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HomeMy WebLinkAbout176-1033-80-002 ~ I -0 0 ~ 0 300 ao ti O a d i o n o Co N ~ o 0 N c to I,- m t! O U Z A O 0 Y O y C_ ~ = O N C) Y co 0 0 >o 7 ~ • • C ~ N [0 LL p O X N 3 o EEcN ~I Q C) CD o v a3i W Z O Z = O Z ~ v rn i d m N H Z III O Z 'V ~ r 'i to d z :!t c U) F r Q) L (mil c O ~p N zz E ~ E v I y m d _ d IL CL 3 CO Mn d C r G C IL E c y Z j II to to t/) • 0CL00 o US U 0 U) -j o rn rn r Z ~V III N N N O O O .5 N O 3 ml c Co cA rn Q Z r~ °N ~cH~ a ( W y c p > M co O w C', O N N N v M~~I ~ N f-00 V co N c' -6 _ O N H N O Z C Z O l r w W E d rn m a 3 a a • ee CL d .0 d d c rr~~ E c o A 0 a 2 I 0 to U t LS 8 MAR 1 9 1996 539907 ST. CROIX COUNTY CERTIFIED SURVEY MAP SURVEYOR' RECOR Located in Part of the Northwest Quarter of the Northeast Quarter Section 22, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin. COUNTY MONUMENT PUBLIC LAND CORNER OF RECORD NORTH 1/4 CORNER OF, SEC. 22, T.29 N., RAS W. NE CORNER OF SEC. 22, T.29 N., R.18 W. FOUND RAILROAD SPIKE STATE_ BUNK_HIGFiWAY_ 12 ss.oo• R.o.w-UNE- N 89'05'22_E 2665.34'------ NE S.T.H. _ _ 12 CENTERUNE "~-CENTERLINE OF DRIVEWAY _ -N.~9'05'22 + - • • - - - ` --NORTH LINE OF THE NE 1 /4 8001 ws06 R.O.W. LINE g~~ 3 • d • I jt~•~ F N N ~V ° r 8 N N I I N Ng 150' SETBACK LINE a01 g to En Prepared for and at the r quest of 4 LLJ W i,/,i of Bill Liddle V Al Tri County Disposal °1 01 i,' 1 98 - Hwy 35 l c 80.0o' ~ P.O. Box 93 ° P 51 River Falls, WI 54022 0 00 ~1 ji o v~ C N Drafted by. James M. Brault J ` dv N $9'05'22" E 0 1 518.39'---- 81 FUTURE ROAD Ifl `t------------------ 00 , pi~ -?7 11 I i FENCE IS 1.1' WEST OF THE N N WEST LINE OF THE NE 1 4 0 9 N ol rn i (V~ nyL.~J M N 3 '^2~ \V V yy gpr~~ /p ° N N N dp rn l Y! ^L~ V ~J ~j co 0 co N ° W19 1 Z 1 = 1 w 3 LOT 1 I W 3 3 1 1 1 W r. " 1 9z 1* TOTAL AREA m o gl W~ Cr Q Q N 514,417 sq. ft. doh ° an~a ' 11.81 acres ST. C~ROIX ccos r% P P ai z In z z z o+~ or. ; rshensb I o I . ° °I Q CD Of W1S Zrming a>x 1 (n 51 o tp CO Parks H cmni" I 'n `5 Q 0) C) 0 0 o f z I DOUGLAS 1 5 00 N to co I ca ZAH If r cord N 4d) O N CD CO a0 approval CI>t g W S. N N N O npprovat Sh6 m z suave mill & V61 m ° w w 6.93' i a ci o ci z \ FENCE - 660.01' 5.46' SEE NOTE "A" S 89'18'45" W SOUTH LINE OF THE NW 1/4 OF THE NE 1/4 UNPLATTED LANDS County Section Corner Monument - - of Record (Found Aluminum Monument) GRAPHIC SCALE • Set 1" x 24" Iron Pipe weighing 0 50 100 200 300 400 1.68 pounds per linear foot. 1 A Found Railroad Spike \ I i r~..,. i.. +I- Cnrnor AAnnument SEE PAer a,-'- 77 Ifcces o&IA16~0 131 Labor and Huinan Departrnent Industry, SOIL AND SITE EVALUATION Labor and Human Relations Page of c3 Division of Safety & Buildings / in accord with ILHR 83.05, Wis. A, 77 6fa Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Pla inch not limited to vertical and horizontal reference point (BM), direction and of s ~e)Pscale or''` PARC # dimensioned, north arrow, and location and distance to nearest road. I r. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIE Y TE PROPERTY eWNER. /5 u y PR OX-PONG 4 ~•yn • L~ 7~I~G E ct?~r,c. T~'y'LOUvTf~ ~1Sp~~1 GOVT. Y 1/4 ZT Z/ N,R /J0 E ( W PROPERTY OWNER'S MAILING ADDRESS LOT # U D. OR CSM # 9B awl! 3S /)o ..Box 43 ~o z = Cs.c, 1106F,u vi u CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE ERMWN NEAREST ROAD 5 yo Z. Z ('71s7 yZS- 70o u~g p E.v w y 12- I New Construction Use [ ] gesidential / Number of bedrooms [ ] Addition to existing building [ I Replacement [ Public or commercial describe u/g3T6 SEA`?i rl-o.J Slio'd d~FicE Code derived daily flow ? gpd Recommended design loading rate ~-bed, gpd/ft2 trench, gpd1ft2 Absorption area required ? bed, ft2 ? trench, ft2 aximum design loading rate ' 7 bed, gpd/ft2 - S trench, gpd/ t2 -4 Recommended infiltration surface elevation(s) S~ . 3 f in, 3. $o ft)as referred to site plan benchmark) Additional design / site considerations 517&- S r t. t Z- O,J R k 0 UAJ t7 S y S "r . Parent matE~ ACS 60 -Show 'f S t W f 7- Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUN IN-GROUND_PR~URE AT-T-GS DE d--F SYSTEM IN FILL O DING TAM( U = Unsuitable fors stem ❑ S f[~t?' U ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BouldW Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Mud 0--7 /oye 313 51-1 /fj-h& 411-iP G.S 2 of 'Y . S M/ to f 316, s .►Mfe 5 /vf . Y 5 Ground 3 - 26 7S YR y/G - S/ /4,1 fle eW fi Q S • S elev. ft. y /o v s/ f~ s G/ Z"wr 1"(, 4,% -F l G Depth to i""/1:- /oYX 713 - s, o, limiting ~1 _ Co S .i .v factor ,r S .t -70 /0 JOR S/7 io Z s/~' sss. Cn o -moo 2 .s y f p s/ c/ 2 1',/ Remarks: Boring # /0 Y54 3/3 Sl /f sit 'mf,~ cs zv~ , y , s 2 13 /0 Xe 31ee Ground 3 /o Of G1~ 2 n+► sd~ ~ ~ ~-S - S • ~o elev. It. S - 7o /o ytie 7/3 7, .2 5 Ye 5/6 f S, ' , S S , G Depth to limiting factor S Remarks: CST Name: Please Print RD 2EFP - 24Lt3 R f'C 141- Phone: 711_ ~7 2 ?G _ S`/405 Address: 5S D'tJ rL (2D. RupSOA3 WI.Sy0f& i- z7- 93- CS 7_,-1 Xq L 4 oA . L'DDLE' PROPERTY OWNER 30 fI'J SEE SOIL DESCRIPTION REPORT Page .7- of 3 PARCEL I.D. # AV 7- d/-- 7 /I 44"S Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourd3y Roots GPD/ft in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. Bed rench 4 3 - y . S f R cs z Uf 51 0-7 /0 /o k 316 s/ /isk -Fp- cs 14 • y S Ground U7Qw y S elev. ft. z's Y le 51 5 s r- • S Depth to Yle ct .G limiting Po~C~ TS factor ~SS Remarks: Boring # 49 ~z /Dye 31-Z- 2111. Aw /k,-fP- C S Zuf 5 G S : . h L -i~ /o ye 2 54& f e cs l uf- Ground elev. 0 /o ,e G , z, D. s aQs 2 it. 5- I A9 YR - y s/ if D~p 413 epth to limiting ~q~OS G~'~~p $ GL S factor E; - No ~`ss Remarks: iP~57i~~GTio vs iN .Pi 22 ,v Boring # h7 /6 44 P-e l << f T OF Ground::: ~ ~SO ~ ,eL G elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor CL y. iZ P.~RT o~ ~o AG.~s C y 1 J (40, ' • SM • ~d W WET _ ~ 97' I SCALE : / SQ m - - ~q c,~/'TS \ 3~ r. P, ~ `,gdovE 5RD• f~a /o-2 ~0 y D' ~y 12.0 60670 yd~ - EI~u nT~•o.~s ~ ~4Gm,a(t• R~Ud.E Td~ ~ 00i FORA{ CO.vfOuRt LINE P.9,er, o,,45' 77 Ifccl s a&lwk~o !3/ f f c~ E . SE~- Wisconsin Department Industry, SOIL AND SITE E V A L U R T Page of 3 Labor and Human Relations. Division of Safety & Buildings in accord with ILHR 83. i M. 0 % COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in s' an m,inclt, ST L~l°U~;t( not limited to vertical and horizontal reference point (BM), direction a f slope, sy~ile orb' CEL I.D. # dimensioned, north arrow, and location and distance to nearest road. - 4,;1, e .1 IEWED BY APPLICANT INFORMATION-PLEASE PRINT ALL INFORMA 1 DATE PROPERTY OWNER. /3 u y VP ^ LOCATION Q ~iltt . L~ DDG E c~~.t~ T~r'~oG4~Tf/ %I~Qf~} C~UVT /~W 1/4,S.22-T Z-/ N,R loo E ( W PROPERTY OWNERS MAILING ADDRESS ~ D. NAME OR CSM R 96 Awy 35" A0 - 400 93 io Ar 's - cs,y ,od.u vi u CITY, STATE ZIP CODE PHONE NUMBER QCITY []VILLAGE N NEAREST ROAD ~~v//S Gvi, 5 yo z Z (~rs7 yi5- r 700 ~v~},p E,v cv Y. 12- I New Construction Use [ J esidential / Number of bedrooms (J Addition to existing building Replacement (~ublic or commercial describe AWSTE• SE,45 4r1y J Slio,/d -71' er" ;cE Code derived daily flow ? gpd Recommended design loading rate ~bed, gpd/ft2 ' trench, gpdAt2 Absorption area required ? bed, ft2 ? trench, h2 ximum design loading rate ' 7-bed, gpd/ft2 ' ~trench, gpdtf? Recommended infiltration surface elevation(s) -It k 04 .3 (0 3 • S O ft)as referred to site plan benchmark) Additional design / site considerations 5,'7-E S 0-4 Lt= oa M 0U.v J) S ySYle-AA , Parent materi~ SC5 60 - SAMA)f IfS t= Gc~ /'frt- Flood plain elevation, if applicable N ft s,< - e , -T' S =Suitable fOf System CONVENTIONAL MOUN IN GROUND_PR URE AT-T- S DE SQYSS IN RLL O S DWG -D 6S ING TAW = Unsuitable fors stem ❑ S OT O U ❑ S gi SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Motlles Texture Structure Consistence Roots GPD/ft Bourd3y in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed mnch o--7 /oyX 317, -rAe A"-Ile CS 2 Of , Y , S 1-3 2- 7- lo yR 316, 14- SAk Ground 3 - 26 7s 0 f//G - S/ $1 ~iE~ r►ti+~/e 2 S s elev. ll ~ It. - 954 AD Y/Z 5 / 7 s -Fe / Z 'W , ` ~K • S . ~i Depth to 7 35, O, S ft 4 Co S .f ,v limiting factor LG -7o /O VR 5/f~ ro 2 s/ v f~ ~►fie a~ Y i . S z p S/ G 2 4. 'k M~,l ~i ' _ ti rJ JtSS . O -FO 2.5 Y 7 r c /'0 y Remarks: Boring # -9 /pYX ,3/3 / L S l / 7c S~/it ~Wt fi~ 1 y i ' z y'- 2-3 /o Ye 3/4 - s/ / -ie rAk fe d5' If 1 . s 3 23 -35 /o oe 4/Ce '51 56,E 41, fie es _ - ~ • 6,, Ground elev. S - 7o A0 Yee 7/3 2 s/~ f s. C~, S S , G ft. Depth to limiting factor 5 Remarks: CST Name.=Please Print R0 13ER7- 2AL13 R t'G hT- Phone: 711- 3 ?6 " SOIpS Address: (f. 5 S 0'11-~ erL (2D. 4uDic.0 WI.SNb1La ;,7- 4~ /'sT.N zaP,~p PROPERTY OWNER To fl -J SEE SOIL DESCRIPTION REPORT Page of -3 PARCELI.D./ 141;e7- dYE 72 ff NS Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Ba-rxkvy Roots GPD/ft In, Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. Bed tench 3 i o- 7 /0 31S / f 56,E Z-f 9 CS 2 of , Y S p /0 ,e 316 s/ /fsd,~ f Cs z Ground 3 /D YK 51of S/ ~i1rr M9 41Il ° elev. ft. Q 2.5 vle ~5 -S YX Depth to Y"e 5/ ;ef,dDo"y f s d, s 4- u f a •L limiting Pa«,~~ o factor I I 5557 Remarks: Boring # D ye 3/---- S Z.w~ S bi(C nr'f l2 C S 2 u f S G 4& 1 z a -ik /o Ye 2f s ,~,,,f~ cs Iu~ S 3 11-30 4 1`6 Ground elev. p • !o /0 G c 2 , Gds Q, S G~S R S S • Co ft. / f, Gt45`1 r ,o yie y s/ Depth to &4,-.),P -S OP lvhdG?' Go ,1 S" S limiting I factor . J-0- I No '-4c J<$S '0 l°STit /cT~ovS i~ D•Pi Zo ,v Remarks: Boring # _ V 5% WT of 7XLC PA-oe Ground Also 0v wL G~ P•v7` elev. ft. Depth to limiting factor ' Remarks: Boring # Ground elev. ft. Depth to limiting factor ,YWY /Z P~9RT of Po C ~d,eti~ y) ~ir~ w2 W J 140 r q I 3 • SM. ~dCO 97, WET olrPF/f \ f SCALE-J- 3O N ~01'73 m 8, ~ r, ~ A povE- R P 5 ~ 61&u. _ /oo, 0 . r1a 1o~ .S~ 1a. Bt • ~y 696Io /Zo zo' (o 133 - ~ u nT~~o~S ~ ~c-oaG- oo-~ Td~ ~ uuiF0j?Aj c'043'(-duP- LINE r3i ~G2 f16' 13~ /oz, ~s~ ~0a .So' Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County-. Labor and Human Relations INSPECTION REPORT 3T. C!W-jX Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION , Pe - HO f~ mP Y.. / 7T T T T T T, ❑ City ❑ Village Town of: State Plan I No.: WAR-REN 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 TDH Lift Friction System TDH Ft oss Head Forcemain Length Dia. Dist. To wen SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Liquid Depth DIMENSION DIMENSIONS LEACHING Manufacturer: SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM 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., WARREN.22.29..18W, NW,.NZ, HWY 12 Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert No. L r .E ESE[ Safety and Buildings Division y===~~ 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 County than 8 112 x 11 inches in size. -6 - • See reverse side for instructions for completing this application State Sanitary Permit Numbe Cie a 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 Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION Pro ertyOw Name j 1 joa) Property Location 1/4, S -Z Z T Z , N, R E (or)(& P 2 ~ _C, t L e_ 7 Propgrty Owner's Mailing Address Lot Numb er Block Nongr (J, 0 a+ ty,,State Zip Code Phone Number Subdivision Name or CSM Number II. T PE F BUILDING: (check one) ❑ State Owned Ity Nearest Road ❑ village Public 1 or 2 Family Dwelling - No. of bedrooms own OF / Z-- III. UILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo d Z~ 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 0 Other: specify a IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. 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 21 Ellound 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 bay 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.) (M' ./inch) / Elevation t-A p 0 O t 7 Feet OL(t Feet Capacity VII. TANK in gallons Total # of Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturer's Name concrete Con- steel glass Plastic App r New Existin strutted (M6 `o t Tanks Tanks Septic Tank or Holding Tank SX ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber 7 ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (No Sta s) MP/MPRSW No.: usiness Phone Number: 506 KA4 1,451 1, 1~~ ~ ::v Plumber's Address (Street, City, State, Zip Code): R. L< All _ IX. COUNTY / D ART ENT USE ONLY Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing A nt Signature (No aMp A surcharge Fee) Owner Given Initial sc d Adverse Determination 0 CJ X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD-6398 (R. 05/94) DISTRIBUTION: Original to County, One copy To: Safety & Ruirdings Division, Owner, Plumber 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; C) 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. e y ~ . SAFETY & BUILDINGS DIVISION r State of Wisconsin Department of Industry, Labor and Human Relations February 7, 1996 2226 Rose Street La Crosse WI 5460 9 iQ RECEIVE WEGERER SOIL TESTING 421 N MAIN STREET FEB j 2 1,926 PO BOX 74 CR0x NTY STNTY RIVER FALLS WI 54022 COU U \ ZONINGOFF CE ti RE: PLAN S96-40036 FEE RECEIVED: s 6 TRI COUNTY DISPOSAL NW,NE,22,29,18W TOWN OF WARREN COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set, forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely rard M. Swi Plan Reviewe Section of Private Sewage (608) 785-9348 3558R/ 1 SBDA-7987 (R. 10184) MOUND SYSTEi Page I of FOR A \j 1.) Lt~IZD FbCZ ~Z~c~tC~r~~tES LOCATED IN THE MW1/4 OF THE NE 1/4 OF SECTION ZZ,T Z9N, R 16W, TOWN OF tiy ~ Cz QLsI~! s~ • C~tA LX COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 of 7 PROJECT DATA PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 DOSE CHAMBER PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR AGg SYS~M T~21 - c0Un~Tt{ ~~SppSl'tt, T1UC. s itionuljy lao X q 3 COn'a r lift ~s ErA~ro ~roos~aY , ~eo~ p g A` 4'isEiS °'D yr grJL7 ~~'su~ PREPARED BY WEGEE:Z EFR !E3 C3 I L TEST I NC Vol ~w AND d .r,.,..«...•, DES = GtV S)ERI C:,-ARTHUR L. qVEI V AYE' F.0- 001 74 421 K. KAIK ST. ¢ . ELLSV16RTH, RIVET FALLS. K1 54422 715-{2`, OIdS t Q~" ®y SIG14 .A FTy~~ > 1996 C) JOB NO. so C PROJECT DATA Page 2 of 7 This mound system will serve a building which will be used to separate recyclable materials. 3 to 5 employees and 1 floor drain are anticipated initially. 5 X 20 gpd = 100 gpd (employees) 1 X 50 gpd = 50 gpd (floor drain) Total = 150 gpd The system is designed for 450 gpd to allow for future expansion of the business. SEPTIC TANK 450 gpd + 750 = 1200 gal minimum capacity required. A 1250/750 gal Wieser Concrete Products combination tank will be installed. Page Of '7 Approved Synthetic Covering Distribution Pipe Medium Sand _ _H ~G Topsoil F Elev. 10 Z . S 3 E .b S % Slope Force Main Plowed Trench of 2" -2 2" From Pump Layer Aggregate Undisturbed D l . p Ft. Soil E 1•Z S Ft. Cross Section Of A Mound System Using F 0,S Ft. I Trench For The Absorption Area G • o Ft. A S Ft. H S Ft. B -IS Ft. I \S Ft. Linear Loading Rate= 6 o GPD/LN FT J 8 Ft. Design Loading Rate= 0.3 GPD/SQ FT K 10 Ft- L 9 S Ft. ffT v~ S-oP E `E!bQC OF— -nZQ'kv" ~(s}^natP Pn itin r W Z8 Ft. L Force - - - B -_2- K Main t1vT~lZ.s t}T A ~c- W i" _ 2 frD t1Z, .01 1 Distribution Trench Of 2 Pipe Aggregate I 1 Observation Permanent Markers Pipes (Anchor securely) Mound Using I Trench For Absorption Area IyO "t,0Kj;~3 1 S WN C_ pr VC ~LO~E S E~ Prt6l; 3 oF'~ Page S Of -7 Perforated Pipe Detail End View )Perforated End Cop PVC Pipe Q1oI~oe aooa i 1 aS Install permanent-marker at end of each lateral Holes Located On Bottom, Are Equally Spaced Q End Cap * PVC Force Main Distribution Pipe Lost Hole Should Be Next To End Cap Distribution Pipe Layout P S Ft. X (z, Inches Y Inches Hole Diameter "Y Inch Lateral I <<Y Inch(es) Manifold - Inches Force Main Z Inches # of holes/pipe \ Z Invert Elevation of Laterals 103.0 Ft_ NZ x 6Y k 2 c Z.$. 08 CGPlj Place lst hole 18 from tee with succeeding holes at 3 b" intervals. Last hole to be next to the end cap. Combination Sepptic;Tank and PUMP CHAMBER CROSS SECTIOW AK1D SPECIFICATIONS • PAGE 6 OF .,1 VENT CAP WEATHER PROOF Ju1JCT10A! 90X 'i"C.I. VENT PIPE APPROVED LOCKING '-.10' FROM DOOR, MANHOLE COVER A-111'" WIIJDOW OR FRESH wARNWG Ll4gEL. AIR IIJTAKE co►aputT ij ' 1<L a 8. S t G~ I te'ruu. PROVIDE I I1JLE T AIRTIGHT SEAL I I i I 8 RFF~~S ~ I I C I v A I I I APPROVED JOIWTS APPROVED JOINT W/cI OR Tank construction ~I) ~~PE~~c W/C.I. PIPE ALARM shall comply with " I 1 ILHR 1;3.15 and 83.20 e I I I I orJ C ) I 8 °1.-I S LLEV. FT PUMP OFF 0 COAICRETE ~L. 8 tel. 00 9LOC,K 3" APPRWED RISER EXIT PERMITTED ONLY IF TAIJK MANUFACTURER HAS SUCH APPROVAL. gED01t+I~ E S PE C I F I CAT10 kJ S SEPTIC 'i ,3 I- N" 1%-LLLL( DOSE WL~3~Z CONCP.~TB ~'QOOUeTS 14 , O TAwK MANUFACTURER: NUM9ER OF POSES: PER DAy ~~+~~Ie TANK SIZE : \Z' SO / SO GALLONS DOSE VOLUME Z S.S. ELL~TS2.U (LISTE"'►S INCLUDIW6 BACKFLOW: ~Z 'y GALLONS ALARM MANUFACTURER: MODEL NUMBER: t~)l `4w CAPACITIES: A= 2-8 INCHES OR L~S~•ID GALLOWS SWITCH TYPE: 1L'1r_mCQt?_`-f $ = Z INCHES OR 3 G(LLONS PUMP tkAUUFACTURER: ZOC-L,L.eT CAS'O1YN" C.- 6 INCHES OR 1121 " CALLOUS MODEL NUMBER: 0$ D- INCHES OR 1\1SZ GALLONS SWITCH TYPE: Y-A(a\Zz V1L( 1JOTE: PUMP AND ALARM RC TO BEgI, MIMIMUM DISCHARGE RATE Z.8' (Za GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFEILENCE BETWEEU PUMP Off A1,10.015TRIBUTIOU PIPE.. -I.. `S FEET + MINIMUM NETWORK SUPPLY PRESSURE 2 SO FEET T- + l00 FEET OF FORCE MAIM X 1.!'fa F/OFT.FRICTION FACTOR. FEET TOTAL D9UAMIC. HEAD = 1`36 FEET DIAMETER Pump chamber IIJTERIJAL DIMEIJSIOM~ OF TANK: LENGTH ;WIDTH ;LIQUID DEPTH BOTTOM AREA - - 231= _ GAL/INCH AS PER MANUFACTURER X6.11 GAL/INCH • ~ T~R6~ ~ a F 1 HEAD CAPACITY CURVE 3 7/8 6 1/4 _ MODEL "98" 30 4 5/8 8 25 9 3 5/8 = 6 20 m U 6 Q M 1-1 ~3 ~ 15 4 3/16 4 J o to i8, 08 1 1/2-11 1/2 NPT 2 5 U.S. GALLONS 10 20 30 40 50 60 70 80 LITERS 80 160 240 O FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING CAPACITY 12 HEAD UNITS/MIN FEET METERS GALS LTRS 1 1.52 72 273 10 3.05 61 231 31 15 4.57 45 170 20 6.10 25 95 - 3 5{/ 16 Lock Valve 23• ~1. CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and • Mercury float switches are available for controlling single and supplied with an alarm. three phase systems. • Mechanical alternators, for duplex systems, are available with or • Double piggyback mercury float switches are available for without alarm switches. variable level long cycle controls. SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. Standard all models - Weight 39 lbs. - '/2 H.P. 2. Single piggyback mercury that switch or double piggyback mercury, float 98 Series Control Selection switch- Refer to FM0477. Model Voles-Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075. M98 115 1 Auto 9.0 1 or 1 & 7 - 4. See FM0712. for correct model of Electrical Alternator, "•E-Pak". N98 115 1 Non 9.0 2 or 2 & 6 3 or 4 & 5 5. Mercury sensor float switch 10-0225 used as a control activator, specify 096 230 1 Auto 4.5 1 or 1 & 7 - duplex (3) or (4) float system. 6. Four (4) hole "J-Pak", junction box, for watertight connection or wired-in sim- E98 230 1 Non 4.5 2 or 2 & 6 3 or 4 & 5 Alex or duplex operation, 10-0002. 7. Two (2) hole "J-Pak••, for watertight connection or splice. CAUTION For information on additional Zoeller products refer to catalog on Combination Starter, FMO514; All installation of controls, protection devices and wiring should be done by a quali- Piggyback Mercury Switches, FMO477; Electrical Alternator, FMO486; Mechanical Atemator, tied licensed electrician. All electrical and safety codes should be followed includ- FMO495; Alarm Package, FM0513; Sump/Sewage Basins, FMO487; and Simplex Control Box, ing the most recent National Electric Code (NEC) and the Occupational Safety and FM0732. Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO. P.O. BOX 16347 ` Lowe, KY 402564W Manufacturers of . OELLE/~ O_ s"'P~;sW~ KY 40216 f~O m (502) 778-2731 • 1(800) 928-PUMP tQUAL/TY PUMPS SNCE /.M. ri FAX (502) 774-3624 Wisconsin Department.of Industry, SOIL AND SITE EVALUATION REPORT Page of 3 Labor and Human Relations .-7roision of Safety & Buildings in accord with ILHR 83.05, Wis. Adm: Code COUNTY ` ST . GR~ l X Attach complete site plan on paper not less than B 1/2 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. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: N!SL LL L1 D D LIZ PROPERTY LOCATION TT., - COU ~ V S1> O S j C. GOVT. h fJt3 1/4 N E 1/4,S Z Z T Z 9 N,R I 6 E (or& PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # Z3oX ~3 - CS CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE [MOWN NEAREST ROAD QwLEXL t=tttLg WJ Sq(5ZZ- (IIS) y2S- noo w/-y Ct1'Z- Tv >J S ti lZ p(J New Construction Use [ j Residential / Number of bedrooms [ J Additign to existing building J Replacement Public or commercial describe Sf~l ~p~6E `-f PrRD Fog RVZC4 CL_q-WJ1 S , Code derived daily flow ~~SO gpd Recommended design loading rate - bed, gpd/ft2 O-3 trench, gpdlft2 Absorption area required 3'1 5 bed, ft2 3 Z S trench, ft2 Maximum design loading rate o - -S bed, gpd/ft2 0.6 trench, gpd/ft2 Recommended infiltration surface elevation(s) \Z 'L- S ft (as referred to site plan benchmark) Additional design / site considerations "tau r-~ w Tzz9-4 c ti C s ee~ tit (3T-Q- Oki %--Pr'sE Z~ Parent material s t LYy ov k:EX C- Flood plain elevation, if applicable N • A • ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for stem El S OU Lid S0 U ❑ S O U ❑ S ®U. ❑ S RIU ❑ S o u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourclay Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench RX. J<; ) 0-10 10 "L 3IZ si \ Z'FSbk~~ c 5 - 0.5 n. l~ >:~x:<.;~ Z 10 26 to ~l2 Sty s! I Zwt sbk ~N s o- S 0. b v'~~ C►ti - o• S Ground 3 Z6-33 l0 ~R 316 - s S bIx elev. 1oS.0ft 33-3~j jo`•lIt yj6 - S o s9 m ~S _ 0.7 n•$ Depth to S 3 9 -6 4 1Z 4v- Y/3 -Is ` vt 313 C ~ limiting factor3 << S Co"- W S 1 `1 ~'1 CL L[ 1 S t 1 T t~►v G ct_ V'-L Remarks: Boring # <:..:<; 0-13 l~l`1R 3lZ - sal 2+'36K Z Z 13 3S 10 L-l.tZ 3!` - S1 Zwt 5bk yn C g - o. S o. 3 3s_qq kc) ~!3 StiR sia C1 wt - - - Ground J 1 el 2 ft. S E S pt r Depth to limiting factor 35" Remarks: CST Name:-PleasePrint Phone: Arthur L. We erer 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: Date: CST Number: q6-~6-~0~~ b M00576 PROPERTY OWNER~ZI-Cj"Nrl U~Sn0 `C. SOIL DESCRIPTION REPORT Page• Z-` 3 PARCEL I.D. # Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft Boring # Horizon in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boundary Bed Trench ` o, ► mot.R 3! Z - S1 2'F5bkt w~ H C S o.5 0.C Z g -28 l 0 ~t ti 3!~ _ S i l Z vn s b k wt 'f'4- C w o. S Ground 3 Z~'-3 3 10 u tz 31 G 5 1 w1 s b k r~ U ~I- cS v• y v-s ele. 1olV0 ft. Lf 33.So lll`ttZYl3 y12 Sly, O 1 ~ Yh `Fi ' Depth to S 11c IU tl T`e Vb]Sl A limiting factor Remarks: Boring # o-1y \b'112 31Z S) 1 Z S I,h wt rh ~S o. S a- b L kq-~(0 lo`itZ s Z e 1 a `ti, 1M 'F ! - 3 Ll 6 'S1 k o Ll t2. U!3 .5 ~tR Sig Ground elev. 3 S TS lh- VYr k3 Cq:.L ft. Depth to limiting factor Remarks: Boring # o ~ so ~n 1 z ~ ~ ~ t a s Lt S ~o rL U G P `[U 'Pc L LtU hj FAJ ! Ground elev. C K S 0►v . ft. Depth to limiting factor Remarks: Boring # ' t i. Ground elev. ft. Depth to limiting factor Remarks: - BRn-9330(R 05/921 STC-105 SEPTIC TANK MAINTENANCE AGREEMENT / St. Croix County ,'p OWNER/BUYER 76o Iylar. • rco~a- '_7 C- - (~J ' L► MAILING ADDRESS c ! 3 A , ~z, PROPERTY ADDRESSI 61 ` A (location of septic system) Please obtain from the Planning Dept. ~ 5 fr'zf " l &17' CITY/STATE r PROPERTY LOCATION AJ 1/4, AIE 1/4, Section T2j_N-R_Z5~__W TOWN OF ST. CROIX COUNTY, WI SUBDIVISION O LOT NUMBER _ CERTIFIED SURVEY MAP 532% VOLUME a, PAGE 304, LOT NUMBER - Improper use and maintenance of 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I/We, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED: / DATE: St. Croix County Zoning Office Government Center 1101 Carmichael Road 11/93 ' Hudson, WI 54016 i _ 8 T C - 100 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only .result in delays of the permit issuance. Should this development be intended for resale by owner/contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property rzt C - ' j Location of property .Gtr(J 1/4 6VL 1/4, Sect on,T~N-R1~ W Townships-ter -t Mailing address far 93 li/tt G Mix Address of site Q Subdivision name C LkA Lot. no. Other homes on property? Yes No Previous owner of property lez. Total size of property l 14. Total size of parcel Date parcel was created G Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house) ? Yes ----fib Volume /1bly and Page Number as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER AND THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the ffice of the County Register of Deeds as Document No. !5'qo a q I , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of the County Register of Deeds as Document No. Signature of Applicant Co-Applicant Date of Signature Date of Signature /.2-a0 C 53990' CERTIFIED SURVEY MAP Located in Part of the Northwest Quarter of the Northeast Quarter Section 22, Township 29 North, Range 18 West,' Town of Warren, St. Croix County, Wisconsin. COUNTY MONUMENT PUBLIC LAND CORNER OF RECORD NORTH 1/4 CORNER OF SEC. 22, T.29 N., R.18 W. NE CORNER OF SEC. 22, T.29 N., R.18 W. FOUND RAILROAD SPIKE STATE_ TRUNK_HIGHWAY_ 12 R.O.W. LINE ss.oo N 89'05'22" E 2665.34' _ _ CENTERLINE S.T.H. 12-'--~-- 375.45' -N,.591 22" EL:; CENTERLINE OF DRIVEWAY - - 6p---_ _ - "-'.fi-- - am -NORTH LINE OF THE NE 1/4 80 A i 1 pk Off' f i WS i`' WSOp0"' R.O.W. LINE oo'h' y~3 I a I bo0,r. ~c S _O'°° r 0 0' r N N I I N N°o 150' SETBACK LINE Lo I Z I I " Prepared for and at the request of z 11 ~l; Bill Liddle W W Off, 60 Tri County Disposal i1'`.~ of 98 - Hwy 35 ° -°a JI ;y ao.00'I P.O. Box 93 P o ° Z; a al River Falls, WI 54022 W V' F IN, Drafted by. James M. Brault i N 89'05'22" E `tir © , ao 518.39 FUTURE ROAD N % - ~ ~ O ' FENCE IS 1.1' WEST OF THE C M N n WEST LINE OF THE NE 1 /4 cv a m M N W 3 Of p, O h ,y/, pyyq ,~~q~ Oi ,p N tp3 A~, C 5 C'~ay V W N O N ~F z C7 LOT 1 ; 1 =0W W333 o :r l -3 L 3 1✓ QJ(' 1 1 W ~ `N a 1 Y; z N V' O M M O -ji z TOTAL AREA co --too Noi w N~ S z p p o °P to a F- 514,417 sq. ff. d: VP z 11.81 acres sT . CROIx C o z En z z z O ~ p0 T-h@C15'148 % T' P 00 OF Wisc. :1it1g as1~ I V) o -4 161 o n _a) °o r Qom': O Parks Owilm 111 1 8 O N m z DOUGLAS J. v ~ ~ W W co ZAH if recar ~d rn within 30 daF),}t 19 ~ y ? 0 L ~ ~ 4i S. approval dattb z N N N co 0 ".tpprovrai sha6t $ m z S UIv ~t ti! $ W rk~ i m o ld W 6.93' a 01 01 v z FENCE - 660.01' 5.46' SEE NOTE "A" z S 89'18'45" W SOUTH LINE OF THE NW 1/4 OF THE NE 1/4 UNPLATTED LANDS County Section Corner Monument - of Record (Found Aluminum Monument) GRAPHIC SCALE Set 1" x 24" Iron Pipe weighing c--i 7L 190£ HOW 11 'Zoe Z 10 Z }says i •AauJo1}D `.UD }Ob}UOO Jo aaual 6UTAOwaJ aJolaq p910D}U03 aq plnoys y}nos ay} o} JauMo puD 60.iUiOfpD 941 •sJa4}o Aq passassod aq ADw }Dy} DaJD UD _S 90U91 ay} puD L.. 1ol 10 auil y}nos ua9Mlaq D9JD 9yl V. RON ~~i1S $cj Di~b 6UTAGAJnS AUDI 3 V V SIM 9-VLZ 'ON Jo~CanJnS puDI pajajs16a~ ` OsZ SH a}DQ y p sDj6noa Z ~3lNbZ co r wianoa 1y JSIAA 10 •p pow 10 S1UDUan03 puD SUOI1OUISW 'S1Uaw9sD9 J9410 JID o} }oafgnS •(saJOD Cp•CL) 1991 aJonbs 6uiuiD}uo0 •6uiuui6aq }o }uiod ay} o} 1991 68•29L }o aOUD}sip D 1saM spuooas $,0 sa}nuiw 00 saaJ6ap 00 44-JON '9011 }Sane piDS }SDI 6UOID 'aouay} !Ja1JDnb 1SDa41JON piDS 10 gull }Sane ay} o} }aa1 10•ogg 10 aOUD}Sip D }saM spuooas 5$, sa}nuiw gL saaJ6ap 62 41noS 'auil y}nos piDS 1SDI 6uolD 'aOUa41 !Ja1JDno }SDay}JON ay} 10 J91JDn() }s9My}JON piDS 10 gull y}nos ay} o1 1991 g-V•g-VL 10 9OUD1sip D }SD3 spuooas -VO salnuiw 00 saaJ6ap 00 41noS aouay} `1991 69*9V l 1O 9OUD}sip D J01 }SD3 spuooas OC sa}nuiw -V0 saaJ69p 5L y}nos 10 PJ040 D sDy anJno piDS '1991 gZ•gtl, 10 aOUD}sip D }SD9-y}JOU ay} o} anDOUOO anJnO D 10 0-ID ay} bUOID aoua141 :1991 6C•21,9 10 9OUD}sip D }SD3 spuooas ZZ salnuiw 50 saaJ6ap 62 141-JON aouay} :6uiuuibaq 1o }uiod ay} o} 1991 -Vo,gZS 10 9OUD}sip D }saM spuooas t0 salnuiw 00 saaJ6ap 00 41noS 'ZZ uoijoaS piDS 1O J9lJDn() ISDO41JON 941 10 gull }saM ay} 6UOID 6uiJDaq pawnssD uD u0 'aouay} •ZZ U01109S piDS 10 JauJoO Ja}JDnO 41JON ay} 1D buiuui6a8 :sMOIJo1 SO pagposap IuisuoosiM 14}uno0 xioJO •}S `uaJJDM 10 UMOJ '}saM gL QbUD~j 'y}JON 6Z diysuMol 'ZZ uoi}oaS 1o Ja}JDnO }SDay}JON ay} 1o J91JDno 1s9My}JON ay} 10 1JDd D paddDw puD pa/CanJns anD4 1D41 A1i}Jao Xg9J94 'JO,<anJnS AUDI wsuoOSiM p9J9}S1ba8 'J9114DZ •p SD16no4 11 3.LVOI~ LL83O s,8w,3A8ns • STATE BAR OF WIS,,:ONSIN.FORM 1 - 1982 5"* ,q 0341 -WARRANTY IT~~Y DEED t VOL DOCUMENT NO. REGISTER'S OFFICE ST. CROIX OTY., W1 . Reed for Record Tom M _~r?~011a------- MAR 4 1996 This Deed, made between -i -J- and Carrie Furlon his wife b . Timoth McNau hton her Power of Attorne at 9;30 ~ N Grantor, a k a Tim McNau hton I and TCD MATERIAL RECOVERY INC • and Register Deeds I4 A Wisconsin CorporationGrantee, THIS SPACE RESERVED_FOR RECORDING DAT Witnesseth, That the said Grantor, for a valuable consideration I One dollar or other good and valuable consideration NAME AND RETURN ADDRESS St. Croix ii conveys to (iruntce (lie fulluwing described real estate in c~. o p c. C"Un Y, tilatc ul Wisconsin: i I T ANSFER 042-1061-30 'I D (Parcel Identification Number) ii I Part of the NW,_ of the NFr of Section 22-29-18 described as follows: II Ii, ii filed February 23, 1996 in it Lot 1 of Certified Survey Map 11 ' Vol. "11", page 3061, Doc. No. 539907. easement for ingress and egress as SUBJECT TO an 80 foot TOGETHER WITH AND 1t shown on said Certified Survey Map• of Attorney, Tim McNaughton a/k/a Timothy McNaughton, I Carrie Furlong, by her Power for the purpose of releasing any joins in the execution of this document solely virtue of the Wisconsin have in the property described herein by , interest she may Marital Property Act. i This is not homestead property. I (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And grantors I warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except of record, and easements, restrictions, reservations, and covenants, if any, I highway rights of way and will warrant and defend the same. S T March , 19 96 day of Dated this (SEAL) (SEAL) r To M. Furlong (SEAL) ` G (SEAL) arrie o • a/k/a Tim McNaughton ACKNOWLEDGMENT AUTHENTICATION STATE OF WISCONSIN ss. Signature(s) a/k/a Tim McNaughton and Ti 'thy McNaughton, pi rcP County. _ , ~_C- „,a rt,;t day of ~ 099 ~ ~r - J Y TTT V nQ N X V J a~ O O~ Nrl S9 +tls 1s ids 4E~ _ 4-) 1 d m ~ Nr • S 099 ~ ~ 12 J g e t ~ J v 3 _ b o~ 2 "A S 9 ~,s 0 ry Q1 ~ O r ~4J N S-' h V to '-1 of ~ O O 4-J~J ~ y ri ` z . 4, 0 V CA O ~ J ~ n 7n'~