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HomeMy WebLinkAbout020-1439-28-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT} Personal information you provide may be used for secondary purposes [Privacy Law, s.15A4 (1)(m)]. Permit Holder's Name: City Village X Township I Steuerna el, Erick & Amber Hudson, Town of CST BM Elev /UD ~ Insp. BM Elev: BM Description: ~~ ~ : U1J - ~ .~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ` Dosing ~ ~ /n\ UV Y Aeration ,Holding TANK SETBACK INFORMATION TANK TO P~ W~ BLDG. Vent to Air Intake ROAD Septic ~ ~PO r »S t ~ / V~G~ Dosing C~'l~'~ Aeration Holding PUMP/SIPHON INFORMATION ( : 1~Gt U ~'li Manufacturer Demand GPM Model Number TDH Lift Friction Lo pSy Head TDH Ft Forcemain s L Dia. Dist. to well ELEVATION DATA County: Wit. Croix Sanitary Permit No ' X06235 ) ' State Plan ID No i Parcel Tax No: 020-1439-28-000 Section/Town/Range/Map No: 25.29.19.2754 STATION BS S HI FS ELEV. Ben-chm_ark ~/ ,, ~Z y !O ~L Q O_ Alt. BM ' Bldg. Sewer SG ~ ~ ,/`~r ~ `a~• 2 ! St/H{ Inlet /~~ ~, ~~ SUHt Outlet G• ~~ t~ / / • 0 / 1 Dtlnlet of Boys,, ~K~ ~~ /~,~ p Z~3 Header/ an. ,.~ ~ I C `l y y `` c~ (/ r Dist. Pipe /~' _ / / O'1~ ~, ~ ~ r- ~ ~f ~• d Bo~em I I r/ ~• Final Grade ~ 2 r Z ~ r g I/ ~i ~~• St Cover 2 Uv, G p ~' r~r~ ~ /. k S(')Ii ORS(~RPTI(7N SYSTEM ~/) "- 7 D -L ! 1 -[- I ~, /ZS-O-~L ~ BEDITRENCH Width Length ~Pe No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth CIMEt`dSIONS ~~ /~D'f O J ~S r 3 25~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREA LEACH N Manuf urer: 2 ~ TION r CHAMBE R 3 : ~ir ORNIA Typ Of System: ~/ ~ ~ r \ ~~~ nISTRIRUTInN SYSTEM t~lrh S~ /'~,,,.nh ~C Model Number Y~ ' h tl~-- -P~d S Ot'1 t,C-~d.~ Hea~er/ nif ,~ ,~,'e~., -"'J " Distribution ~ x Hole Size x Hole Spa ' Vent to Air Intake ~ ~ Pipe(s) 3 ~- ~--~` / ~ V Lengt Dia Length Dia Spacing SOlL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ~"'` 7Yd h ~ Depth Over Uepth Over xx Depth of xx Seeded/Sodded xx M~.dched Bed/Trench Center ~ ~ / ~ Trench Edges Topsoil ~ ~ Yes Nn w~ ~~ Ye=, lJn COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ V/ Z S/ ~~-~ /Inspection #2: / / Location: 902 Highland~er~Trail Hu~dlson, WI 54016 (SE 1/4 NE 1,/4/25 T`2,9~N R19W) Indigo.P,on~ds~~L,o~t 2~8 ~ 9 ,, . I-Parcel No: 2/5.29.19.2754 1., Alt BM Description = / (}/~ tt- / /~'1~ rLp~-e.rc ~,~Jv d' ~1~ ~ ~J~-"' , ""i ~zz 'TI9-X~ Qy~fj Sn~~'~li~~~ ~!~ ~~ 2.) Bldg sewer length = ~ ~ ~G{~ ZU 4^Z~~~~ _ U~~~ ~~ ~:~rKr owe - amount of cover =~ ~ r ^ ~ `'~"~~"' L ~, ((// (~ ~ _ Plan revision Re wired? - 1'es t~o ~ w ~ S~ Use other side for additional information. L I ~ ~ ~ - ~ --- ---- ~-- -~ Date Insepctor's Signat re Cer!. No. OOtIglbf~R.11M~.~dV Safety and Bui~ings Div' ' n ~tY 201 W. Washington Ave., P. 7162 ST. CROIX ~+ • ' Madison, WI 53707-7 Smituy Permit Number (to be filledm by Co.> n ~ I/D Sanitary Permit Application Sttte Trmaactiaai Nmnber to se0adlatt'C with 9. Cotner. 8321(2). Wis. Adm. Code, sabmtmtos ad'lia ftxm b 16e apptaprate adt is iogaired prior to abtaiaug + saarit8y permit. Prove= Applimtiao faom fQ ate-a~waod PO arc Ad~ess ~Raent eLm matla~g sddtcaa) sabmpted b the Depatoaen of Cammeaee. Prteooal ~amatioo you ptevidc mry be mod fur m twradaoce wrtt the Law s. IS. 1 m ,Silts. L A ncatioa Eafaroatiaa - Please Print All lahr»tiea 902 HIGHLANDER TRAI U N Property Owner's Name ~'~ ~ ERICK AND AMBER STEUERNAGEL 020-1439-28-000 '~ Properly Owe s' Address Property Lacatim 11217 SUNDANCE WAY COUN~fY ~,t,~ N/E 1/4 OF THE NE 1/4 AND city, sure zip Code Phooe tdamhQ S E ~, N E y,, Soaia® 25 WOODBURY, MN 55129 - 8 T 29 N• tt 19 t~i~w W IL Type aR Handing (eieelc adt fiat apply) ~ Lot a .. ~lor2 Dwellirtg-NambaofBefio( T/C1s 28 ~^"AOaN~eINDIGO PONDS VOL. 9 BbttM PAGE 71 LOT 28 ^ Pa ~ - use ^ t~ity of ~ ~ ~ ~~` ^ L~i ' b~ l ~~ ^ Vi~eof ^ State Owned - Desaibe Use ~TownOf HUDSON III. Type d Ptrdt: (CYet:k salt' sae bes w Here A. Coatpkt3e 6e B r ap~eabie) A. ~ New System ^ Replsotsneat ~ ^ Treaommr/Fbldiryi Tmlc Iteplaoratcat Duty ^ Otirr ilodi5oaliaa b Eotisliog Syslm (explain) B. ^ Permit Renewal ^ Permit Re~vaion ^ Chm®e ofPlaabrr ^ Rtmit Tramfa b Ncw List Pteviam Prmit Nem6er sad Date Ltsaed Before Expiration Owrs rv. ofrowTS aHe~at! cwek an tlrrtn Nm-PrGtstaixod ~-Gramd ^ Ptwmimd In-G<amd ^ At-Gcadc o •[aad> 24 0, of c ,oi ^ Ind < 24 in. of saibbk sal _ ^ Haidmg Tack ^ Other DisQasal Campooeut ( -- P ~`~ (~~ V. D rsatmat Area Llontatioa: 40 BIODIFFUSER CHAMBERS ~ -~ besigi Flow (gpd) DesiBt Soil Application Pr~1'd. ~'~ boa 600 0.6 ~G 1000 1000 /25"p ~t- 94 TO 92.5 see attached VL Tank Into ~m G ~ tem ross e ~ o a ~ New Trmka P.deuoa Taoks ~ y JJ $$ $ d'j 'wr septicerFiolr~TaWc 1 1250 1 WIESER X r~cts.me`r " `Q ~/ VII. Rea ad Sdtb~at- I, ~e sadeidgaed, aassate seshasity br dtie TO~VI'S maws a ~e atweiad pMaa Plumber's Name (Print) Pbmtb~r•s Sigawtme ~ . .. . I1dP/MPRS Nambes Bas9aess Phose Number ~~ ~ ~ 24251+ 715-381-1704 TODD C. FEATHERSTONE - Plumber's Addteas (Strew, city, State, Zip Code) , P.O. BOX 467 HUDSON, WI 54016 5/31!07 VIII. t Use ^ Pl~oit Fee ~ Oate Luoed I ` ^ Owner Gloves Resaou far Denial s ~ / V~ 2 Q ~ ~~ %J/ 17L Condttitau of ApprsvsURsasaf far r+o~td A_.~-;- , _ // ( ,~ /~ SA~„~y ia~ ,fit' `~ `~ u ~'' G STEM OWNER: ~'~t7 ll/h~ ~~ WL ~ G ~~%~ ~''~' U Septic tank, effluent filter and ~~~ ll t ~~S ~,~- 1~~ ". on sahaitrtlleOtaaty r !4n aw d ttt= i >R x 11 taoaes r nee , c_ ~sy ~` as per management p an pro i e y p u All setback requirements must be maintained ~~ lD~ ~~ ` ses-{aeos~ppli¢ab~eta~l~'~i~nces ~ _ C ~-~-~,~~~~~- liy~ q~,,~,,~1 ~a Gt.~ ~.- ~'a ~. f a.,,~ e-r- -T-ra ~' 1 r.~ !V L'n~ ~_ y~ y 'U °~ Cis G~ S/o~ G~~ nub- ~~.~u ~~" j c (~ 2Si w. ~r: Se~(e.: U ~lr~ ~ ' Featherstone Excavating,lnc. P.O. Box 467 !-Judson, W! 54016 Sf 3o f o 7 0 ~ 1-~-~: q 1~-~ct.~ev Tr. ~~S o~ ~ W 1 ~ ~ C , ~°~-et-s ~I-or~.c.. ~~ WtS~ pro Ot,~.-.~, .(~ 1~ ~` ~~ a / v ~ ~ /~~_. Se.a.(e I`~~ ~ 1=eathersione Excavating, Inc.. p.0. Box 467 Hudson, WI 54016 Sf3ofo7 ~~ '~o. ~~~ ~~ ,~~- .~ c, \ -c c, S'~~'~ 17 esi w- .~Y. ~ (~~-u.rJ~s ~ i.J 1 SYSTEM CROSS SECTION `M~,ANHOLES , " ~ GRADE INSPECTION PIPE .n 96 { ~ E- ZABEL FILTER 1250 GAL. 1-~ 50' ~ SYSTEM ELEV. UPPER 94 UPPER MID 92.5 LOWER MID 91.5 LOWER 90.25 94 10 BIO DEFUSERS 5' CH ~ ~ O ~ 50' O ~ ~. 20-1439-28-000 N/E 1/4 OFT 1/4 AND SE '!a NE 'l~,S 25 T 29 N,R 19 W ~'T 28 g~i ~g INDIGO PONDS Featherstone Excavating, inc. ~_ C UDS N _ Find on. WI 54016 tAPRSW 2a251s S' 3 00'7 ti 1lVisconsin Department of Commeroe SOIL EVALUATION REPORT paw 1 of 3 Division of Safety and Buildings m acxxnvarmR wmn wrnrn oo, vvrs. rwm. wu~ ~urny ST. CROIX Plan must Attach complete site plan on er not less than 81/2 x 11 inches in sae a p p . indtxle, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 020 - 1439 - 28 -000 pert:ent slope, scale or dimensions, north arrow, and location an tan o n rest road. Please print all Information. Revie by D at Personal information you provide may be used or seco~ Law, s, 5.04 (1) (m)). t (/ ~ ~ Properly Owner pe on Ni; oF-r N C 't ~ N D ^ a / „~~~~ f'IC,~OSAMJI LL ~ " ! U07 vt. LM ---- SE 1l4 NE 1/4 S 25 T 29 N R 19 E (or) W Property Owner's Mailing Address L Block # Subd. Name or CSM# 428 Orange Str et gT, csit~;x COlll~'Y 28 -- Indigo Ponds Vol 9, Pg. 71 City State Zip Code Phone Number ity ~ Village owh---~ Nearest Road Hudson, WI 54016 ( P~ Highlander Trail 0 New Constructbn Use Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ~ Public or commeraal -Describe: Parent material outwash Flood Plain elevation if applipble ~,~ ff. General commerrts Conventional In-ground trenches - 0.6 loading rate - ystem EI 95.00 a~' Q " Z-- and recommendations: Property address: 902 Highlander Trail ,9z f~~l,~ 1 Boring r Boring # Q Pit Ground surface elev. 95.08 ff. Depth to limiting factor 90 ~. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/f1? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10YR2/1 -- 1 2f--mgr mvfr cs 3vf-co 0.6 0.8 2 5-12 10YR3/3 -- sl 2f-msbk mom' cs 2vf-co 0.6 1.0 3 12-34 10YR3/4 -- sil 2f--msbk mfr cs 2vf-m 0.6 0.8 4 34-48 7.SYR4/4 sl 2fsbk mvfr cs lvf-m 0.6 0.8 48-90 7.SYR4/4 -- s Osg ml -- -- 0.7 1.6 2 Boring # ~ 8onng 98.73 95 Pit Ground surface elev. ff. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR2/1 -- 1 2fgr mvfr cs 3vf-co 0.6 0.8 2 6-18 10YR3/3 ~ sil 2fgr&sbk mfr cs 2vf-co 0.6 0.8 3 18-24 10YR3/4 -- sil 2fsbk mfr cs 2vf-m 0.6 0.8 4 24-44 4f4 - sl 2fsbk mfvr cs lvf-m 0.6 0.8 5 - 5 7.SYR4/4 -- s gr Osg ml -- -- 0.7 1.6 (Few cobs) /+ ~~ * Effluent #1 = BODS > 30 < ~0 mg/L and TSS p30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S~~re' L ~ ~ CST Number Mary Jo Hollister (Hollister's Soil Testini; & Desi~r-) `~~/ !L?,+~1~~~ ~~ 224832 Address r Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 OS - 09 - 07 (715) 426 - 1775 Property Owner Rosamji LLC (Lot 28) parcel VD # 020-1439-28-000 2 3 Page of _ 3 U ~n9 Bonng # ~ Pit Ground surface elev. 89.13 ft. Depth to limiting factor 89 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-6 10YR2/1 -- 1 3fgr mvfr cs 3vf-co 0.6 0.8 2 6-22 l0YIt3/3 -- sl 2fa&sbk mfr cs 2vf-co 0.6 0.8 3 22-45 10YR3/3 -- sl 2fabk mfr cs 2vf-m 0.6 0.8 4 45-50 7.SYR4/4 -- if-msbk mvfr cs -- 0.4 0.6 g 50-89 IOYRS/4 -- s&gr Usg ml -- -- 0.7 1.6 Boring # ~ Boring a'Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Caor Gr. Sz. Sh. "Eff#1 "Eff#2 Boring # ~ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fl= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "EfF#1 'Efffa:2 " Effluent #1 =SODS > 30 < 220 mglL and TSS >30 < 150 mg/L * Effluent iY2 =GODS < 30 mg/L and TSS < 30 mgJL 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-8330Test (R.07/00) .~ .~\..,.' ~ ~~ ~ ° ~5~ 2~ ~0~~9 ~ ~ '~~'~\-.~~oo ~,~' 1 r~~~ 'lot flan for Site and Soil Evaluation Legal Description Ro s,~ ~ 1 ~~ LO7 Zg~ =ND~~ ~t2~~. 119+ ~. 71, NEYyO~T~ttE. N~~ ~WC~ sE`~'i oFTtt~ u~`~~}, SEC. 26~ 'C29-J, R19W, "jOWAI ~F Huaso-, Y r, cRo~X cov~N'~yy y,1~SCa~-S~ 1J. w J 0 J W~ P C J t L~~`~, Ao o~~ ~,. ti as .fi r_,~% ~~ 'PPS ~~~ . 7 fiouS~ L~'f~K~D~ ~rj~ ~ ®~ ~W~,opS~ aA•°~ boo '~ 00 a. ~oh o ~" ,gyp, s ,o T Cs~u'tii QI~...- ~~'~KED' T rage 3 of 3 1"=4Dfz 2 f~ contours D = Backhoe pit I~fi 2~ Z.Otp flc,.R~s Wisconsin Department of Commerce Division of Safety and Buildings SO{L EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code 1299 Page 1 of 3 Steel Soil Service County Attach complete site anon er not less than 8%: x 11 inches in s¢e. Plan must PI PaP St. Croix include, but not limited to: vertical and horizontal reference point BM and percent slope, scale or dimemsions, s nce to rest road. Parcel I.D. pending Please pri tall ion. Reviewed B Date Personal infama6on you provide may sed for secondary purposes Priv Law, s. 15.04 (1) (m)). Property Owner roperty Location ROSAMJI, L.L.C Y ovt. Lot na NE 1/4 NE 1/4 S 25 T 29 N R l9 W Property Owner's Mailing Address ZONING OFFICE of # Block # Subd. Name or CSM# 2141 Cty Rd. C 28 na Indigo Ponds City State Zip Code Phone Number J City ~ Village ~/ Town Nearest Road New Richmond ~ WI 54017 715-X48=78~t^ Hudson Highlander Trait /~ New Construction Use: yJ Residential / Number of bedrooms 4 Code derived design flow rate J Replacement J Public or commercial - Describe:na Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable General comments and recommendations: System elevation 91.OOft, trenches spaced and depth to code 5.OOft below grade. 600 GPD na Boring # ~ Boring /_J Pit Ground Surface elev. 96.00 ft . Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnucture Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efi#2 1 0-5 10yr2/1 none sil 2msbk mfr cs 1 c .5 .8 2 5-48 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 3 48-120 7.5tr4/6 none cos/ms osg ml na na .7 1.2 Boring # J Boring /J Pit Ground Surface elev. 96.00 ft. Depth to limiting factor 120 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. *Eff#1 *Etf#2 1 0-5 10yr2l1 none I 2msbk mfr cs 1c .5 .8 2 5-32 7.5yr4/4 none scl 2msbk mfr cs na .4 .6 3 32-120 7.5tr4/6 none cos osg ml na na .7 1.6 COS <35% coarse fragments = 36" & >35% - <60% = 60" below system * Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mglL * Effluent #2 = BODS < 30 mg/L and T55 < 30 mg/L CST Name (Please Print) ignature: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/3/2003 715-246-5085 Property Owner ROSAM)I, L.L.C Parcel ID # Pending Page 2 of 3 Boring # :J Boring 1/ Pit Ground Surface elev. 91.60 ft. Depth to limiting factor I20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr2/1 none i 1msbk mfr cs 1c .4 .6 2 5-29 7.5yr4/4 none scl 2msbk mfr gw 2f .4 .6 3 29-120 7.5tr4/6 none cos osg ml na na .7 1.6 ^ Boring # ~ Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rood D in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # J Boring j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/Land 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017 Lic. #248956 NE1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200 Town of Hudson, St. Croix Co. Fax.(715) 246-9372 Indigo Ponds Lot 2s This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40' • = Benchmark Eie. 100.00Ft Top of 1/2" pvc pipe • =Alt Benchmark Ele. 100A5Ft Top of 1/2" pvc pipe ^ =Borings Boring Elevations B 1 = 96.OOFt B2 = 96.OOFt B3 = 91.60Ft 3g~1, ~ ~ ~~,~.'l,n~ B4=OO.OOFt 1" l ~~lLf.2~~~ /lo~~ - 2b ~i ~,' I6~ ~ .~~ s y s~~ 3 ~G,uv~- . ~~f 4 ~' 3. ~t'' ~ ~'~o~+~ d,F~- ~y, F~: ~~~ ~i~- ~3~• 7~ ~~ ~ ~. ~, -~3 ~. , ,~ ,r ' 1( '~ 'SG3 02' 4~,~ ~l ~ ~ 1 h; ~ ` 43 • ' "~ ,~ 10259.1 ~.F. , _~\~ ' ~ ,~ (2.355 AC.) ~; , -~ { ~,• ~ =1.023 AC. N.B.P.A. %'~ .x..00. ~" :', /' .._ .. ~'S .. /f . ~'. ~_ , ` 2~ ~ \\ ~ + a __ ' ~ , ~' ', ~ 1 + ~ ~;~ .• ,t I s ~ I '~~' ~ , .. , ~+ ~ 3~ ~~ `~. 1 • ~ _`_ ._ -- r j F, ~---- h ' _ .P.A.) __~r` ~ . ,>, ... ~... f v~! ' / ~, '~ ~ ~ i .~~~0~ ~' ~~ !~ ~ 5.06 ~ ~~ 75.10' J ,f ~ ~. J ~ ~i : -c r ~~~o ,rS V! ~ ~~~. ~ YL + ~-'~~/ - ~.- `~50' ~ 1 r f r27 - ~" ~--- l~\ ~ ~ 109074 ~ F , `,; „~ ~' -- m + . (2.504 l,C) ~ X ~ ,(1.062 AC. N.B.P t 1 _ _... i ` ~ ~" 389.2': h' _ f ,~-;t~ . ,'~. ~ rn ~~ ` z ~ ~~ ~ ~ ~j ~ m ~, o W Q ' ~ ( ~ =~Z WNO= 0 (~1 ~f ~~~ ~~``j{'f ~/ N ~~+ w U v~ ti' ~. ~ ~ Z ~z¢ o O ~` ~ ~ Q.. N ~ L.i \ W 'f\ ~ /' N ., '/'~~ ~ ~ V, i /•,~ ~ . f j r f~+ ~, + t '•, ': ' ,~ .~ ~ .. ~~~~ t ~~ ~, s. --- l J j .•C ~ /. ~ _ .( ~ - ^ ' ~+ ,N~i ~~ m ~~ C ~~ ,,~' ~ ` _ ~~ N- . ~ _~ f~ ~, ~` - / ` - .~ ,,~ . ~, , 2 ~ it ~f~ ` . ~ t„/ f ~ ' J -.~~. .~ ~: , ~ r ,. -7537 S F ~ ~ ~ M < `~ ,' ` ~ (1.087 AC. N.B.P.A.) ~~ ~ } {n, ~!- sir • ~ J41~.41~'.slry --~ ~,• 14~ ~~' t 4`^ ,', ~.) ' ~ j ~ ~ ,i~ ~.~ 59.3T `~ ,~ ~ ~ , ; _ -e~` ,~ f~ ~ 29 ~ • 88185 SUF. ~~. p'~/ t~ ~ , " .^ (2:024 Ac.) 8?• ~/ f~ . ~, / _ ~'~ f~/ ~~ ~ ice.. ~~ .1--'-~ J~L J F .~ < ~~ ~~ _ i~ ~; ~1-~ ,' f L 7 . - ~~ ~ r .c~ vv :r+r t~.• a~~c~ ;~ ~ ~ . .o , "' o v° o ~ ~~ ~~ m~ .T ~ ' ~ ~ cC3r ~ ~C~U v ~oa°,x A .... y ~o U ~n~z i ~ ~ m ~ O sit ' " '.. c n ° _ c ~ •o ~~ ~_ ~' L 3~°° ~voc~r ~ ° r ~ r+ Z ..+ 3' ° N 3~ r ~ V a ~ ~+4 ~ ; ~ a°i ° V ~ ° C .N !! ? F 1 - L~L~ .. N +. r '• V u 01 v- C C ~ V h V ~ °°_o ~~m~ , ~~N~~ s o~ Paz a ~ .. _, .. ~ ~ y.~_.,_.~.. w v _. ~~yN ~ ~~~ q". w C I L . .... . . onno ~1 3 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page f of 2 FILE INFORMATION Owner ~~ Z Permit # ~~~ DESIGN PARAMETERS Number of Bedrooms ^ NA Number of Public Facility Units Estimated flow (average) ' j~(~ j~ gal/day Design flow (peakl, (Estimated x 1.5) (p (~(~ gal/day Soil Application Rate i v ~ fro gal/day/ftZ Standard Influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) <_30 mg/L Biochemical Oxygen Demand (BODS) <_220 mg/L ^ NA Total Suspended Solids lT$S) <150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODS) <_30 rnglL Total Suspended Solids (TSS) <_30 mg/L A Fecal Coliform (geometric mean) <_10° a /100m1 Maximum Effluent Particle Size %$ in dia. ^ NA Other: ^ NA *Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIFICATIONS Septic Tank Capacity 2~ gal ^ NA Septic Tank Manufacturer ~ ~~~ ^ NA Effluent Filter Manufacturer Z t~2 ,~j~j~NA Effluent Filter Model ^ NA Pump Tank Capacity gal NA Pump Tank Manufacturer ^ NA Pump Manufacturer ^ NA Pump Model ^ NA Pretreatment Unit ^ Sand/Gravel Filter ^ Mechanical Aeration ^ Disinfection NA ^ Peat Filter ^ Wetland ^ Other: Dispers ellls) ~~/ --G/-~/'/(j j~ (~/~ -Ground (gravity) ^ In-Ground (pressurized) ^ At-Grade ^ Mound ^ Drip-tine ^ Other: Other: ^ NA Other: ^ NA Other: ^ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect cond'+tion of tank(s) At least once every: Z _. "3 ^,~ ~h(s) (Maximum 3 years) earls) ^ NA Pump out contents of tank(s) When combined sludge and scum equals one-third IY31 of tank volume ^ NA Ins ect dispersal cell(s) p At least once every: ~ ^ nth(s) Sz (Maximum 3 years) ~J year(s) ^ NA Clean effluent filter At least once every: ~ , ~ ^ month(s) bar(s) ^ NA Inspect pump, pump controls & alarm At least once every: ^ month(s) ^yearls) NA Flush laterals and pressure test At least once every: ~ ^ month(s) ^ yearls) ,~,~A /~ ~~ Other: At least once ever y' ^ month(s1 ^ year(s) A Other: ^ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank{s) to identify any missing or broken hardware, identify any cracks or leaks, measure the 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 inspected 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. When the combined accumulation of sludge and scum in any tank equals one-third iY31 or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of <_12 months, shall be performed by a certified POWTS Maintainer. A service report shalt be provided to the local regulatory authority within 10 days of completion of any service event. Page 2 of v START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: ~ All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. ~ The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POW fails and cannot be repaired the following measures have been, or: must be taken, to provide a code compliant replacem t system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption y system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. aluat a o ing tank l~" ~ T be ' e ai a ~RO!-ll'~ )T~1~ X12 A/~ ~NS77e(JG?tgnJ ^ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name `-^ ~ ~~ Phone "7lS ~ ~.. ~' '1 t~ POWTS MAINTAINER Name Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Phone Name sT, ~r\-CJ l CCU ~A[l~ Phone ""~/S- 3~(p- (O (~ This document was drafted in compliance with chapter Comm 83.22121(b11i lld-&1f) and 83.5411), 12) & 13), Wisconsin Administrative Code. From: TODD FEATHERSTONE To: Kirsten Date: 5!30/2007 Time: 2:23:14 PM Page 1 of 1 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND dWNERSHIP CERTIFICATION FORM dwnerBuyer Mailing Address Property Address (Verification required from Planning & Zoning Department for nE?w construction.) City/State ~~5~?~ ~ 1I V ~ Parcel Identification Number ~ Z b - r! ~ 3 ~'-c~-~ LEGAL DESCRIPTION Property Location .~ /o , _~~. ,Sec. 2~, T Z ~ N R~W, Town of ~L(,[C~Q~-J Subdivision ~~[(~() ~p1~1>S , Lat # ~. Certified Survey Map # Volume ,Page # Warranty Deed # 0 ~ ) ®~ 3 ,Volume c ,Page # Spec pause yes no ~ Lot tines identifiable yes no SYSTEM MAINTENANCE AND bWNER CERTIFICATION 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 yeazs of sooner, if seeded, by a licensed pumper. What you put into the system can affect the function of the septic tank~as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comrn. 83.52(1}and in Chapter 12 - St. Croix Gounty Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Deparhnent a certification farm, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1l3 full of sludge. Iiwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set faith, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 3t) days of the three year expiration date. Lowe certify that all statements an this form are true to the best of my/our knowledge. Ihve am/are the owner{s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms ~kv~~cn SIGNATURE OF APPLICANT(S) 5 ~3di a~- DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department "** Include with this applicatian a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty' deed. (REV. OS/OS} State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document Number {{ Document Name THIS-DEED, made between Rosamji, LLC, a Wisconsin Limited Liability Company ("Grantor," whether one or more}, and Erik J. Steuernagel and Amber F. Steuernagel, husband and wife ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Lot 28, Plat of Indigo Ponds in the Town of Hudson, St. Croix County, Wisconsin. ~iii~i iii~i ~ii~i ~ii~~ ii~~~ iiiii i~~~ ~~«ii iii ~i~~ *$ 5 4 0 8 3 1 ~~~~~~ KATHLEEN H. WALSH °n€ui.°i T Er4 uF OEEDS f~~'~i ~~v~lu run ~~~unv V V% LL% LO<J 1 1 I : JUA~ 'viARnANT 1 OEEO E~EYDT '! n~~ ~~~: i~.w ~Au~S: Recording Area ~~ / Name and Return Address River Valley Abstract & Title, Inc. 1200 Hosford Street, Suite 201 Hudson, WI 54016 File #2694928 020-1439-28-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights-of--way of record, if any. Dated June 21, 2007 Rosam'i, LLC (SEAL) _ ~ (SEAL) * BY:~'~~v b R~ C' ~N~? ~~~ (SEAL) AUTHENTICATION Signature(s) authenti ated on CMAHON NOTARY PUBLIC F WISCONSIN TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Attorney Doug Berg 1200 Hosford Street, Suite 201 Hudson, WI 54016 (SEAL) ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix COUNTY ) Personally came before me on June 21, 2007 , the above-name ~itJ 2,4 C%I-l AC-K~ to me own t e the person(s) executed the foregoing State of Wisconsin ~n (is permanent) (expires: ,,3-' 6 a7J // ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ©2003 STATE BAR OF WISCONSIN FORM NO.1-2003 * Type name below signatures. ................................................................................................................................................................................... MAY-30-207 (WED) 1417 P. 0~2/~3 C5/25/20V7 FRY' lt):25 FAx X15 384 x487 $T ORO~x CO RED Op DEE17$ X002/ODB~_ ~ ~~23(' 306 - 1~7 • STATH t3Att. pF WLStJON5IN FQt3M S - 2tI0O '7 1 '3.3 ~ 9 ' PERSONAL REFRFSENTATIYE'S ~ ~~ KATHLEEN H. WAGSH [k.:ammt Nva+ha DEED REGISTER CtE pEEDS dudv iyiretemaapersvrrulRaprr~mativeofthaestatcvfPloreeceK.)'oleo ("Aascdeat"j, Cof valuable uosasidt~doa cvaveys, witlwut v~ranauty, to Rg,Fg~ttjl, L1~C_ Grantee, the fpllawigg datcn'hcd teal estate ie St. raix Couary, Slate of Wiseonrin (the "Pt+oparry) (1['ttlote spas )s ticedt;d, pleasa attach aQdcudtmt): Please set the zRttached legal tlescrJptlen. ~ ' ~ zlacanitdg~ ~r. cRO=x co., wt t~exvett FoR RECaeo O+i/2~3/20ti!'3 O3:0OPM PER5OKAL REPREStrtiTAZIV ~T t• REC SEE: 13.00 71;AltS FEE: 3448:90 CDPY FEE: CC FEE: ' PAGES- 2 N^TA antl,R;tum Adanw .. - ~ lydfna Rt:dlty 7itis. . • • . ~ ~ ~ 4UQ S. 2nd St., #1'f 6 ~ _ . r - ~. .• Hudson, WI 54016 J}~~ )~I~ PcsaonalRepreycntati.e6ythisdc.QidocscvAVCytoGr,~sttcealloftherstxtc~,d L ~ •-~ initr~st in the Peoperty which the Uaeodaat had lrratrediAtalYptior to peealrnNS death. . Pored IdaseiAeaiion tVumbw (PINT • . and all of ttx Mate and interci in the Piropeny which the P'etionat Reprcaeatalrve has 77tia ~tL9E1.~- honnslcad prvpaty. ainea acvuired. ~ - . (ts nut) ~ .. Dated this 2AtA day of Aarti ~ L7A03 _ - '. - " - - (. _ -- - -- . ~~~_y ~ - ~ ~ ~ ~! ti ~ j°~~a• .. Judy •Niccum . y Personal Rcpsescntativo - ~ Pasana! Representative AVT1:tEN?iCA71`ON - ' ' ~ ~ ACiCPlGWi.$DGMSN'f 5ipnature(b) Judy ,hltctum - 5'fATE tJl? WI5t=t7NSIN ) ' ) era, • - --- --- - - - ST, ChOUf COaaty authentir~ted this 7.8'~ day of Aprtl - , 3003 Pta+onal{y came before me t1'tis 28'" Joy at - Aprll 2047 tNe above narncd • - drier-fit' AIG/ Judy Ci{scum 't1'fI.E: MEMBBR STATE i3Alt t)F W15Cal~fS'Srl - - - (]f opt, - - to me {sown to be the peesaa(s) who executed the l'arogaieg aulhoriaed by § 706.t16,1Nrs. Stars.) inawment aad acknowledged the same. ~ - ~ - 77ii5 tI~tSTa;UM>rNT WA5 DRAFTED BY ~ - , Haywood, Carl dl Andt.raon,S.G,1200 >rrTosford St,SuUe IOti ~_• - • - .~ I'.O• Hox 125 Jlndson, VV,~ Stb16 ~ ~ - . Notary Pu6tle, Slue of VYISGON5IN • My t~ommisslea is Prrorancnt. ([f nod start capitation dart: ($i4natvRi m,r be auchendeatW or rektgwledgett. Both ua not natrsaary.) , .) • tVamrs afputons •isning in any capacity taut[ hq syped w printtd t~etuw their al~ualure. ~ MPO•PRO (1o4{6sS-loft ~.in~y~uhnm.oau ' STA7t:yARQPr1'45{rONSIN .. ~BtagOtvAr. RE~AESt:NTA'A'(VB~S DCEG ~ ~ rott~t rr•, s • soon ....................................................................................................................... MAY-30-2007(WED) 14 17 D5/251Z0~07 FR2, 10:25 FAX 715 386 x687 Sr CRpxX CO REG OF oBEOs 2z~z~N X07 Parccl A: Ther patrol Located is part of tbG TlatTltwast Quarter of tLe $ouHrcast Quarter, the Northeast Quarmr of the Southeast Quarter, ibo Southor~t Qttattts pf-the Southeast Quara~ and tht: $outlteast Quarter of rhr Southeast Quarter, all in ScetioA 24, 'fawn 29 North. Range 19 Wass; sad the Northwest Qum of tl~e t4orsitieaat t~uarts, the Northeast Quarter of doe 'Nauthea~t• Quarter, sad tht: Southvrest Quarter of t6o Northeast Quarur. and the Sotrthesat Quatiar of the Northeast Quarto. alI in Section 25, Taws 29 NoRS, Range I9 West, Iowa of Fiudsoe. CottntY of 5t. trrolx, State of Wisconsta; further desertbed as tollaws; Bcgiaaiag at the sautlt guar6Dt eorluar 0fsaid Secs3on Z4; thettee NaPW 40 degrtxs 3I mioutG.4 OS seconds Weal, (fflrtiu.purpomes ofirhfs descripdea t5o south line of said 5ouliu~t Quattar.asaumad to dt~ NoM 89 degrees 53 raiautra OS stronds West9 ~6 the Noett,5outlt Qnarmr line of said Saetidti 24, c distance of 758? far; thmoo North $9 dsgregr 56 la~utas a7 acconda Est a distaacm of 794:98 fort to Ilse point of 6cgianiog of a tree hereia,utfie; doecn9red ss "Line A"; thence Nort3t 80 deg~ms 16 ououtes 57 seconds Feast, $Iong said "tires A", a diAtartco of 1049.15 feoi tv the point of te~imetioa of said "Lice A"; ffienee North 47 degrees 03 en6outes 07 seconds West a d'rstancs of 115.06 fact; thence Nottb 27 d~eca 4b minutes 10 socodds West a distance of 196.fJz feetta the canto lies ofBadlaads Road; dtenrx North 67 degrnea 34 ~utas 13 sewads East, along said center line, a disaattee of 70831 feet: shenoe Nacth 67 demos 5b tttiautess 31 saorzds Bast. coatSauietg along said oeoAar hne. a distattee of 67x.75 freer to the wastsrly line of BOUNDARY RmG2; according in the rewrded plat thoreof; thence South DO negates ZS tnimatea f7 seconds West, along said we~teriy lirye, a distaaoe of 1ffi6.90 feat to the southwest career of ]~ 7, said I~L1Ir1DARY RIDGE; thence North 89 degrees 43 minutes 38 stx~aeds WeBt a distance of 66.00 fort tp a point 66A0 foot wt~bp'ly of turd pape:ediatlaf to said westerly lino add hseioaffier deserted as "Point A"; tlien~x 5enth 89 degrees 56 taidutea 47 rereads Wrst a disraace of 961.54 feet m a point 66.OD fee[ easterly of sad perpendicular >p said "Liao A^; ihcoca North 00 dcgras 16 minutes S7 seconds East, peraIIcl with told "Lisa A", A distaacc of ]036.45 fact; thopve North 84 dCgtvoa 25 tulante3a +R3 aarapdp East a diataaoe of 82.d3 foci: thmea N~h 77 degrma 2& mSnut~ d3 sccaadK Bast n dia:ateeo of 343,87 foot; tieeace North 83 de~reec I8 miatrtas 4? seavads East a distance oP 201.it6 fear; thanes 1Joeffi 58 doges 53 enieeuto® 3Z 9eogdds 1Gast s distadae of 26323 tlaeaac North 54 dngnrcns .19 miwotes 2S saovada Fast a distance of 112.61 float'; tbGece North A2 degrees 13 minutes 44 seconds East a disWeceof46.55 !'oat w a point 66.00 feat wastoriy oYa+ad papaodieular to said wrs9terly live erf BOUNDARY R117G~ thanes Satdt 00 degrees 25 miaums 17 gccands WsrA, p=rcllcl with said westtaiy Imc of 8t7UN17ARY 1C11]CiB, a datmcc of 13TO.ti4 f~ ro earn "peiat. A"; three South 89 degrees 43 miauta! 38 set~ds Boat a disltmec of 66/b0 foci m raid southwest setae of Lot 7; thence Soush 00 aegrees 2S ruinutcs 17 saeondm west alsa:g said wcYlvly lino of >3Ot761DARY I:tIDGE, a distaaee or' 16~.SS feet to tke North .lino of said Narderaest Qaarar of 9octiare 25; thatecc Sautb 89 dc~ S3 minks 05 secvada East, along the north lice of said-Nvttbeast Quarter and tho south line of B4CJi~IDARY RIIX:E, , a distaar~ of 760,T5 fat to the aordtettst cotper 4f said Northeast Qwrtcr'. elrence SvutB 00'dagretes ~29'»uutas 03 seetoads West, along the Gast Irnea of said I4ortbeaet~uarfer; a dislattce of 2616.15 foot ro deo southeast sorest of said Nereheast Qnartsr• thence South S9 degrees 25 tnittutes S8 scvoads West, along the south' Ifilc nF raid'NortheacsC Qesarter, dislsnGe: of 2b06.35 foot m the sottthwcsi earner of said N~betrs't Quarter; tt„~.,M Nook 00 dag~ocy Z4 anntrtes ! D axonds west, alateg the west line of said Nortix~t Quarts, a distance of 2t>4T29 fact to the post of be~aaiog, St. Croioc toeasty, Wisconsin, except that part desa~ed as faltorrs: All of the Southnvest ~/. of tbo Norihcast r~ anal also the West 550 Feet of the Souilteast '/. df the Northeast % and Also the South 250 Ce~dt oC tho Southeast 54 of the lrlorlbe~st'rG, oteept the W.~t SSO Fect; ell in 3etriau Z5; Township 29 Norrle, Raagc 19, Town of Hadsory St, Crouc County, ~sr:o>Z.sio. ~j~/~ ~~. JDI~ ~ • ~~-GUS ~~- ~~~ ~ -r~~-aoo, ~o - ~a~~ - y~~ ~o ~ ~ ~~-~~ ~Qll~~~~3o~DDOf ~D'l~'~9+y0'D~ ~Crlo~I,-~a-a~ d~->'a~~a--~. ................... P. 003/003 ®4Q3/Qt18 I~ am N N N ] ' C ~ ~ "° O ~ ~ i V ~ t?F \ ~ ro N C p p C C ~ ~ m „~ . ~ ~ ~ N N Q. O ~ t"; O (D O p ~ n O N U. v ~ CD (:~ A IN r o 1_~ 3 0 ~ -=~ z ~ i p ~ " y ~ C m a I ~ ~ i ~ ~ c m N a ~ O I ~ 0 C~~ O .~ CD r\ /^\ C v 1 N (~ m 1 ~ ~- N ~ (~ I a a rn cn o cn o ~ ~ o D °-' ~ ~7 I N ~ Q C O N fp 3' d N (D ~ O ~ !D S y O C ~ W 7 O N N O I O O W ffl 0 o O ~ p- ~ u, o ~ v ~ o ;, f c °' o 3 ~ N ~j I A ~ ~G ~ .. 'i 'O # C v ~ w o ~ K ~ M O O (n ~ O O p C a N 0 W C N O O _ A ~ ? w ] ~ CO C.J o m '! o ~ I R'I I p A O ~, O 0 O N N x' Lf - ~ Qo a 3 a a I~ ~ O O O fD (N11 N 0 N ' N N = 0 o rp m y O O ~ '. '.. Uf ~ ~ N O ~ ' ' ~ °' ~ ' m O O O p1 ~ ' 1 J p0 ~ fp lA (A = ,j Q v v o a f° 0 f ° A ~ o 3 N ~ °~ , , ~ 'I .. o I ~ a ~ D ~ ~ D ~ ~ ~ w v, rn c 3 N p N ~ n m ~ O ~ A -i Z cn A C ~ ~ ~ ^ 3 d A 2 ~ O 7 I ~ 00 ~ m ~ ~ a .~ Z o 3 -• A ~ o .. z m ~ N z ~p A A ~ G c C. '1 r U '~ K `S e1 C ^z C .7 A. F A 3 Z ~. V N O O ^C ~J a '~+ V