% L") Z %0j y 10`12 3/ j S l cg b>z r+1 V Tr C W _ , 5 Ground 3 b~f 3 l o IZ CSC 3 TS 1 CS b I.r U _ , S . b elev. l~o.S ft. Depth to limiting factor 3'~ j , Remarks: ! Boring # 'i I I ! 13 Ground j elev. ft. l Depth to ` limiting factor } 1 i Remarks: i Boring # i I E3 1 Ground elev. ft. i Depth to limiting factor Remarks: I Boring # 3 i 1• i 13 I Ground elev. ft. Depth to ' limiting factor Remarks: cnn OO~1ND ne~M~ PLOT PLAN Page 3 of 3 SCALE 1"= 30 ' C~?T e~S Slhl~N> $bR~"1 /S~l'1C k i cn ~ ~ boo 7 7 8- 1 b1 ' S ~ s LTL Luz S LtrL g ,3 ~ Q B . p (D o A`ce d~ TtL~bu e-, Loo- 0 2L , vwz . ~ e~ 1~P or PAD 3F $S8 4 ~~-3l0 ) I-96 (715 1 42.5-01 h5 1400576 CST Signature Date Signed Telephone No. CST # M.1V-14-1`9`J!i G10- iJ tfC t Gtwrur[r re-~T~rcrt a rw • wmmoiao"ww SOIL ANO SITE EVALUATION REPORT d a,~,. ws r„t: d•~t! in a=md wo XW S3A5, Wis. Mn. Code Sr- cRutx pbpp obWosb pan on papa not w #4W s 1/R x 1 ~d • eia g u~ s +~at iwls 41D M lied ow, ariam! tMrspee P dnw~randt ++arM avow, and Muaion and ayea~o. te►,rareit rod. ~ OA APPLWAM dlFDMAT1011-1~UK MOT ALL WCANATM N+otemro ~ L mv-3 V4 1°} T 26 MA ~ E ~~wwww~ azS;-, 6 M gtY A CODE MMNANM S4oZ~ I?- NBC (1 *w CWS dm ftpd R~sidrSlt~Mro0ltota~oaos 4 1 AO ia~iq 4 - 04"Mme ( } Pd*orooa~mercddetob lMooaarriw~l~ ew► - s w. CodtapMSdRsl~r~wd ~dopfoa aaiem - NCO bwwkf; I~no.argnto~drgar/eee~~ t~dRQFdI~ R~oeswnda~ iillisswfiioe} c~a- pltEc ~ R {a rlIMN b l11 pMn OlsdMq~14 INi11WdMi/►twlo~lid11r0at ~ ~ti S'~ b']' L.~uC - a _ Aood p4fn al~ioR R~e+RM. 1V • $_R ► Mrtnedttt.~---- ih+•~s~ro~ i U:t ai os a Ri os c ® Du ® sf DIs vu OS 6dv 0u SOIL DESCRIPTMM REPORT QPO Suumm Do eaieRl # ` cow Om sx cman ROM sl- sh. god wt cow Tom' Gr vft l .s ttrard 3 b61~ 7- S't R'31 Y C S'1 ~Y/6 S abr. a tiq~n ' t D" b w a ~7 b0 a ~ AGMMAW Z 9-S2 10`t [Z 3I S 1 y 4~ r►u cw - S ~ . 6- 3 SZ ~ to`ta- 61 - 1 ~sbh mv`Ei. - .s aoad dW ►c~t ...may iiwa".p Rw At hur L. We er715-425-0165 ' rer Soi 2estiug b Desi Service-P.0 Box 74. liver Fa11s,9I 54022 Pff m.vowm SOIL DESCRIPTION REPORT p qQ? d 3 PAMU Lt. 5 Bo*nQ o Hortwn Depth Dominant Color l lmfts TOMM Strueture Coramo n lm~ Roofs BGpo m M. Mun"I Qw SL Coax. COW Gr. St. Sh. 3 wl-wf 1~'1Q all, `~S ~csbl; w1 ,\rk Cw Gmwd 3 Y-~3 to`~2tt3 - S 1csbk mv'~. ~S -L etstr, It ! Ooplh b 611001 1 ism N ' R~lts: 9oting N 13 Gtou~O , a>N. ; it. oego+ fo 0 mot Aematks: ' P c Gratnt! ; eb+r tt Mn16^4 feiClOr firms: Boring N t• Gmw d ` ter i - i Depat to favor Remarlcti: Poo --l 1 3 0 VJ 1=l 00t t ~ 3~ s ~ q r- z I ' CO ~ 1 ocTIL~'~ 9 ~ xaTM N 0.1996 ~ slf "IiS Of W qt 551443 2 stcra;Co° w; ~o J v CERTIFIED SURVEY MAP JOHN BETTENDORF Located in the NW4 of the NE4 of Section 19, T28N,R18W, Town of Kinnickinnic, St. Croix County, Wisconsin. Owner's Address: 285 C.T.H.."SS" River Falls, WI 54022 rr 2 N114 COR., SEC. 19 / J ' T28N, R18W Vi/ N83.32'30 E 200.00 Z ( COUNTY SURVEYORS MON. J Q / O Q / 0 W cb O DWELLING Zj U4 O Q) - WELL = 1 V 7 ? ^ _ 0 lD Q) 2 ) O 14~ k o to N OSEPTIC N h O CENTERLINE M a.\ ~I y h DRIVEWAY Z` ~I N89°53'39"E k at Z Z LOT 2 I N 27.67 m ? Q 2 90,040 SO!/ARE FEET _ (2.-067 ACRESI c:' 307.66~r N I -O- p R V A E o 3.33 ry a~ ~I 3 NEASEMENT RECORDED IN `o'F3'0'7-07 L 12o6 PAGES ova ® ~ORwE=y,~ p 1 W 29 42 N - - 48 k V1 Z X589°53'39"W - a Too 45 `~~3~D ~ 33' ~ 33'I S : f'~ J I UNPL ATTED LANDS ,g, CURVE / - 2 CURVE 3 - 4 I CENTRAL ANGLE- 19145'38 CENTRAL ANGLE- 17002'26" N RADIUS- 437.00' RADIUS - 50-3.00' r0U ARC - 150.72' ARC - /49.60'x• =.sise Plc. fir CHORD- 149.97' CHORD - 149.05 ' per and N 80 ° 00 '50 "E 581122'26"W purr=s Cacnmittee TANGENTS N89°53'39"E TANGENTS 572°5/ '13 "W if --t recorded N70°08'0/ "E 589° 53' 39 "W Y.iiihin 30 days of s pis mina sFr io _.N%1N11139mgyaldate, HL 1208 PAG -53 DOCUMENT NO. 5519341 WARJULN" CORD AGGiSTM ORKE Jobs DattaAorf, a/h/a John D. iatteadarf and Candace sstts.a.ef, &1W SE CROIX CTY, W! Csaisee R. Dattsaderf, conveys and warrants to Jobs i. Mttrierf. a single person, the following described real estate in St. Croix county, 8 1996 State of llisconsins bl Poy 9:30 A. #A +of&... A &)al6k • Rc?:a24c d Dadf 71= REXMA~ f-0. vk" /38 Property located in the Northwest Quarter )of the Northeast Quarter orth. Range NighLe of (19) Vest, 7bbwn of Kinnic~kinnnnic.~t~N~¢i (78) Parcel I t cat oa Number PIN Count Risoens , sere particularly described as Lot 11.0 St. (T of that Certified Smug Map as recorded in the St. Croix County of Deeds Office in Volume 11 of Certif4ed Survey Maps, Page 31 6, as Document Dumber $51443, together with an easement as recorded In Volume 1206, Pages 77-79. This is awe homestead property. Moeption to war. ties: Basements. restrictions and rights-o!-mW at record, if any. Dated this day of November, 1996. (SEAL) SNGL) (SEAL) SEAL) aWRloiNnCaslcN! signature(s) of John D. DettaAdorf and SrSE or WISCONSIN ) Coulm an. Candace R. !)ettendocf authent at d this f '-"!!sy of November, 1996 lAersoaally cane before we this day of .the above naQ to me laws to be the person(*) who executed the foregoiag instrument and acknowledge the same. U-0 A. ar TITLE. MMER STATR DAR Of WISCONSIN (if not, authorized by 06.06, Nis. Stats.) • Nils INORMIU M WAS ReAr m U: Wbtary Public County, win. Lso A. r"*-, attmsusy RODLI, EESRAR, BOLES i KRUBGER, S.C. P. 0. Dom 138 my commission is permanent. (if not, expiration date: River Palls, 91 54022 , 191 ~S Ll 1~ $ [F[7DEC1 FILED 6 1996 0 9 2 OCT CT 13 H 1996 ST. CROIX COUNTY URVEYOR'S RE Re9istsrofDe~ S CORD 2 SL Croix 55144 Co., 1W !J. CERTIFIED SURVEY MAP 3 JOHN BETTENDORF Located in the NW4 of the NE4 of Section 19, T28N,R18W, Town of Kinnickinnic, St. Croix County, Wisconsin. Owner's Address: 285 C.T.H. "SS" River Falls, WI 54022 r 2 N114 COR.,SEC. 19 QP4 7-28N, R18W l/,, I N83°32 '30„E 200.00 2 t COUNTY SURVEYORS MON. 1 ~ N L Z Q/ 1~ M J~ Z DWELLING J W o W Q, V1 V. p h a V. WELL I 4 tu N OSEPT/C N ~1 o Q) 1 41, to 2 `j11 Vl N Q DRIVEWAY / m Z1 i N89°53'39"E a a 2 LOr,/-2- 27. 67' m ? Q 0 90,040 SO.UARE FEET _ (2:067 ACRESI 307.66 N89°53T 9" 0~:, v Q T E ~~r335.33 M pR I ~II ,,EASEMENT RECORDED / - i 2 VEWA_y_ 3 _ 9 OR J yy 2 C4 077, I k0VOL. 1206 , PAGES 078 8 _ _"T- 306.09' S89°53'39"Wr- a S ?4° 45 a iVD Q 33' 33 UNPL ATTED LANDS f1 - I CURVE I- 2 CURVE 3- 4 I cNO I CENTRAL ANGLE- 19°45'38 CENTRAL ANGLE- 17 ° 02 26 " RADIUS- 4.37.00' RADIUS - 5 03.00' 9 r`QUNTY 1q' ARC - 149. 60' Z, a-r, h~sive Plarmir 1q. ARC - /50.72' A~q and CHORD- 149.97' CHORD - 149.05 ' N800 00'50"E S8/°22 26 W parks Committee TANGENTS N89°53'39"E TANGENTS.- 5 72 ° 51 '13"W if recorded N70°08'01 "E 589° 53' 39 "W v-i.tiro 30 days of 5 114 COR^, SEC. 19 c,C 0MC-K pft- adate U b