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008-1045-40-000
o ~ ~I 3~n ~ d t° r/1 I ~ ~ ~ n ~ ~ ~ ~ I I ~ ~ ~ " I °-' ~`° ~ ~ ~ '"I ' `1 ~+ . ~ cn 3 I ' ~ T. y Z ' o o ~ ! ~ R1 ~+ °o c p !V • L ~ rn ~ g ~ ~• ~ ~ cu y i ~ Q C l r I N N fl' ~ 7 Q W W ~ N~ W rr~~ ^ I~~~ A ~ C <~') ~' O C ~ b R O I ~ g ~ ~ ~ w n~ I ~ ° ... I ~ ~ I o °"' d ~ ~' o °' ~AVD, ~ a~' ~' I ~ ~ ~ -~ °° i o n . o o D l I 3 O °'~~; I ~ ~ o ~ w I N fD N N~ I ~ W w C ~ ~ ~ ~ ~+ I O SOt O O 'c C r ~~ / ~ I i N C ~ I N~~ W CT ( / [ ~ _ ~f ~ ,~, ~ ~ ~ ~- w N I 3 ~ ~I I a ~ ~ ~ I z ° ~ D ' _ N o I ~ O - - _« ~ ~ I ~ ~ ~ ~ ~ p y N• I tlVl I ~ ty N v ~ i n a I ~,,~ I n ~ ~ a 3 Z I ~ ~ N ~ i a I ~ ~ N A Z ~f I ~ a I A z I I ~ m N ~ I a ~ ~ z I ~ ~ I 8 ;, i A ~ ~ I B ~ m ~ ~' I ~! z ~ I N _ ~ I o m a I c~ n ~ ~ ~ ~ I ~ y ~', ~ I ~ ~ o a ' I ~ n. m I a i I o ~ y I w a. 0o I ~ i v I i ~ I ~ A ~ O -~ ~ N w I ~ ~ o I m I I o I j ~ ~ I ~ ! oro I ~ ~ I ~ ~ e o i. I ~ a Parcel #: 008-1045-40-000 01/23/2007 10:52 AM PAGE 1 OF 1 Alt. Parcel #: 15.28.16.232A 008 -TOWN OF EAU GALLE Current ' X'' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-owner BRIAN J & SHEILA D GEDATUS O -GEDATUS, BRIAN J & SHEILA D 2474 30TH AVE WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description ' 2474 30TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 36.000 Plat: N/A-NOT AVAILABLE SEC 15 T28N R16W 40A SE SE EXCEPT CSM BlocklCondo Bldg: 6/1690 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 15-28N-16W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1141 /444 WD 07123/1997 1077/118 QC 07/23/1997 750/427 9Af1P CI IMMORV Bill #: Fair Market Value: Assessed with: 171064 Use Value Assessment Valuations: Last Changed: 08/04/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 24,600 195,500 220,100 NO AGRICULTURAL G4 6.000 700 0 700 NO UNDEVELOPED G5 18.000 8,300 0 8,300 NO AGRICULTURAL FOREST G5M 8.000 4,100 0 4,100 NO OTHER G7 2.000 3,400 7,400 10,800 NO Totals for 2006: General Property 36.000 41,100 202,900 244,000 Woodland 0.000 0 0 Totals for 2005: General Property 36.000 41,100 202,900 244,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 12/06/2005 Batch #: 05-57 Specials: User Special Code Category Amount 010-GARBAGE SPECIAL ASSESSM ENT 192.00 Special Assessments Special Charges Delinquent Charges Total 192.00 0.00 0.00 Wisconsin Departc~ent of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. TANK INFUKMATIUN TYPE MANUFACTURER CAPACITY Septic /OD1~ Dosing v . ~ l"O Aeration Holding - -" TANK SETBACK INFORMATION ~ jc~ _ ~,~.~ 16 ~..~~,,~ ~, TANK TO P/L W~LL_ y Y BLDG. ~ Ve~ Air Intake ROAD Septic 3~p ~, C Q~ > (nU / Dosing ~ ( \ ~ ~ U t Aeration Holding PUMP/SIPHON INFORMATIO~~ ~~y1P~ ~ i Manufacturer '" Demand GPM Model Number ! ~~ ©I/ ~~ TDH Lift Frictio Lo System Head c~ TDH Ft ~. ~, •~ -- 22. z Forcemain Le,~t~tn t Dias /, Dist. t~ ellr County: St. Croix Sanitary Permit No: 404904 0 State Plan ID No: Parcel Tax No: 008-1045-40-000 ~- STATION BS r FS ELEV. BenchmarjjmZ (~ I•~ I ~•,L ~O~• Alt. GI ~- "n l0'2. ~ 10.1 `Z Z, 7 Bldg. ewer SUHt Outlet Dt Inlet ~,~ l Dt om n.~ ~ S Header/Man. Z" l ~ n.e ~ ri-l-c y ~, • 9 .9 Dist. dyed S Piv~- ~~<I ~ 3,q Y ~9 Bot. System ~ Sle [, 3. ` , Final rad~ ,!r S" {y /DI St Cover ~ SOIL ABSORPTION SYSTEM ! f ~.~it7in~n /, ~ ,c ~ ~ ~ n A _./, . ,L , / BED/TRENCH Width / Length /_ No. Of Trenc v PIT DIMENSIONS No. Of Pits ~ Inside Dia. Liquid DIMENSIONS 3 ~J ~ / ! , ~/~ , SETBACK t SYSTEM TO P/L BLDG WEL AKE/STREAM LEACHING CHA ER O Manuf re~j: ~ ~ (rF INFOR dATION Ty Of System: t p~ ~ o j ~ C ~- uN fylglieyNumber. 71db l V ~~ DISTRIgiJT10N SYSTEM '~ r1 d LLtA.I.,,ti~..~ / L--.. Header/Manifold t >t ` (f, Length l Dia ` Distribution 3 ~ Pipe(s) f r I,, r Length ~4 Diaacing~_ x Hole Size ~' x Hole Spacing --~ ent t Air Intake SOIL COVER v Drnconrc c.,~+om¢ nnt.~ YY Mnunrt nr ot_(;rade Systems Only Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ?t ~ / .! Bed/Trench Edges Topsoil Yes No i Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ /I~/OZ'' Inspection #2: / / S-~ ?~~ Location: 2474 30th Avenue Woodville, WI 54028 (SE 1/4 S 5 T28~i R16 ) NA Lot P rcel No: 15.28.16.232A Ta a~=~ue ~/ C'Q SiTu '~'C {c~d /~ -~G- q~ „~/LeA.a'~lP /~~-~a ~c~d~. 1.) Alt BM Description = Y J a~( N.(.~.vt,~•,~ (;~ ~?~yw~ ~'lG~~-Or/ -~v G~i~,QyY000~~ 2.) Bldg sewer length = JOU ' rJy"./ Q ~rr~ ~ c/ - amount of cover - </ ~G ~/ ''`~~ ` ~<'S`~~ ~ ~ ~2 O ~u~~~ 7 ~2 ~`'~ Off` < - 7 s ,~. D: Plan revision Required? ~l Yes ~: =~"~~ No (~ ~ ~ ~ __ ~c=~!>~-` ___ ~~ ~a sue}! -- --' Use other side for additional information. , Date Insepctor's Signat re Cert. No. SBD-6710 (R.3/97) tLtVA I IUN UA i A 'ermit Holder's Name: City Village X Township Gedatus, Brian Eau Galle Townshi ~ST BM Elev: Insp. BM Elev: BM scriptio Safety and Buildings Division County /~ ~ l ~ ~ ~ .~ 201 W. Washington Ave., P.O. Box 7162 J y/ ~7- jSC~i~S~~ Madison, WI 53707 - 7162 Site Address De ~rtment of Commerce. 2. ~-~{ ~j0 ~JE Sanitary Permit Application/~cr-~~O9~L I d h C i 83 21 Wi d Sanitary PerCm/i{t~Numgber `" ~ 10 n accor w t omm . , s. A m. Code, personal information you provide a / ~ ma be used for seco sea Privac Law, s15.04 ~ t Check if Revision I. Application Information -Please Print All Information ,.; ', 's ' State Plan I.D. Number ~, ~ ~ _ r----, Property ~ ,r~ _ ,/Owner's Name Parcel Number tip Qj ~ ~ -O!~ 'f'' ] l~! 11 5.2 ~(~• 232ft Property Owner's Mailing Address +-- r ~Properry Location ' / r~ , , ` `f' ~ S dD~ /t t/ G~ G 34 ~'E '4; S /S T ~ N, R!(2 City, State Zip Code , Phone j~gp~•Y r Lot Number flock Number ~, ~ ~ ,~ Su 'vision Name CSM Number / ~c. ~ V II. Type of Building (check all that apply) a,s per S I ^ ~1 or 2 Family Dwelling -Number of Bedrooms - ^Vlllage ^ Public/Commercial -Describe Use ~ _ ~ ~~r , ~/~ ~ownshi '~G 5 - p :? ^ State Owned Nearest Roa III. Type of Permit: (Check only one box on line A (numbering scheme for Internal usej. Complete line B iPapplicable) A' 1 New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to For County use S sum Tank Onl Existin S sum $ • ^ Check. if Sanitary Permit Previously Issued Percent Number Date Issued IV. Type of Permit:.(Check all that apply)(numbering scheme is for internal use).~6 /~-l[~ . 44 ~ Non -Pressurized In-Ground 21 ^ Mound 47 ^ Sand Filter SO ^ Constructed Wetland /' ~, l 22 ^ Pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line . _ ~p+~ ~ 45 ^ At-Grade 46 ^ Aerobic Treatrnent Unit 49 ^ eciiculating 30 ^ Other ~" V. Dis ersaUTreatment Area Informati on: Design Flow (gpd) Dispersal Area Dispersal Area So' lies on Percolation Rate System Elevado Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch) Elevation ~~D 3 Z S, ~~ S (. ~-(~ -- 7.9 ~~ ~ ,n ~ ,~ boo, b VI. Tank Info Capacity in ' Total Number Manufacturer Prefab Site Steel •Fiber plastic Gallons Gallons of Tanks Concrete Constructed Glass New Exlstiny Tanks Tanks $CptiC Tlt 1~4ht1A~-Tfli1I: ' ~Q IO~O qq .~,~ N~ tiV t'~ DosinY Chamber O VII. Responsibility Statement- I, the un fined, ass a responsibility for installation of the POWTS shown on the attached Plumber's Name (Print) D Pl is Si MP/MFRS Number ~ Busiaess Phone Number ~ = ~ ~~L l 139~ 6 3 7iJ z~s z~ y~s~ Plumber's Address (Street, Ciry, State, C o) ~5~~9 7og~ ~- ~~/~tan~~ w~ ~~7~'/ VIII. Count /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) ^ Owner Given Initial Adverse . Surcharge Pee) ~ .~7-~ ~~- ~ Detcrtninadon L.G_ . ~~ ~ IX. Conditions of Apprnnov__aUReasons Por D' prov 1 ~ L(_ _~ 9E! S S 7~°M'td' ~ ~ triSt~G-~ S~ per- ~~c~r1a,~ ~H: CT''a~Cmdr/- A f~ ~ y ,t ~ t ~ ~ ~ ~ , ~ $ -~ Il4fA.,. / Vet SQD'~L \ ~+~- ~ l~~ O~ /S(n M.~MA+~~ ~ ~ ~ > . , .~ ~ ~[~pttn.W~RM,~P--~i~l, .+.....,, w..,y.o.a yarns tw we a-vuucy owy~ for me system on paper not tech than sus x as tnehea m size SBD-6398 (R. OS/Ol) T.L. Sinz Plumbing Inc. E5609 708th Ave. Phone: (715) 235-2644 Menomonie, WI 54751 Fax: ('115) 235-2592 ~,( /~ .~... ~,~ `~¢ G' GQh~'JS vvww.tlsinzplumbing.com ~ '/~ ~ E'/~ s ~s' Tzs 2 c e ~ ~ r (~Di ~ ~o~~.f y ,~ ~-, e,~ fs ~~ t+rrt-o~- ~f Nom. ,~ ~; ~~ ~b v ~ ~„_~ , X39 . ~~ ~No ~ ~ ~ ~ ~ ~ l 08. Z +' D I nn,~ 1 o uJ-~- C~Zt-P ~l J ~ ~' I/ L I oo~ ;o S C: (~, ,v ~ ~W 'I Si 3 ~ ~" C3~~1~~ C~ ~' G~2 ~ ~ si ~Sf$w1 =1~ ~3~tsE v~ (~99 sr-~ ~~ sra~E ~~ ' L ~ ti I g,~ T2.~ '/ 5~. p„ ~ ~i.~ K 2 ,~. dQo curt-rrc ~~~ p. moo' ~ `,ser-~~c~ > Fct~ gc(£G 3D N i~ !`0~ ~~ ~ } ~~ 1~c~efG(~ ~ Firo~- ~lw~- `T..L. Sinz Plumbing Inc. E5609 708th Ave. Phone: (715) 235-2644 Menomonie, WI 54751 Fax: (715) 235-2592 ~(~ •)-. ~,~{ Lr¢- ~'P.dr4~'T"JS www.tlsinzplumbing.com 5E ~l~ ~ E'/~f 5 1 S' T-Z S 2- (b ~ T ~ ~J o r ~vW ~ i4-Lf ~ r C?,~°o- ~ ~D~~,f7 I~r~`~t = ~~~~ v~~~- ~.e,~e c~~ /ol. ~ o ~- C~t-P C~ ~ ~, lsf~ '-1~ ~-tsE v~ ~9g'''`p sr~ ~~ s~~ l~rE, ' L ~ ~~ 1 ~ TK.1<E i~~~.~ SD ' 1/ ~ SB!'v1LE ~vFGu~1T irxX~ wt i3o Sc~t /L~ T tvt~vlL ~ ,~-ion F t~r2 aQo ~~-r'~ srhF.F 3a ~~~ p. ~~~39~b ~ ~' ~ ~~ r ~~RICI~AL Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in arrnrdancP with Comm A5 Wis. Adm. Code i~Z~~o Z 1476 Page 1 of 3 Certified Soil Testing County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. /~ Parcel I.D. ~ rV qZ _~ o4S'(b _a e v Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Gedatus, Brian & Sheila Govt. Lot SE 1/4 SE 1/4 S 15 T 28 N R 16 W Property Owner's Mailing Addre~ Lot # Block # Subd. Name or CSM# 2475 30th Ave. City State Zip Code Phone Number _ _ City ~1 Village ~ Town Nearest Road Woodville ~ WI 54028 715-265-4817 Eau Galle 30Th Ave. /l New Construction Use: J Residential /Number of bedrooms 2 / Code deri ow rate 300 GPD Replacement _ ,,,, ~ Public or commercial -Describe: ,. 4 ~=_! / .-, Parent material till ~''-~ od p aam a~vation,~iK~ppti ble NA General comments r~ ~..,iy ' `Et i V~j~ ` `% ~ and recommendations: install 2 - 2.7' x 50' stipulation 1099 chamber trench , ~ ~ system eleva lo~t5 (97.9 6) 4' below nominal trench contour center lines (101.9 & 100.6} - r r _.. ~ ~ . ) Borin ^ Borin # ~_, 9 g •~°~ ST `~~~• 1V'v ' ~ Pit Ground Surface elev. 101.4 ft. Depth t Ijmi>iing f>~ 0 •'r11~.: • . Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bound2ry • oots GPD/ft' , ' `' ~ 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~ •• ~ 1 0-6 7.5YR 2.5/2 - sl 2 m gr s 1f/m .5 .9 2 ~I 6-34 10YR 4/4 - sl 2 m sbk mfr cs 1 m .5 it .9 3 34-100 10YR 4/6 - s 0 sg ml - 1f .7 ~ 1.2 -- --~-~. / -- q~ •~t stratified 7.5YR 3/4 Is: 1" @ 43,51,56,60,66,71,75,81; 1 vert 7.5YR 5/8,5/3 root mot @ 28" a goring #-~.'': Boring Pit Ground Surface elev. 101.4 ft. Depth to limiting factor ~ 106 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 ! 0-5 ------ 7.5YR 2.5/2 - sl 2 m gr mvfr cs 1f/m ~ .5 9 2 I! 5-42 7.5YR 4/6 - sl 1 m sbk mfr cs 1 m ', - .4 6 3 42- 06 10YR 4/6 - s 0 sg ml - 1f .7 1.2 ~ ~S _..__--~ ~ , ~~y~ ~L stratified 7.5YR 3/4 Is. 1/2" @ 54, 68, & 76 Effluent #1 = BODS> 30 < 220 mg/L and TSS 30 < 150 mg/L ffluent #2 =GODS < 30 mg/L and TSS < 30 mgC. CST Name (Please Print) Sig t e: CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 1/26/2002 715-233-0398 Property Owner GedatuS, Brian & Sheila Parcel ID # Y~l~ Page 2 of 3 Boring # Boring /) Pit Ground Surface elev. 99.8 ft. Depth to limiting factor > 105 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-6 7.5YR 2.5/2 - sl 2 m gr mvfr cs 1 f/m .5 .9 2 6-36 10YR 4!4 - sl 1 m sbk mfr cs 1 m .4 .6 3 36-105 10YR 4/6 - s 0 sg ml - 1f .7 1.2 ~, y ~ ~ ~' `~ g~, i stratified 7.5YR 3/4 Is: 1" @ 69; 1/2" stratified 7.5YR 5/8 s @ 82 & 90 ^ Boring # i Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots P : in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 I '. -- -- ^ Boring # v---1'Boring ' 1 Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~I i i i i I 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8130 (R.07/00) Certified SOiI Testing I ~f ry i .y vt J d r~ _0 (~f ___f- d .~ d S d J 1 ~ ~ ~ ~ r . .,- f 0 ~, ~~ M ~ d `~~ •_1 `^ f _ d .,~ ~~ ~~ ~~ --~ ~'~ f ~~ ! ~ ,, -~ -~ ~' ~~ 1 y ~ -~ i;~ ~ 'h, _j g ~ 3 ~ i ~ ~ ~ ~ 1 ~t ~o ~ ~~ o ~ i ,~. ~~ rr~. +6 ~ ~ .. 0 9 ~~ p ~ ~~.~ c .~ J c~~ ~, ~ ~~ ~ T 4 / ~ ~ .! c+' -~ J f f cr ~ r ~ ~~ v ~ ~ ~ ~ ~~ ~ ~ ~ - , as ~ ~ ~ 3 a ~-, s t'c~ 9 i ~- J J 7 L ~ r~ o ~ ~ V ~~ ~- f^^ 'J ^-11 r D V d -~ ~ ~~ ' ~ ~ ..~ d ; _ ~ ~ s x ~ ~ ~ _ ~ d ~ ~ ? ~ a .~ J ~~ I ~^ AI U s ~ ~ ~ J o 'mod ~ ~ ~ n v _ ~ a ~ ~ ~ ~ ~ (~? ~ ~_, m a -_ _?__== -_>,=- .. . ~ .. ....... .•.. ..v.... r~y.ryy / Mn~H -LOCKING~COVE~R ~'~ 4U-CK DlaC,o.-VtL7--~ r ~~ 1,L., -----~ ~° PIP6 3' p ~NoIS1uRPaED So I t_ /.~.c.t r ~GWitWLD. cT 3rlN'7~J P-Pt ~EC.TroNS e~ ~~ SEPTIC E OSE 'A-.-..5 ~~Rn i b'~ '~ •'~`!Za~ I.D. ~.;..~.. ., '~: it MNMi U 41E }. ~, ?.. A \ 4 D ~~ '4~i civrc~ .~ ~AF'FLES ``y `t~1.~. ~ <Q ~ -t\`v-o 1 T Z~v : h O w't 1. a.. ~ a~o.sw ON L ~~ p SPECIFI~CATI~IJ$ J-• WEATHERPROc)F • ~.n1NCTION ~c I :~ P vL ~ I a" 4 ~ i YEt•!TI ~' ' -r = _ _ ~~wfa:o H(xt q•. Q` ti.-h ~O 3' ono u+cp;,nx~ G cpuu0 4z~ PuxP 6toGK 14 • ~ •~.Q / , ~ ~, MA-JUFACTURCR: K.~ ~w ~ S.S' TA-JK SIZC ; \ ~~ r ~'~ GALUOU$ W~1BEa OF DOSCS. PEK DAB DoSf vD~uMC IIJCLUOIIJ6 pAGK/LOW: ~~'3 GA~~O>vS /'~OOCL -JU1hlSCR: • ~ ° I ~~ ``' CAPACITIES: A; a~Z" UJCHCS OK yy~ GA~IOI:S awITCH TyPf: ~~``" "'«O JMP /'SAlJUFACTURCR: /// C• SIG IUCMES pH g~0•~ GA~~O4j MODE I, 1.lUMDCR; l~ 3O ~~ l/ ~~+~yy,~ D~~-NCHESOR br„~ GAt~O,~: ~wITC H TAPE; ~`~'`~ "`~ "' IJOTE:: PUMP AUD ALARM ARC 70 pL MIIJIMUM OISCMARGt RATC G-N 1NSTAll.EO OtJ SEPARATC CIKC~~T, :RTICAt_ DIFFERfIJCf pCTWCCAI PUMP OFF AUD DWTRI~UTIOAJ PIPE., 1.-3 FEES ~v'~ • MlulnuM >vETWORK SUPPLY I'RfC>;URE ~ ~ ~ ~ ~ ~ ~ ~ ~ _ a FEET "~, • ~~ f CET OF i'ORC[ MAl1J X ~_. ~' ~~0/zFKICTIOU FACTOR. ~' ~ FEET ~ J• -" TOTAL Dy-JAMIC HC/~p c ~~•~' ~~ FEET v/L~ TERUA~. DIME1..16101JG •Of TA-JK: LE-JC.TH ;W;p'(H iLIQUIC) pEPTH 2 ~a~.` ~ F HEAD/CAPACITY CURVE w 14 3/8", 1/ HEAD EFFL 2" & 3/ CAPACITY CURVE UENT MODELS 4" SOLID PASSING CAPACITY a2 0 13s MODEL 42 4g 53/55 72 76 98 137 140 152 153 HEAD CAPACITY 57/ 59 13 9 41 40 40 3 1B1 Feet I4eten Gal liters Gab titan Col. tilers Got. Lfian Gad. lxsn Got. lilera Gol. lilac Gob Libra Cd. Ixws Col. L'tan 1 0 2 5 1.5 15 57 32 127 43 183 3B 1H 50 169 72 273 93 352 91 344 69 281 77 291 CURVE 38 1 5 10 3.0 „ 42 25 94 34 129 70 114 40 151 61 231 79 299 84 718 61 231 70 265 12 15 4.8 8 23 15 57 19 72 14 53 30 114 45 170 64 212 78 28B 55 201 61 231 SUMP 1 EFFLUENT 3fi 0 115 186 4186 20 25 6.1 7 8 -- -- -- -- -- -- -- -- 17 84 25 9S 78 B 1}6 30 68 59 257 223 H 3{ 167 129 52 42 197 159 MODELS 34 1 30 . 9.1 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 49 185 23 87 77 125 1 0 - ,G 12.2 -- -- -- -- -- -- -- -- -- -- -- -- -- -- 21 45 -- -- „ 42 112" & 314" 18" 32 105 50 75 2 -- -- -- - - -- -- - -- -- -- -- -- -- -- -- -- , ,GG ~° . 183 -- -- -- - -- - -- - - - -- - - -- -- -- - - - - - -- -- -- -- -- -- -- -- SOLIDS PASSING 30 9 70 21.3 __ __ __ _ _ _ __ _ _ _ __ __ __ __ __ __ __ __ 5 80 24.4 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 26 __ 9G 27.4 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- CAPACITY 80 18 "° 55 16 50 14 45 12 40 35 10 161 4161 163 4163 165 4165 185 4185 186 4186 188 4188 189 4189 191 Got. Liter Gal. liters Gal. litaa Gal. liter Gal liter Cd. afore Gal. lion Gad, lites 100 379 61 231 61 231 - - 58 220 145 549 146 549 45 170 93 352 61 231 61 231 -- -- 58 220 110 570 140 530 45 170 85 322 fi0 227 81 231 - - 58 220 134 507 135 511 45 170 79 299 59 223 60 227 -- -- 58 220 128 484 131 496 45 170 70 265 57 216 59 223 - - 58 220 722 K2 125 Q3 45 170 62 235 55 206 56 220 85 322 58 220 118 439 120 454 45 170 45 770 46 172 55 208 70 285 58 220 104 394 108 413 45 170 20 78 73 125 50 189 51 193 56 220 90 N1 97 767 45 170 - - 15 57 39 148 12 121 58 220 71 269 85 322 IS 170 -- -- -- -- 23 87 9 34 52 74 51 193 69 281 45 170 -- -- -- -- 10 SB -- -- 45 170 26 106 51 193 IS 170 -- -- -- -- -- -- -- -- 71 117 2 8 34 129 45 170 -- -- -- -- -- -- -- -- 18 80 -- -- 17 84 40 151 __ __ __ __ __ __ __ __ 4 /5 __ __ __ __ 70 114 __ __ __ __ __ __ __ __ __ __ __ __ __ _ 20 78 __ __ __ __ __ __ __ __ __ __ __ __ __ __ 10 JB S6H. (17.1 m) 66k. (20.1 m) 89f4 (26.4m) 73k. (223m) 114H. (31.7m 91R (27.7m) 1108 (33.5m 37ft. (41.Bm) 57,59 A CAUTION Model 185/4185 should rat be subjected 10 z0 o a0 5G fie 7o eo 90 100 110 1zo ,3o taG 150 cnLLOrus to less than 30 feet TDH. uTeas ~~~ ~T ~ NOTE: For Head Capacity on Model 112, Industrial column 0 80 160 240 320 400 480 560 FLOW a69 MiNUre ex losion proof pump, see FM0219. oo9azaa n L U 0 ooeazz6 ~ MODEL 211 264 266 267 268 270 4270 282 4282 284 4284 292 4292 293 4293 294 4294 295 4295 Feel Meters Gal. Lllers Gal. Liters Gal. Liles Gal. Lllers Gal. Liters Gal. Llters Gal. Liters Gal. liters Gal. Liles Gal. Litan Gal. Liters Got. Liles _ 5 1.5 82 310 90 341 128 484 128 484 128 484 132 500 127 481 1]9 678 140 530 -- - 19fi ]42 214 810 10 3.0 53 201 60 22] 89 337 89 33] 89 337 101 362 96 363 157 594 124 469 - -- 181 685 199 ]53 15 4.6 32 121 23 85 50 189 50 189 50 189 77 291 64 242 133 503 108 409 118 447 165 625 184 698 +~ 20 6.1 -- - -- -- 10 38 10 38 10 3B 56 212 34 129 106 401 91 344 108 409 150 568 168 638 25 7.6 - -- -- - -- -- -- -- -- -- 29 110 6 23 73 276 75 264 96 363 138 515 154 563 ~ ~ 30 9.1 -- -- -- -- -- -- -- -- -- -- -- -- - -- 42 159 56 212 82 310 121 458 14p 530 6b 35 10.7 - -- -- - -- -- -- -- -- -- -- - -- -- -- -- 33 125 65 246 108 409 128 483 40 72.2 -- -- -- -- - -- -- -- -- -- -- -- -- -- - -- 10 38 48 182 94 356 115 435 ~~ 50 15.2 -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- 58 220 89 33I ~ 18.3 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 13 49 59 223 J3 70 21.3 __ __ __ __ __ __ _ __ __ __ __ __ __ __ __ __ __ __ __ _ __ 23 67 -,~ Lock Valve: 19.51!. (5.9m) 18ft. (S.Sm) 21.5H. (6.6m) 27.Sft. (6.6m) 21.Sf1. (fi.6m) 29f1. (B.Bm) 26ft. {7.9m) 35ft. (10.7m) 42H. (12.Bm) SOk. (15.2m) 62H. (16.9m) 75H. (22.9m) 45 cr 293 oosao46 3~ HEAD CAPACITY CURVE ~° zc L3a, 2s7, -~~ 2,o SEWAGE MODELS ,, ,~ 2" SOLIDS PASSING CAPACITY z, i ZF~ ~yz ,r~ ~y~ _ A CAUTION Model 293!4293 should not be ho ~~ ~ ~ 320 ECC ~9,, _~~ ~ ~ ~ subjected to less than 15 feet TOH. © Copyright 2001 Zoeller Co. All rights reserved. 5 I EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP I DO read thoroughly all installation material provided with the pump. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. DO clean all debris from the sump. Be sure that the pump will have a hard, flat surface beneath it. DO NOT install on sand, gravel or dirt. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. 0 AI D' P F P S B f H dl' 9. 10. 11. 12. 13. D ways tsconnect ump rom ower ource a ore an rng. DO always connect to a separately protected and properly grounded circuit. SSPMA DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). MEMBER DO NOT carry or lift pump by its power cord. DO NOT use an extension cord with a sump pump. soMP DO install a check valve and a union in the discharge line. nNOSewace DO NOT use a discharge pipe smaller than the pump discharge. auMaMFRS. nssN. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE DO test pump immediately after installation to be sure that the system is working properly. OF QUALITY DO cover sump with an adequate sump cover. DO review all applicable local and national codes and verify that the installation conforms to each of them. DO consult manufacturer for clarifications or questions. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in property damages. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump ordewatering pump is necessary forthe prevention of property damages from flooding due to A.C. Power disruptions, mechanical or electrical problems or system overloading. Service Checklist ® A WARNING ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then unplug the pump -making sure you are not standing in water and wearing insulated protective sole shoes. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service prior to pump removal. A WARNING Submersible pumps contain oils which becomes pressurized and hot under operating conditions -allow 2'h hours after disconnecting before attempting service. CONDITION COMMON CAUSES A. Pump will not start or run. Check fuse, low voltage, overload open, open or incorrect wiring, open switch, impeller or seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. B. Motoroverheats and trips overload Incorrect voltage, negative head (discharge open lower than normal) impeller or seal bound mechanically, defective or blows fuse. capacitor or relay, motor shorted. C. Pump starts and stops too often. Float tight on rod, check valve stuck or none installed in long distance line, overload open, level sWitch(s) defective, sump pit too small. D. Pump will not shut off. Debrisunderfloatassembly,floatorfloatrodboundbypitsidesorother,switchdefective,damagedoroutofadjustment. E. Pumpoperatesbutdeliverslittleor Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- po water. ceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pumping chamber. F. Drop in head andlor capacity after Increased pipe friction, clogged line or check valve. Abrasive material and adverse chemicals could possibly a period of use. deteriorate impeller and pump housing. Check line. Remove base and inspect. If the above checklist does not uncover the problem, consult the factory - Do not attempt to service or otherwise disassemble pump. Service must be Zoeller Authorized Service Stations. Limited Warranty Zoeller Pump Company warrants, to the purchaser and subsequent owner during the warranty period, every new Zoeller Pump Company product to be free from defects in material and workmanship under normal use and service, when properly installed, used and maintained, for 1) Standard Warranty - a period of one year from date of installation or 18 months from date of manufacturer, whichever comes first OR 2) Optional Three (3) Year Warranty - a period of three (3) years from date of installation or 42 months from date of manufacturer whichever comes first. Parts that fail, (within standard or three (3) year optional warranty) that inspections determine to be defective in material or workmanship, will be repaired, replaced or remanufactured at Zoeller warranty is in lieu of all other warranties expressed or implied; and we do not authodze any representative or other person to assume for us any other liability in connection with our products. Contact Zoeller Pump Company, 3649 Cane Run Road, Louisville, Kentucky 40211-1961, Attention: Customer Service Department to obtain any needed repair or replacement of part(s) or additional information pertaining to our warranty. ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR SPECIAL, CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH OF EXPRESSED OR IMPLIED Pump Company's* option, provided however, that by so doing we will not be obligated to replace WARRANTY; AND ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE an entire assembly, the entire mechanism or the complete unit. No allowance will be made for shipping charges, damages, labor or other charges that may occur due to product failure, repair or replacement. This warranty does not apply to any material that has been disassembled without prior approval of Zoeller Pump Company, subjected to misuse, misapplication, neglect, alteration, accident or act of God; that has not been installed, operated or maintained in accordance with Zoeller Pump Company installation instructions; that has been exposed to but not limited to the following: sand, gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), wash towels or feminine sanitary products, etc. or other abrasive or corrosive substances. This AND OF MERCHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EXPRESSED WARRANTY. Some states do not allow limitations on the duration of an implied warranty, so the above limitation may not apply to you. Some states do not allow the exclusion or limitation of incidental or consequential damages, so the above (imitation or exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights which vary from state to state. © Copyright 2001 Zoeller Co. All rights reserved. POWTS OWNER'S MANl1AL 8t MANAGEMENT PLAN FILE INFORMATION owner . ,~ ~ ~ L,~- ~ 5 Permit # ~ p DESIGN PARAMETERS Number of Bedrooms ~ N'°`• Number of Commerdal Units ^ NA Estimated flow (average) Sd PAD pp gal/day Design flow (peak), (Estimated x l.5) gal/day Soil Application Rate ~, ~ gal/day/ft2 Influent/Effluent Quality Monthly average* Fats, Oil ~ Grease (FOG) s30 mg/L Biochemical Oxygen Demand (BODs) <_220 mg/L Total Suspended Solids (TSS) s 150 mg/L Pretreated Effluent Quality ' ^ NA Monthly average* * Biochemical Oxygen Demand (BODs) <_30 mg/L Total Suspended Solids (TSS) <_30 mg/L Fecal Coliform (geometric mean) <_10' cfu/100m[ Maximum Effluent Particle Size % inch diameter SYSTEM SPEGItIGA1 wn~ Septic Tank Capacity /DDD gal ^ NA Septic Tank Manufacturer ~Gil~ ^ NA Effluent Filter Manufacturer Z ^ NA Effluent Filter Model /DD ^ N'°` Pump Tank Capacity ~~ gal ^ NA Pump Tank Manufacturer ~~d6T ^ NA Pump Manufacturer rpJ~l'17L ^ NA Pump Model ,5 30 ^ N~' Pretreatment Unit ^ NA ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer Dispersal Cell(s) ~ In-ground (gravity) ^ In-ground (pressurized) ^ At-grade ^ Mound ^ Drip-line ^ Other: * Values typical for domestic (non-commercial) wastewater and septic tank effluent. * * Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months ]'Year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (Ys) of tank volume Inspect dispersal cell(s) At least once every ^ months ('year(s) (Maximam 3 yrs.) Clean effluent filter At least once every ^ months ear(s) inspect pump, pump controls 8t:alarm At least once every ^ months ^ year(s) ^ NA Flush laterals and pressure test At least once every ^ months ^ year(s) ^ NA other: At least once every ^ months ^ year(s) ^ NA NA other: At least once every ^ months ^ year(s) ^ MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Mast Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspectior must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure tt volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspet:ted to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. the entire When the combinnk shall be removedsby a Septage Servicing Operator land di posed o)f in ac~ordan eewith ch.INR 1 13, Wiscons contents of the to Administrative Code. The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatement components, and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting produce or other chemic that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the conter of rl+n ran4(t'~ ramovPd ~Y ~ CFr1f~e ServiClnR operator prior to use. L Pate ~ of...... System start up shall not occur when Boll conditions are frozen at tJte Inftltratlve surface. DurinY power ouugcs pump tanks may HII above nomul hlghwater levels. When power tt restored the excess wastewater will be discharged to the dlspenal cell(s) in one large dose, overloadlrlg the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situatJOn have the conunts of the pump tank removed by a Sepage Servkln>j Operaior.prior to restoring power to the affluent pump or contact a Plumber or POWTS Malnalner to assist In manually operatl-tg the pump controls to restore ncrmal levels w~lthln the pump tank. Do not drive or park vehicles over sinks and dispersal cells. Do not drive or park over, or otherwise dlswrb or compact, the area within 15 feet down slope of any mound or at•grade soG absorption area. Reduction or ellminaclon of the following from the wastewater sVearn tray Improve the performance and prolorse the life of the POWTS: antlblotla; baby wipes; cJgarette butts; condoms; cotton swabs; degreasers; dental Ross; dfaptrs; dislnfectarlu; tat; foundation drain (sump pump) water; fruit an, vegeuble peelings; euoNne; grease] herbiddet; meat scups; medications; oil; wlntlnR vrodt~cu: aesticldes: sanitary Hankins: tampons; and water softener brine. A$Ar1DONEMENT When the POWTS fails and/or is permanently taken out of service the fo}fowtng steps shall be taken to insure that the system is properly and safely abandoned in compliance with ch. Comm 83.33, Wisconsin Admintstratlve Code: • AU piping to tanks and p1u shag be disconnected and the abandoned pipe opsnings sealed. • The contenu of a!I tanks and p1u shat) be removed and property. dltposed of by a Septage Servicing Operator. Ahe- pumping, all tanks and plu shall be excavated and removed or their covers removed and the void spaces filled with soil, g~~avel or another Inert solid material. CONTINGENCY PLAN If the POWTS falls an<t cannot be repaired the following measures have been, or must be liken, to provide a codt compliant replacement rystem: D A suluble replacement area has been evaluated and may be utllited for the location of a replacement soil absorption system. The replacement area should be protected from dKturbance and compaction and should Hat be Infrtrtged upon by reaulred setbacks from extsdnQ and proposed strvcwn, lot tines and we{Is. Faltvre to protect the replacement area will result In the need for a new soil and site evalvaton w establish a suitable replacement area. Replacement rystems must comply with the rules In effect at that time. O A suitab[c replacement area is not available due t0 setback andlor soli limitations. 8arrln>; advances in POWTS technology a holding sink may be Installed u a last resort to replace t#le failed POWTS. D The site lus not been evaluated to identify a suhabie replxetnerii aria. Upon failure of the POWTS a soil and site evaluation must be performed co locate a suitable rep{acenlent area. If no replacement area is available a holding tank may be lnsulled as a last resort w replace the failed POWTS. D Mound and at•grade soil absorption systems may bt reconstructed In place following removal of the biomat at the lnfiltratlve surface. Re<onstrualons of such rystems must.comp4y with the rules In effect at that time. < <WARNING> > SEPTIC, PUMP ANd OTKER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TRlEATMIENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY RL DIFFICULT OR IMPi'1Ct1R1 i. ADD1710NAL COMMENTS POWTS INSTALLER Name ~ L /~ Z ~Lt~wt 3/N tiJ L ~~ ~(S- Z3S- ?~ SEPTAGE SERVICING OPERATOR (PUMPER Name Ph~n• POWTS MAINTAINER Name L• SiNZ ~Gvn-ti3inl ,v ~ ~~ 7l S= Z S- 7~ `-E WCAit R>r4ULATORY AUTHORITY Agetxy s r G~/p y ~o /M h n / 8 - a 02/05/2002 03:01 FAX 17152352592 TLSINZPLLIMBING ~16••43~ UU FRI 1~~: 71 F.tS T35 J86 x686 SI' 0111 CO ZUiriNG ST trROIX COUIti'Y'X • SEPTIC TANK MAINTENANCE AQRSEMBNT ._ AND OWNERSHIP CERTIFICATION FORM ~oz C~j 001 t7vvnerBuyct' _ ~~ ~ 0~ St~'~1 ~•~ .~Zrt/'T- S Mailing Address - r~ y.l ~ LZ tic ,D ~~ Propocty Address ~ y7~ ~ a7c/7S~ (Vcrificatioo required from Plaoniug Deparnneot for new consauetion)_ 07 G~ty~SLaic ~O~f~%Yt'~/J/ ~ ~~ parcel Identification Number ~~ " 0~5 -`fo rOBp 1L.EGAL bESt;~~IUty ~b W Tawu of ~~ (./t-~ Ptopcrty Lacztiota ~~ `/~, S~ t/., Sec. /S , T ~' N-R~~ S~.bdivisiou Lot # _~ ~2 a't zvn«zf o~c~~ ~CDn ~ i2e~~ ~G2(-t~ lJ1CC~L -. I'a e # ?C t,;,et'tifie Sarvey Map # _~ ~ VoIumo _ ,. - g Warranty Deed # ~_~~ ,volume ~/ Pagc # yy , Spec house O yes ~ na Lot ]ins identifiable ~ yes D no SYSTEM N CE Improper use and main[vnanccof your septic system could result in its premature ~~ to haadl~c o ~~~~ m consists of pu~sping out the septic taul` every thrte years or 6ooaer, if needed by a licetuedpump Y Pu csa al~oet the fuaction of the scptxe tank as a tr~catrrietli stage 1A the svs_de dtspoaal systeat. The property oa~per agrees to bllbnlit to St. Croix Zotung DeparOmenf a ccrtifiC8tlon fo[m. signed by the owner and by A taasoCrplumbar,]~'Y~aPI~~~ ttsiiictedpltmlba or akccnscdpumpcL r°zi~7""°s that (i) the o4-sito ~tudispasAl system is is proper opccating oonditioo andlor (2) aRcr inspection and pumping (if ncccssary), the Septic tank is less than i~3 fuII o£ sludge. I/we, the undersigned have rtad the abo vc rzquircmants and agree to tAain~in the private sewage disposal SysteDa with the StSadaidS set forth, herein. as set l:y the Dcpar~uns of Ca~surce and thempDepasimat~t of Nattt:al Resotuccs, State of Wise O~~~ti30 sating brat your septic system hzs beep maintained must be co ictcd rand returned to the SL t~vix ~tY Zotuot; days of fie tiu'ee Year expitntian date. ~ S GNAT[JR.E OF AppLICANT DAIS o , R Elz ICATIOIv I {wc) certify shat eII ssatemcars on this form are ftus to the best of my {our) ~owlcdgc. I (tie) am (~} the Ownetis) of the pr rty descrsbed above, by Yirntc o! a warrdrity decd recorded iu Register of Deeds QfFice. ~ ~ , ' ~~~, CIPl1-TVR.~ OF PLICANT DATE utateat. •~•"• ••+••• pay iuforasation that is aria-represented sway result in We sanitary Permit being revoked by the Zoning Qep s• l:nctade sYfih this application: a stamped wamary decd from the fRfet~ferenCe is tnad~tn the warranty decd a eepy of the ccrdfied ituvcy snap Received Time Feb. 5. 3~06PM ~` ,. 5~3~2~+~3 ~~ DOCUMENT NO. State Bar of Wisconsin Form 2 -1982 j WARRANTY DEED i "~ v~~ 1~141PAG~ ~~~ '' __ _. Arthur C. Kroening and Lora Ann Kroening, us an n w e A (SEAL) L~~~Z-y ~-~- r ~ (SEAL) Artphu_r C~. Kroening ,,, ~~~,, (SEAL) ~C" ~O' (..QTf, ~~K~Z~~7~~ "'. `'y (SEAL) Lora Ann Kroening conveys and warrants to Brian Gedatus and Sheila Gedatus, husband and wife, a/k/a Brian _ ~. _ ~ ~~ REGISTER'S OFFICE ST. CROIX CO., Wl Recz'd for Record SEP Z 7 199 ~V~9~t:_45 A. M Regular o} Dabtis J. Gedatus and Sheila G. Gedatus, husband i e, ~; ! * I and wife '~I ~~` j ~ `~~~ THIS SPACE RESERVED FOR RECORDING DATA r- NAME AND RETURN AUORESS ji Westconsin Credit Union the following described real estate in S t . Croix Baldwin Branch P.O. Box 126 County, State of Wisconsin: ;~ Baldwin, Wl 54002 ;, See Exhibit A attached hereto and made a part hereof . (Parcel Identification Number) r.~-•~„ .j'rij~,l"~~r ~.~; ~~ This is not homestead property. jg~ (is not) Exception to warranties: Easements and restrictions of record. Dated this ~~~ day of. _, 19 95 , AUTHENTICATION Signature(s) ACKNOWLEDGMENT STATE OF WISCONSIN ss. ~. 1ak _ ~ _ ,~qq ,g ,,qq ~~ ~-_ . ~' E%HIBIT A t` , p,. Southeast Quarter of Southeast Quarter (SE 1/4 of SE 1/4) of Section Fifteen (15), Township Twenty-eight (28) North, Range Sixteen (16) West, EXCEPT Certif ied Survey Map filed in Volume 6 of Certified Survey Maps, Page 1690, Office of the Register of Deeds for St. Croix County, Wisconsin, TOGETHER WITH, AND SUBJECT TO, well rights and obligations described in that certain Warranty Deed from Citizens State Bank of Woodville to grantees, their heirs, successors, and assigns recorded August 13, 1986, in Volume 750 of Records, at Page 427, as Document No. 415748. B. The certain parcel of land located in the Northeast Quarter of the Northeast Quarter (NE 1/4 of NE 1/4) of Section Twenty-two (22), Township Twenty-eight (28) North, Range Sixteen (16) West, Town of Eau Galle, St. Croix County, Wisconsin, more fully described as follows: Commencing at the Northeast corner of said Section 22, thence N 87 22'44"W (recorded bearing on the North line of the Northeast Quarter of said Section Twenty-two) a distance of 545.10' to the POINT OF BEGINNING, of the parcel to be herein described; thence continue N 87 22'44"W 504.26' on said line; thence S00 17'44"E 200.26'; thence N 87 22'44"W 285.22'; thence S 00 12'51"E 912.20'; thence N 54 59'16"E 748.79`; thence N 14 48'16"E 668.94' to the POINT OF BEGINNING, containing 12.466 acres, being subject to easement over Northerly portions of said parcel for town road purposes, as now laid and traveled and also being subject to easements of record. \ / ® w ® ~ ' ~ _. ~ ~ ; 01997 Clad C•rragmphica, /x. St. Cb•d aerr 5630/ SEE PAVE 38 ~ . •• oev •'.-°`a 3D . 60 1 Charles 70.4 ~ ~ Ott 5 ~ R a 5dum B ~ Carey ~ e ~ James ar Sluron 36.4 • B A L DW I N ~ ~ 7 W QI Q V I L L E Kerr Ne ichola Anderson Peterson Arthur Donald ; ~ ~L widiker o.. • ~ Zillmer Jon Timothy a 1e~*t & Judith • wadg 9 Aun ~' Aniu 120 ~ ' 76.4 140 Moulton ~ &Pamela 100 ao^a 8B rust Rodel ~ Dawn ee t DerlrllS Br Justin k Ann • •°iai4efna z t a • ~ • • Stave Dobrenz • • • 3 • Mderson • CJlrlstlrle lrry bd a var,Riper 662 ~rOeY ~ TL Hillstead ~~ •u' y _,; z z iu ~ei4• • ~^ " . carp n . tstE cso~va ts• ~„g~, Halderson 54 ` ,~ o ~ o 94 3os Bick¢tt . • Ra<rbara ; 210.5 • 137.3 Mca P M , ~ 177 . 3H T ~~ r s Donald & Judith 21 n d e.2 Roben a< Richard Michael & loY ~ ItN Miei4e 16.: David 6r Trudy sue. yl ~ Gag Arthur Trapp ~ 5 v 68 " ~ . x v~s • ~ ~ 3 2 ~T z oM m 1 Torgerson 2 Qstlie 94 • • LaN t.~m • Reinsch 87.7 ~ n 11 I £, Rodel 148 ' ~ r rr m.z e w e . 1mY RaraW n P k M 6 ylrieky 3t ~~ • 4k+o Richard Eugene ~ k • g RavM • Janet K ~ M'd`-1 SM i Terry • Greg a so6aa G,;,,k osv¢ k51am^ clenaa w .Debra eeL k Laurence ~ Iz: Mary a 1 y ar r l7J • K Jono• Vandlen• ~~ Nul Fiaebink Jdeebink Te tra P ~'7 • ~dVe Wertz Lund a I & Nancy Jacobson• • x^I a 7 46 : x o * s ~ 80 )6. 39 a P a 37. etal 30 80 k°" • ~ C n Jerane • • Harvey aCA oavia• • Maloy lr 60 Moll • 2 LarSD Walter ~ Country ~ Nola Y Chris & Arlene Dowld • • 5 20 9 r«erson . .a 159.5 ~DO~ Fehtes 266' rse Monickm Olson & Judith ~ .ImK bss & Marvell ~ 1 Wangen Rodel Serier ~'mem • 1 se.a 'a 78 ~• 74.7 Jacobson ~ ~f wad 133.5 L Donald 8c oar;a Randy & Sandra 8 A`m°r Juce RR T4 wooa & ~ ~ sane James & Elinor ma lxlah Margaret Wi • i &C ter p ~dan,s • na Ne15on w.+ : a ry Langer 9z ng Carroll C "°"` Jottrtson b tt • Roque e c ~, 3g RB Hagese a.7 Ztgnego • • '~ k Kevin 72.5 Serier Schwa 158 7 ~ f m F 9.4 8 o•r . a 0o GeraM , tzo Kroeni"B 60 ouusv, • ~ ~ gp °G °`A1ary 154.8 Trust Acr^In~a 612 117 •j 150 BO 38 z == ~5 y t9.7 m ( 0 5h w sa=r^er i . q 0µ 32 • r • • ~ • 1~B 40 • • m2 ~• N • • RkD Lee Ms ^ i Belford ~ "glyn Tim°thy • t71CtOr 8L Roland t Lund 40 v ee"r' & syl~ia • 70 t9 ~ zo K~,~ ane 47 60 J Lee ao ~ X76 Nu~ a Ma s~~g 73 Elizabeth ~ :dy 50 2 44 . ~ g Everso 60 1 Jon a~r• MkT 102.6 Mary = Lee di William& i F~ e t 57.2 Elmer a r..w • ~ Trinko o,,,e 103 L¢on ~ 38 Se • can Peavey 152 JOhri C7 142 • ,r RM e, Debra 4 ! • a 98. • 19 MhC 10 Rasmuue^ Skl t9 20 oK7 i r< • p. Seri¢r M^Ikr u iverso^ • • Phillips • 1~ ~ ~,,,dy a • 62 elan L<aara Jon Ranr • Gloria Glen & Hernia errY ~ P~r,,,aa 140.5 ~+ ~ zi~° en1 ckworth hnson ~ & tas ' 9 • 17ennis a Farm • ff<earer 41 a0 ~ Hensley J° ~g m Roqu s rn N • L e ~ ave 230.4 Inc wayMk a25 • 3 • BC RoMt k DOnald Roy k wyk 40 Ala ~ 6y Br Allce 18x Aibrigu^a & wr+ 7a5 ar Rebecca R.9 Kimberly Ronda • ~~ a ~ J;erteison • so swao.9n • H Larson EL en • 116 a • • iezen Tnx ~ 76 0 79 35.1 40 40 • 2 v, b } • N I d R T • w 18 • ^ ~ • jOdlar yv rh • • Bruce • ~o 40 • Town u.6 g •. • • 10 . ~ RambeB ~ a ~ lane Peter ~ • j of Feu A eau1 & • ~. 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Marsh ~' --'P • Terry BB 40 5wenwn B . x^m~Pnar lonnwn 3 139.2 a ~ = 80 • ~ • o; i : Lansing • a ^ .e z ~ ism ~ • '': 40 • ry ~ 0 2200 2300 2 00 PIERCE COUIY['Y 2500 2600 270 otnn catvaan Rlp."~Y~OBR( P ~UC 20 JACOBSON INC. 1860 10th Avenue Baldwin, WI 54002 (715) 684-4600 Walter & Greg Jacobson Stampings • Subassembly Phone: (715) 698-2471 Fax: (715) 698-2335 ®~~ SONS TOOL INCORPORATED 460 THOMPSON ROAD WOODVILLE, WISCONSIN 54028 k~ Wisconsin Department of Commerce Division of Safety and Buildings ORIGINAL SOIL EVALUATION REPORT in accordance with Comm 85. Wis. Adm. Code t~'>~ ~~~~~~ 1397 Page t of 3 Certified Soil Testing ounty Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road . U ~ ~ =- \ o Q~~ - ~O ' ~`'~b Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ropey caner ropey oca ion Gedatus, Brian & Sheila Govt. Lot SE 1/4 SE 1/4 g 15 28 N R 16 W Property wner's ailing dress Lot # Block # Subd. Name or CSM 2475 30th Ave. City State Zip Gode Phone Number Cit Village Town Nearest Road Woodville i Wl 54028 715-265-4817 Eau Galle 30Th Ave. r/] New Construction Use: Residential /Number of bedrooms 3 Code derived design flow rate 4SU GPD f Replacement Public or commercial -Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install 5' x 91.2' rock unit mound on 98.0 contour as upslope edge of rock w/ 1.9' sand fill for 3 br a Boring # Boring Pit Ground Surface elev. 96.7 ft . Depth to limiting factor 32 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIit' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 j 0-3 10YR 3/3 - sl 2 m gr mvfr cs 1 f/m .5 .9 2 I 3-8 10YR 3/3 - sl 2 f sbk mvfr cs 1f .5 ~ .9 3 , 8-16 10YR 4/3 - sl 1 m sbk mvfr gs 1 m .4 .6 4 16-25 10YR 4/4 - sl 1 m sbk mvfr cs 1f .4 .6 5 ~ 25-32 7.5YR 3/4 - sl 1 m sbk mfr cs 1 m .4 .6 6 32-38 1fSYR 5/4 c2p 7.5YR 5/8 scl 0 m mvfr - - 0 0 Boring # r Boring Pit Ground Surface elev. 98.0 ft. Depth to limiting factor ~ 9 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/3 - sl 2 m gr mvfr cs 1f/m .5 .9 2 j 4-9 10YR 3/3 - sl 2 f sbk mvfr cs 1f .5 i .9 3 '~i 9-19 7.5YR 4/4 - sl 1 m sbk mvfr cw 1f .4 .6 4 j 19-22 7.5YR 4/3 c2p 10YR 6/2 sl 1 m sbk mvfr cs 1f .4 .6 5 22-30 10YR 5/4 c2p 7.5YR 5/8 scl 0 m mvfr - - 0 0 I Effluent #1 = BODs> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L ame ease not ig u um r Henry F. Grote L ,1 222774 Address Certified Soil Testing Date Evaluation onducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 6/1/2001 715-233-0398 Property Owner G2ddtu5, Brian & Shetld Parcel ID # Page Z of 3 Boring # _~ Boring Pit Ground Surface elev. 98.0 ft• Depth to limiting factor 14 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 10YR 3/3 - sl 2 m gr mvfr cs 1f/m .5 .9 2 3-9 10YR 3/3 - sl 2 f sbk mvfr cs 1 f .5 .9 3 9-14 7.5YR 4/4 - sl 1 m sbk mfr cs 1f .4 .6 4 14-29 7.5YR 4/3 f2d 7.5YR 4/6 sl 1 m sbk mvfr - 1f .4 .6 ^ Boring # ~ Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Appliption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _-- t i i Boring # ~~ 16oring Depth to limitin ft factor Pi G d S rf l g . roun u ace e ev. t in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I~ Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ,~ SBD-s33a (R_07100) Certified Spit Testing SL ~ S~-~~-2~-~~ w Tea. '~ ~, W M : ~ ~ .~ G a 111 o z a ~, s~ ~. ~~ ~1 vp.~1 ~~ ~'W i G(~M. irk w! ~ ~ p • t7 1 ` ( (l `~~~ ~-! ~ g > ~ crV ~ 3l0 .~. s: tic G~~w.~~ ~r-0.~) .~. \,~.~ `~ ~o~ /~ A / ~ ~~~ ~~ ~v i -/ ~ `311 ~O.~~n ~/+ ~ ~~ ~~ .3-z Pal eo O ~. d-~ ,(~ ds ~.~ ~u ~ ~~ ~~ (. $ ~. ~. ~ ~ a.a.~.. c~2.v-o~ct•.1J 3~ ~:~ N. ~ i 1,.x...9 3o-~s