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HomeMy WebLinkAbout020-1170-30-000~. c •~ N f~ ~G h 0. v., C n O I 0 N a c O c 'C a S •~NN ~r N h~ wCJ •~ • O r.~ r •~ C 7 LL i ~ ~ ° U O M I d. Q• ° > ~ ~ y O z w O ~ V rn ~ z ~ a m N ~ ~ ~ o- N c C~ 0 2 ~+' -°c of •U ~ r =O r (~ N ~ °~ 'a C ~ 'O Y ~ U_ ~ C~ N N ~ o d z° ~ z .. ~, N ~; E W y O y d O ~ C 19 i y w y ~ .~ d L ° oco co p O d °J o to to to W r ~ _~ 3 3 ~ ~; ~ a a a d c g o fn J U '. 2 N N > O N ~ O O C `° ,o E a ~, °' :°. m w y 00 ~ = y t O O C M M ~ ~ M C O ~ L ~ ~ c O ~ ~ O ~ N O ~! ~ ~ O 7 O O = (n V O :: ~ >' "' L ~ ~ . ~£ a~ L ~ ~ Q L a E i ~ ~ ;~ 7 U a ~ O V1 U v °o O °~ N O N N w m ~ ~ ~ Y ~ a? w c o c o -o ° ~ o N N ch "6 ~ ~ N N 7 04!-~ jt N L N C B > N ` • rn U ~.N O~ t+ L N "' f0 M O N N A T 3 N ~ N~ c N N y C N ° m a° ccef% ~~ ~ ~ ~ ° m C VTj N V~ V N~ p O O O Z a ~ L y~ o 0 N O ~ N O 0 0 0 °~ N~ ' ,_ O U O~ E O C p O ~ N a'D 3 N~ N~ U ~ Qi ~°° o m m x a~ co N d t a~ W~ N C N N y -v N O p Y ~) N ~ c E p° ~ U ~ ~ ~ N Z y 01 o Q n O O O (J O O ~i y ~ c :n r~ (0 (0 a`5 c c ::7 N >. T N ~ ~ N E a ~ 00 ~~ N m( ~ N ~ ~ ~: ~ U) I II 'O C 7 LL 3 M ° Z y .. ~ i p m m ~ a m c 7 m C N N N O ~ m N d N ° ~ ° d ~ i o a~i z m z ~~_ O O i l6 N - d l0 C w w ~ D O d o ~ H H ~ O O O = a a a a~ O ~ ~ C O O m L N O ~ r r m 2 o d ~, ~ N C Q _o N N O 2 °O ~ ~ CO a0 O ~ E a d a T ~ ~ ~ C w 7 O to U -o 0 w o O ~ N C O 7 y ~ p O ~~a~i a °Lp.~ a o N c O O ~ N ° ._ c9 O ~ C N NYS E U ~ ~ m a N m = N C C ~ ~ o m N•3 N N C f0 +. Z N E c E N ] N N (6 Y U ~p Q O O "O 3 ~ .. ~ E ~ o ~ ~ oar- Q I-~F-ti N N) E N a~ N O ~_ N Y t0 ~ E E ~ ~ r O Z ~_ a z°O O U y ~ c C [~ N N -- ~ Z ~ o E L~ v> f0 N = ~- Wisconsin Department of Commeme PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT J GENERAL INFORMATION ~~ (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. permit Holder's Name: City Village X Township Sias, John Hudson, Town of ;ST BM Elev: Insp. BM Elev: BM Descriptio /o~ ~M 1 S T TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ ems- ~ ~ ~ ~ , 1./~ ~V/~' F' ~ ~ L o~~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Se tic ~ ~ ~ ~ZG, 7 5~ Q ~ 1 ~ i ~~ ~ 756 / ~ l ~' ,_ Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Mod umber TD ift Friction Loss System Ft Forcemain Length Dia. Dist. to well SOIL ABSORPTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 479229 0 State Plan ID No: Parcel Tax No: 020-1170-30-000 SectionlTown/Range/Map No: 07.29.19.1059 STATION BS HI FS ELEV. Benchmark 1.75 iot.75 /~ Alt. BM ~G Jw ~ ~~ ~$, . ~~ Bldg. Sewer ~ i , \J SUHt Inle~1~ ~ ~ I,, ?~ `ter J ~jL ~ /L /J~T/ SUHt Outlet ~ . ~ ~ • 3 Dt Inlet \ ~ Dt Bottom ~ Header/Man. Ib ~ 6 ~~` Dist. Pipe ~I .9~ ~ ~C J Bot. System ~3 ' ~ ~ ' ~e .7 Final Grade 7, g~ .zS St Coverr1~ YY^^ ~.. 3 .$ ~ 7 q I b BED/TRENCH Width ~ Length ~ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ zv Z I r2 ~ `~~ ~_ ~. SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ,~- I INFORMATION CHAMBER OR ~,1. A. Type Of System: 1 ~ ~ ~ i f,~ ~ ' l ~~ ~ , ] (~ / /'J~ /l UNIT Model Number. ~ °~ Go ~J Q.~ t jCcJ t , t~ t G DISTRIBUTION SYSTEM 7 S .J.,. J.1_ ~ ~. ~~ e~~ ~o ~ ~ a~"aJ Header/Manifold ~/ ~ Distribution x Hole Size x Hole Spacing Vent to Air Inta L - / / X ~J ~j Pipe(s) \ \ ~ h l Di i L S ~ \ bv~... V Length Dia ng engt a pac R(~II. CC)VFR v Drncc~~rn Svc4nm~ Anly vv Mn~~n'1 (lr A4.GradP SvatPms Only Depth Over ~ Bed/Trench Center / Depth Over Bed/Trench Edges ~ xx Depth o Topsoil ~ xx Seeded/S dded xx Mulched 5 r _ Yes ~ _ ~ No Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 332 Harshman Drive Hudson, WI 54016 (SW 1/4 NW 1/4 7 T~~2[[9N R1nn9W) Edgewood Estates II Lot 79,80&81 Parcel Nor: 07.29.19.1059 1.) Alt BM Description = S~t ~ Gd ems' /'Ir'~.~(p~... i ,,,~-alit' ~ ~(et,Je.r~ G.~,.,..,~,~t~ 2.) Bldg sewer length = ~ ~~-; ~, r, -amount of cover = f ~ ~ Maw '` n~..~' G ~~~1 ~a~~~ ; ns~~~l~ ~ ald~ s~~'e,n~. ---,-- Plan revision Required? ~ ]Yes No 1 Use other side for additional information. I- ~ ~ `' Date SBD-6710 (R.3/97) I_~ y Cert. No. Safety and Buildings Division 201 W W h County , ~ ~ C ` ~ m . as ington Ave., P.O. Box 7162 / O + X ~scons~n Madison, WI 53707 - 7162 Sanitary Permit Number (to be filed in by Co.) ~ De artment of Commerce ~ (608) 266-3151 ~ ZZ ,. Sanitary Permit Application ~ ~ State Plan 1.D. N u m ber I d / / ]_ n accor with Comm 83.21, Wis. Adm. Code, personal information you provide , V n maybe used for secondary purposes Privacy Law, s15.04(1)(m) D Project Address (if different than mailing address) 33a ~ - ~ ,Yt ~~ I. Application Information -Please Print All Information . s ,, ~..l. . ../~~rs ~ W / S 5P0 / ~ Property Owner's Name JU~"0 ! 2005 arcel # Lot # Block # 5 ~n Mai S,4.s ~ ']9' Q,o'fi'1 OS Property Owner's Mailing Add s ST. C;RQIX COUNT,' Property Location v~ ~ ~ Gk,aS~/1 u~ 171" ZONING OFFICE S w ~ ~ ' Ci State tY, Zip Code Phone Number /•, Section ~_ ~~, ~~ // 1't U ck J D w ~ S~~~ (e 3 8~e "~ y 7.~ R /a,(oEcle W T~ Q N II. Type of Building (check all that apply) ` ~ , -L -~- ~~~ `~~'N~ Subdivision Name CSMN b ~lor2FamilyDwelling-Number of Bedrooms 3 um er ^ Public/Commercial -Describe Use _~. ~~ L~c~ x ~ ~ ~S~ ^ State Owned -Describe Use c~.°1 ~G6,ow Le,i ~ rCec e-ke ~ ~ (~+ ~ ^City ^Village~i'ownship of vd, p h 1 1 a e! r ~. u: G III Type of Permit: (Check l b li . on y one ox on ne omp e e me r app rca le _ ~ 7d , A. ^ New System Replacement System .~-- ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T e of POWTS S stem: Check all that a I Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter Constructed Wetland ^ Pressurized In-Ground ^ HoGld i n ~ Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter , c 7 Recirculating Synthetic Media Filter ~•l..eachin Chamb~ I ^Drip Line ^ Grave]-less Pipe ^ Other (explain) V. Dis ersal/I'reatmentAtea Information: -- C e•r--s 3y1 - e Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Are$ Required st) ispersa] Area Proposed (sf) S}~m Elevation V~ `' VI. Tank Info Capacity. in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New E~dsling Tanks Tanks Septic or Holding Tank ~ t Q OD ~ U f Q,~, s ~- ,~ Aerobic Treatment Urrit r r Dosing Chamber •f~ Q CQ k •'~. ~ L SL s VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number IM ~ ~~o- IM. `DehQll YI~~, add. Z Z~ 0 3 S.. <o/ t - Y (~5-19 Z Plumber's Address (Street, City, State, Zip Code) ~~,AA VIII. un /De artment Use Onl Approved ^ rsappr Sanitary Permit Fee (includes Groundwater Date Issued Issuing t Sign e S s ^ en Reason menial Surcharge Fee) 3a~ • IX. Conditions of ApprovaUReasons for Disapproval ~\ ~ , e °, ~-- a G 2 . 1 ~ . J p v1. ~ t SYSTEM OWNER: ~~ ~s O 1. Septic tank, effluent filter and cr-f e--- 5. O /DG.: T nD~ pe-~ G di l ll I I spersa ce must all be services / m _ 1 ~ ~ ~ ` ' / as per management plan provided by pknnber. ~ C~.,,~e15 ?~ ~• ~"' cj ,g X z d-( J 2n.c1~ - ~ 2. All setback requirements must be rred as per applicable code / ordinmces. ~ ~G~ V ~) ~~ ~~ ~~1 •-•r~.. .v.up.c,c p..,s tau auc wumy onq/ rot me syscem on paper not teas roan alll x I1 inches io aiu I ~~ /~ ` ~J SBD-6398 (R. 01/03) l(~c-a.(/v ~ ~ ~°~ -~: r H N T r a ~° 3 I p ~ ~ ~ ~ Sc.a/e : / "_ ~~ /31. o ~ Soi/ cdalua-Eia~ /o:t C~, C""~ U ~ ~ ,J ~ ~.1 0~~iC.Ilfa~yS,273`Ji'ojo, ' ' _ as d /'i VC W 4y p i 1 ~ ~ 1 Ed~ c.9ax/ ES ~s 1L, _ _, ~ Q ' ;~ i ~ I ' ;fie ~ ~~_ ~ 3~ ~ i ~~ . _ ~ I ~, -~. ~ .~- ZLsa 3 6 i ••- ~• \8_ ^~~ ~ '~ 8 ~,, ~ -~J I I ' ~ ' r ~ I / C ~- I S ^I I I U I I ,~ ~ I >` ,~ ~ ~ A ~ 1 h i • , ~ ~ r ~ ~ °° ~ '~ ~ m ~ ^ C ~ ~; - ~, ~' _ t .G ~~ 2 I •~ ~ ~ ~ `~, ~ ~ .w o ~ ~ ~ ~ n ~ ~ 0 8 ~ P 1 ~ h ~' _~ ~ v ~~ ~ ~ R r F A ~~ %, ~ (~~, 3o-F3 ~~ Y ~ °~ 0~ Sc~./e. ~ / ~_ ~ /31.0 2~ ~ .Soi / C d4 ~t.ca'~ia n ~O; ~ U (/ o w, ~ \ r-.1~ol, ~ Q- n1a~~,pS~z~ s `JL~op. ``~....~p ~` \\ ~ \, ~OtS 79 ~, ~CJ~ ~~4G D~ v 1 1 1 j_1_~ •r/ e ~ r H N T 1~ a ~° 3 I p ~ ~ ^~I i ~8 ~~" -.-J I I l ,~ a n n ~ ~ I a •I I i ~ I I J ~ ~ / ~ I I X ~ ~ ~~ I h ,f ~ ~ 1 .~ m ~ ~ C ~ ~ ~` ~ ~ ~ 1 'L ~ ~ 'o ~ ~. n ~ ~ 08 r r ~ ~ ~ a ~ ~ v L F- ~~ ~ • !' r t A d~;veway p ~, ~ ~ E-d~c.9ax,~ES --, c 2 G pt o 8 . _, ` ~ ~ ~~ ~o ~J \Y..F' r Z~ ~J~' ~ cow ~ SOIL EVALUATION REPORT Division of Safely and Bungs ~., „„~ iaie1i r.,mm ~rc,c~ 1913 Page 1 of 3 A.C.E. Sod 8 Site Evakratia>s ~ b Attach cxxnplele site plan on paper rat less than 8'h x 11 ' usf ' `~+E~ ~/ ' St CroDc dude, tart rat lenited ~: vertical and hor¢ordal reference point ~ percerd sbpe, scale a dirnemsions, rarlh arrow. and IocaGon and >~ ~ ~ ~ I . 020-1170- p , Piease printaHirtfnrtraation. ~' 'U gy Die Pasonel irFarmaliai yw pmvide nrey be used far aeaaKlery t~P~s (~~Y . s.15 ]k "`n ~ 1SS Property owner CE John W. & Mary S. Sim Govt- Lot NW 1/4 S T 29 N R 19 W Property Owr>ers Mailing Address Lot # Block # Subd. Name a CSM# 206 Chestnut Dr. 79-80-81 Edgewood Estates II Cdy State Zip Cade Phone Number _,( City ~ Village fi Town N~rest Road Hudson p WI 54016 (715) 386-7475 Hudson Site Address: 330 Harshman Dr. taw Construction ~= t~' Residential ! Number of bedrooms 3 Code derived design flow rye 450 GPD J Replacement _~ Pubhc a corrnrrerciai -Describe: Parerrt nrateriaf k>e~ over glacial t~ Fkad plain elevation, if applicable na General corsxrtenss and r~x~: LstaN conventional POWTS using two trenches with combined E.I.S.A =1,125 sq. ft at elev~~~ ng system - _ g ,~ . `~ a r\ - l d- a # ti' Ground Surface elev. 93.60 ft. ~ , $ o ~ sys ~ ~ ~ rHnidng factor irl Sop Appbcation Rate Horizon Depth Danirrant Cabr Redox Description Texture Sinrcture Carsistence Raob GP DIit? in. AMx>,geN Qu. Sz. Can. Cobr Gr. Sz. Sh. 'Eff#1 'E 1 0~ 10yr3/3 none sil 2fsbk mvfr cs 2f,1mc 0.6 0.8 2 6-25 10yr4/4 none ~ 2fsbk mvfr cw 2hnc 0.6 0.8 3 25-46 7.5yr4/6 f2d 7.5yr5/8 sid 2msbk mfr cw 1fm 0.4 0.6 4 46-70 10yr4l6 none gr Osg ml cvn 1vff 0.7 1.8 5 7 7.5yr4/4 none gr s! & Is 2msbk mfi - - 0.4 0.7 Redox. aor>oer>fr~or>s in H3 located ~ 38"-46" and are in~cative of sahrrabion due to hydraulic faikue of existing dispersal ceN. HS of ~ txrsorted mixtwe of 7.5yr4/61 msbk ~ sl & 10yr4l6 flag gr Is & approx. 20% coarse fragrrrents. o~# e~ M!' P~ Grormd s~xface elev. 95.04 tt. pew to ~nrtmg favor > 118" rn. Sod AppGca6on Rate Horizon Depth Dom~t Cobr Redox Description Textixe Stnatune Corrsistenoe Boundary Roots GP DJft' in. bkx>sep Qu. Sz. Cart. Color Gr. Sz. Sh. `EtT#1 'EtTpr1 1 0-11 10yr3/3 none sl fiN 1 msbk mvfr aw 2f,1 m 0.0 0.0 2 11 26 10yr5/6 none s f~ 0 sg ml ~ 1fm 0.0 0.0 3 26-34 10yr3/3 none sil 2fsbk mvfr cw 2f,1m 0.6 0.8 4 34-86 10yr5/4 none sil 2f&msbk mfr cw 1fm 0.6 0.8 5 18 7.5yr4/4 none gr sl & Is 2msbk mfi - 1f 0.5 0.9 H#6 cow of an unsorted mBdtrre ~ 7. 1 msbk SJ S 10yr4/6 ~9 ~ Is. Loading rate refleds ~ variabiCdy hor¢on. Horizon #5 corrtains 25% gravel permiabilily of horizon a~ociated with & cobbles. • Et'l~ent #1 = BOD ~ 30 <_ 22p and TSS >30 < 50 uent #2 = BOD < 30 mglL and TSS <~ mglL CST Name (Please Print) S" CST Number James K Thompson ~- 3602 Address A.C.E. Sok 8 Site Eva&~lorrs Date Evahration Conduced Telephone Nurrther 340 Paulson Lake Lade. WI 54020 5/192005 715-248-7767 3~3 5~ ~~ " G ~~ ~ ~I ,~ h ~, prey owner ]ohn W. & Mary S. Sias Parcel Ip # 020-1170-30 Page 2 of 3 a Bau~g ~ ii+" Ground Surface elev. 93.24 ft. Depth to limes factor >98" ~. ~ q ~ Horizon l)epih Daminarrt Cobr Redox Description Texture Stnrctrrre Car>sistence Boundary Roots in. Cu. Sz. Cant. Color Gr. Sz. Sh. 'Eff#1 'EtT#2 1 0-7 10yr3/3 none sil 2Fsbk mvfr cs 2f,1m 0.6 0.8 2 7-16 10yr4/4 none s~ 2fsbk mvfr cw 1fm 0.6 0.8 3 16.48 7.5yr4/6 none sid 2msbk mfr ctinr 2fm,1c 0.4 0.6 4 48-62 10yr4/6 none 9r.slls Os9 ml cvv 1fm 0.7 1.6 5 62-98 7.5yr4/4 none gr sl & Is 2msbk mfi - 1f 0.5 0.9 HlfS torts of ~ unsorted mixture of 7.5yr4/B 1 msbk gr sl & 10yr4/t3 Osg gr k. Loading rate reflects arMidpated pemaabi~ty of horizon with textur al vary wilf~ hormon. Hormone tf4 8 5 cor>fain approx. 3096 gravel 8 cobbles. Boring ~ J ~8 J Pd Grarnd Surface elev. ft. Depth to limiting factor ~. ~ APP~~ Rate Horizon Depth in. Domirrant Color Murrsell Redox Description Qu. Sz. Cord. Color Texhxe Stnrchue Gr. Sz. Sh. Cor>sistenoe Boundary Roob 'Eff#1 'Eff#Z ~I ~ ti ''1 Boring # J ~9 _~ Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depfh Domarant Cabr Redox Description Texture Stnx~xe Consistence Boundary Roots a~. Mungell Qu. Sz. Cont. Cobr Gr. Sz. Sh. 'Eff#1 'Effti2 ' Ettlvenk #N = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mgll * Effluent ft2 = BODS <30 mglt and TSS <30 mglL 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 60&264-8777. r /31. oz' ~~ ~~ p_ ~ ~ ~ ~ ~ ~ N ~ ~ as ~ m ~ I ~ ~ , Hp ~ `^ ---- ~ ' ~ I I ~ A~ , l ~ ~~ ~ 1 I I~ 1~* ~ 6~ .~_ __y ~ ~ I ~ ~ ~ I I __~ ~ I I 1 ~' i l o n ~ 3 ~ • I o I IU I I ~ I I ~ ~ ,~ 1 I f~ p\ ~ ~ ~ / 1 A / ~ ~ ~ ~ // 1 p ~ ~ ~~ ~ V~ J ~ o o ~ ~ ~ ~~~ 0o C; ~ i ~ ~~ ~^ R y ~ ` ~ i ~ o ^ ~ ; ~ n ~ ~ o n g 1 Su.~e~ /~_~~~ ~i/Gc~4~UA~ion/D%~ ~ EXi S ~i~ic ~ i'adr e%~ r-!~D/~ rl ~. ~ary .5i 7{ 3 ~.-op. /0~"5 79 ~, 8'~/ ,O/~~ off' Ed~c c.9dd ES ~s ~, T . of ,~C. olsar+, 56. Crrn)r G. d B n '~ \y.D V •0 (~~, 30'3 oor.uti~e.r;r No WARRANTY DEED'S srA;rE ILvli Ot•• wl~a)~~IN r~ox~I ~-taea A `, '1 ~ ,f r..,; ;roc[ nr. st ~•.~a ;.,,w ,,.., r,, a REGISTER'S OFFS ~E .Sam E. Miller, a sin~;Ie person - ~ CAOIX CTY,'rJi Recd !or Fecc~.f ...._ _ ._ _ FEB Z 7 1996 ,ind warrant, to .John W._-Sias and _,titary_S Sias,. - gt l ! : a0 ~. +,1 i husband..and..wi.fe _. _ ~~~~. ~~,"y.. • ..... Re~lSter of . ' ' _. j ~ St ~ Croix ttl~~ Cnllowin;; described real estate in .._ _. _....County, Mate ~. ' ~~"iaconsin: Taz Parcel \o:.. - C ~U- l j ii)- jQ moots 79, 80 and 81. Fdgewood Estates II in Town of Hudson, St. Croix Ccw~t~-, Wisconsin. - S~ as ~~R r~ l` ~: Thi; IS- i~QT_ .-_ -homestead propertt•. (is) (is not) !•;xception to warranties: RE'StrlCtlOi]S, Reservations, convenants, easements and right-of-ways of record, if ~tny. AUTHENTICATION Signature(s) ................ authenticated this ........day of ........................ . 19...... R .~. TITLE: 3fE:l-1BER STATE BAR OF WISCONSIN (If not- ------------------•-------------.._..-- authorized b ...-.'-"-'-"'----'- y ~ ?06.06, Wis. Stats.) ThlIS INSTRUMENT WAS DRAFTED BY ._.__-Sam-.E Miller (Signatures may be authenticated or acknowledged. Both are not necessary.) Febrt~ry l~~ 96 . ~-;~' - ~ ~ ,:.e:~i.. •.Sam,~ Millec ;t:.~t.~ ACSNOWLEDOMENT STATE OF WISCONSIN t ss. St. Cro1X - .-.County. -- Personally came before me this 26th ' ua}• o_ ----------Eebruar3r ............._., 19...6- the above nan;r,i --_--,Sam--E.l'~fillec,-a_single..person-...... to me known -~b&'' a ~r,}ori~ .S-. - x•ho eve~• iced ti e foregoing; in rur~nt <<Jid•acT~now)e~j~Ze tJ!e sa~r.:~. :r+' F --~~ ... ~ ~ -' - - `otarv Pubhts_ .:~~.(,._ ti-CK Cnunt~ Ct•.. ~Ir Conung=,fiir is ,perm~9ent.tlf not, tltc sa ..io•~ i _ date: ..._ % ~~/.~ ,., G t'. j -: R • S ~ N l./~[V~ SUR~I~Yii~t~ . HUDSON •, WISCONSIN 54016 (7l51 386-200? Nome River Valley Abstract & Title Inc. 220 Locust Street Addre:t Hudson, WI 54016 De:cription ~ Lots 79, 80 and 81, Edgewood Estates II in the Town of Hudson, St. Croix County, Wisconsin. 3~-1 - S~~ ~ ' F87-201 PLAT DRAWING N This is not a complete Land Survey R/W Wisconsin Telephone Company, Vol. 421 Pg. 304 20' In width, along streets. Protective Covenants: Vol. 697 Pg. 166 W E S 10' Utility Easement S89°11'20"W 448.00' _ -x--- _ --- ---- ---- 140.00'. __'-`_ 19 2.00' . _ ._. _._.. _.. 116.0 ' __ - N ~- __-______.-..-.______ ._ ---.._._...W...„, LOT 81 w LOT 80 1~ LOT 79 cn 0' 4 6' ~ ~~. - ` ~ O~~ ~ti .o ~ House~6 ~+ ~^~ ^~ _ ~ 1a o ~ • 'r ~~ ~ ~ ~~. /---10' Utility Easement 61.32 e u6. 00 R. d1 ~ 1 ~ . ~n.00 N O N .-. s y N 0, N 41.39' Nb9°11'20"E 0~ 00~ % ~ 0 00' 8p• 00' ~' ~ ~ ~ `P, 1r-- o ,~f~.SHMAN DRIVE The location of improvements on this drawing arm app::oximate and. are based on a visual inspection of the premises. Tlie lot dimensions are taken from recorded plats and deeds of county records. This drawing is for information purposes only and should NOT be used as a complz"~e Land Survey River Valley Abstract E Titie Inc. has agreed to waive the minimum standards of AE-5 .~ _.__ '~ ~ I t' • , rr l I. ti ~ ~ I '~ 1 o• jt'. T. N p .-~' I '~ ~~ ~ r ~. ~" .~ . ,,, .~ ~ ~r I I ' ~'' z ~ ~ "I / \ l I / i I . I ( .L-. Lt .~,~ p I M• I I \ I ® ~ ~~ 'I q'if \ ~ ~ ~ ., ~ A I I i ~ ~ ~ ~~ ~ ~ '`~ 1 • ~• • I I I I I 3f ~i *' I .~ I I I c. 2 a.nfS ~w: : ,~; ' • • ~ ~ - Filters ~~ t~l PL-525 EFFLUENT FILTER (~: ~:~:~ . , . ~ ~,:~~ ~._ ; ~ ~~ . ~ -. ~_ Polylok, Inc is pleased to add its new commercial filter to its existing fine of quality effluent filters.The PL-525 is rated for over 10,000 GPD (gallons per day) making it one of the largest commercial filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the new Polylok PL-525 has an automatic shut off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. No other filter on the market can make that claim! PL-525 Maintenance: The PL-525 Effluent Filter should operate efficiently for several years under normal conditions before requiring cleaning. It is recom- mended that the filter be clearied every time the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace septic tank cover. Alarm ~ Acce is PVC accessibility y ~~`"--~-. p extension handle 525 linear feet of 1/16" filtration slots - ~ Rated for over 10,000 GPD Accepts 4" & 6" SCHD. 40 Pipe "\ ~.~ -, ~_. J~ \= ~_~~ _ Gas deflector r Automatic shut-off ~' ~`'~ ~~~~ ~~-- ball when filter ' is removed U.S. Patent No# 6,015,488 ' ~~ ~, ~' 5,871,640 ~~ 'i ' PL-525 Installation: 1. Locate the outlet of the septic tank. Ideal for residential and com- 2, mercial waste flows up to 10,000 Gallons Per Day (GPD). 3. Remove the tank cover and pump tank if necessary, Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. 5. Replace the septic tank cover. Polyiok PL-525 Support Stand Should you feel it r~ecessary to add additional support to the PL-525 filter, use asix--inch Schedule 40 or SDR 35 pipe to extend from the base of the filter to the bottom of the tank. The extention pipe needs to be anchored to the filter housing with one or two #10 X 112" SS screws. Anchor 1-2 Stainless steel screws through housing and into pipe. Use #10 X 112" 6"Schedule 40 Pipe Pipe rests on bottom of tank Technical Specifications PL-525 EFFLUENT FILTER (COMMERCIAL) ~8178N1 CHECK _ _ J ~ ' i' <~ ~. ~ ~ EXCEPTS 6' SHO b ~ / FGR INLET EXIENIIIXJ __ ~ 11.35 11.57 .. ~ WTLETBUSHING EXCEPTS ~ ~ 'S d S ~. 8.10 1 + 4 CH /O G CH 40 i ' ~ ~ ~ j ~ - _ ' ~ ~ ~ ~ ~'~ it ~ --- -- lose - --- ~ ~ ~ ~ ~ ~ ~ ~~ I " s.ra rs~~z~ "'-_ ij I ~~ I i 3aos I I PL-525 FILLER HGUSING ' ~ 1fl34 ~ / PART NO. -30142.525 - - ~ -'~ MAIERIPL > HOUSING -POLYPROPYLENE _ ~-~ ~~ OUTLET BUSHING-PVC ~ I ~ 1 6.5 BALL -HDPE ~ I ~--Ql//Cl ~f4 rM STANDARD CHAMBER Quick4 Standard Chamber SEGI I(JN VIEW MultiPort End Cap .~ ~ ~~ 12" -- . ~ ~ ~ ~~ ~ ~ ~ =~~@ I ~ iI( -_ - -- ..-- --_____ 34"------ FRONT VIEW I ~I ~~ ~~ F ~~) ~ i~ ...~ ', i `-__. -_____ - ~. _.. ... I~ SIDE VIEW SIDE VIEW TOP VIEW Quick4 Standard Chamber Nomina ;Specifications ; : MultiPort Entl Cap Nominal Specifications ' Size Wx L x H) `~ ,?"z ~: - 4~ X;52' x 12".: Size (W x L x H) ~` ~ 34' x 16" x 12" Effective Length = ~ - - ~ s .' ~~-i , ~ 48" t Invert Height "~8' or 1.25' Invert Height i r:~ + ,~ ''t 811 t:' ~ - >, r j;~ °~td -~ i ~ tf ~~ fit. r ~ ~ j ey INFILTRATOR SYSTEMS INC STANDARD LIMITED WARRANTY _, t ~ a t ~ y of each cha nbe r. u t late, wedge and other accessory manutactr e i b I filtrate I I 't 1 wt er Installed and operated _..s e ep is system acco Glance with Inflltrato s instructions, is waranted to tha origir 31 p cl. se (H Idor") against tletectrve r ohcman_ ~ [ for one year hom the date that the septic permit is issued for tho septc system c.mta vng the Unls: provided however. ' zennit 's not required b> applicable law, the warranty periotl will begin upon the dale that installation of the septic system commences. ... rarity ghts. Hpldo ~ t at -I'ly Ins trator h wr t'ng at its Corporate Headquarters n OIC Sayb ook ~qr nect t w th ~ fifteen (15) -' , C to t nfltrator w I s Ippl, e, laeement Units for Units determined by In0ltralor tp be Gov rid by h s ~ i led Warranty. ' Bpi I filly CpdeS h0 O.SI of rerrlOVa and/OI nslAatlpn OI the Un(s- ~ ~- ~-JF~F IN1Y AND Rf MF[~ILS IN Sl1bPARAGRARH (e) ARE EXCLUSIVE. iHFRE ARE NO :'TI If=R WAWf?ANTII:S WITH IiFSPEC.~ r ~-n. Jf'ING NO IMRL'.EU WARRANTIES OF MERCHANTAeII ITV OR FfTNESS FOR A RARTCUI.AR BURRO F - 7 e t ha he vod f .~ y>a~l :N the charnbor syslen s rnanulaclured by a yo e othr tl ~ I IIt ~lo~. th I t .d w I 1k5 ' ~ - s cluent al s>r c; al nr Inr Tee' damages. Infiltrator shall not be liahle fo penaltc:s x I n .d< t<~d d n age.,. trAUd r y li ;s cif . 1~ ~"' ,~ ~ I ~pnr and materials. overhead costs, or o\her losses or expenses incurred by the Holder or any Ih rd puny. Spnclfically War arty coverage a;e damage to the Units due to ordinary wear and tear, alteration, accident. i suse. abuse or neglocl of pit mil suplacled to vehiclr, traffic or other conditions which are not permitted by the Installation instrucoons failure to maintain the K set fodh In th . stallato ~ ' sWCtions; the placement of improper materials Into the syste n rort~in nq the Uri is fa lure of n~tr E -. =1em due to ' proper s'Ung or Improper sizing excessive water usage Improper gre ,o disposal, or rnproper operas on; o~ arn~ othe• ~ ~ r. ~ ~-d by Infiltrator. This t,mrted Warranty shall be vnld K the Holder tails to comply with all of thn Penns set fodh in this LimiteC vacant. "umher. ~n no event shall Infiltrator be responsible for any loss or tlamage to the Holder, ine Units. or any !herd pant/ resulting hom instailatlon or ship `en1. or hom any product IlabiGty claims of Holder or any third party. For this Limited Warranty to apply, ttte Units must be Installed m accprdance .. ~"~. a- sae oondnlons required by state and local codes: all other applicable laws: and Infiltrator; Installation instrurtinns. ~C'~ No representative of lnflltrator has the authority to change or extend this Limited Warranty. No warranty'eppbes to any party other than the onor -rat Holdnr ~, r a!~ree ~enresen;s the Standard United Warranty olfe2d by Infiltrator A limited number of states arts c;ounfies have ditferenl warranty require ~ rurchase--~ o! Units should contact Inf~ltrator's Corporate Headquarters In Old Saybrook, ConnectiC,ul, phirr fo such purchase. to obtain .~ rr. ~ .-~ '~he anpb~.;abip ~.amanly. and Should carefully read that warranty prior to the purchase of Units. ~ ~ • O ~YST~ M S I N C Environmental Onsite Wastewater Solutions`" 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000•FAX 860-577-7001 800-221-4436 te' t 19,eiF S Ot7,04 ; 5,156 488: 5,336,017; 5,401,116; S,A01,459; 5,511,903. 5'i 16,163, 5,588,778; 5,839,844 r flan r 1,3 9 959: 2004,564 Other patents pending. f I r ~r. 'quail r_ and S deWinder are registered trademarks of Infltrator Systems Inc. Infiltrator is a ~eglstered trademark in France. Infiltrator Systems Inc. -< a regsh>.rec7 trademark In Mexico. Contour. Contour Swivel Connection, MicroLeaching, PolyTuft, SnapLock, ChamberSpacer, Posil_ock, QuickCut, QuickPlay frECYLLfO PAPER ;'x7 Oulck4 am trademarks of InfilCrator Systems Inc. ©2003 Infiltrator Systems Inc. Printed in U.S.A. Q011203NP-0 ~ , a 4 _f` /,\( ~ ~~° ~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT . ~ ,AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ~° ~ n S ' 4S Mailing Address Z °` Property Address Cl~~..s~~ art- A ~. ,~ X33 ~~°e r5 ~ rYtQ rc 41rJr' ~• ~/~ (Verification required from Planning Department for new City/State ~~l~so -1 W J Parcel Identification Number 02..p -/~ ~- ~~ LEGAL DESCRIPTION Property Location 5~ '/,!~,~~ Subdivision ~~ce~ ~l~~o~f' Certified Survey Map # '/,, Sec. _~ T~N-R ~ ,Town of s o ~"n.~m Volume Page # Lot#~a-~~ Warranty Deed # S`{ ~~ S`~ ,Volume ~ ~ ~' ~ ,Page # ~iS~ Spec house ^ yes l~( no Lot lines identifiable ~ yes ^ no SYSTEM MANTENANCE Improper use and maintenanceof your septic-sy~tem could result in its premature failure to handle wastes. Proper mainte:r: ;.c consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the s}•ser: can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by z 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 1/3 full of sludge. Uwc, the undersigned have Head the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certificaro;: stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office a~thi*! 30 da of the three year xpirarion date. ~ / / d~ SIGN TUBE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the o`~ ~.'=ns) o: city escribed a ve, by virtue of a warranty decd recorded in Register of Deeds Office. // '` ~ l:~ / / U SIGMA OF APPLICANT DATE • • • • •' Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. `" `" •• Include with thls applicatloa: a stamped warranty decd from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty decd 1913 WiscorisinDeparfinentofGommerce a SOIL EVALUATION REPORT Page 1__of__; _ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil 8 Stte Evaluations County Attach complete site plan on paper not less than 8Y: x 11 inches in size. Plan mus! St. Cron include, twI no! 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. 020-1170-30 _ Please print all information. Reviewed By Date Persmal reformation You pwicfe mar' be used (or seconday P~P~ (Privacy Law, s 15.04 (1) ;mp I ~Propetty Owner Property Location John W. 8 Mary S. Sias Govl ~c! SW U4 NW 1/4 S ~ T 29 N R 19 W Property Owner's Mailing Address Lot # ~ Block # ~Subd. Name or CSM# 206 Chestnut Dr _ ____ 79-80-81' _ _Edgewood Estates II City State Zip Code Phone Number 'City __ Vllage i/ Town Nearest Road Hudson i WI 154016 (715) 386-7475 Hudson ~ Site Address: 330 Harshman Dr ~i ~/ New Construction lJse: /~ Residential /Number of bedrooms _ ~ Code derived design flow rate 450 _`GPD __'; Public or commercial -Describe: ._ Replacement Parent material loess over glacial till Flood plain elevation, if applicable na General comments and recommendations: Install conventional POWTS using two trenches with combined E.I.S.A. = 1,125 sq. ft at elev. 88.50'. Existing system elev. = 91.25'. a goring # .J Boring >98 / Pft Ground Surface elev. 93.60 _ R. in. Depth to limiting factor Sal Applicatxm Rate Horizon Depth Dominant Color Redox Description Texture '~ Structure Consistence ~ Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Coni. Cobr . Gr. Sz Sh. I 'Eff#1 'Eff#2 10yr/3/3 i 1 0~~ none j sd j 2fsbk cs mvfr 2f,1mc ~! 0 6 ~ 0 8 _ _-_ _ ~ - 2 ~ 6-25 j 10yr4/4 ~ none ~ sit .~ 2fsbk mvfr ~~ cw , 2fmc ' j 0 6 ~ 0.8 3 25-46 I 7.5yr4/6 ~ f2d 7.5yr5/8 ~ sicl 2msbk mfr ~ cw 1fm ~ 0.4 ~, 0.6 ~ i 4 ~, 46-70 10yr4/6 none gr.s/Is Osg ml cw 1vf,f ! 0.7 1.6 -' ---- 70-98 5 7.5 r4/4 Y none ~ --1~_ r sl & Is' 9 ~ __ --- 2msbk - mfi - - ! j 0.4 ~ 0.7 ; - ~ l ~ _ - - --- 'I ~~~ ~ i otions m H3 kxxted x Redo . coiicer,t at 36"-45' and are indica ~_-- - tive of saturati -----_ -- on due to hydra 1- ---- exrstin dis ulic failure of -- g p rsal cell. e sts of an HS~consi unsorted mbdure of 7.Syr4/6 1 msbk gr sl & 10yr4l6 Osg gr Is & contain s approx. 20% coarse fra gments. 2 lj Borng # _.i Boring /; Pit Ground Surface elev. __ 95.04 ft. Depth to limiting factor -' 1 ~ $ ~ in. Sal Application Rate ', Fierrzen '; Depth Dominant Cobr Redox Description Texture Structure Consistence ! Boundary Roots GPDIft ~ in Munsell Qu. Sz. Cont. Color 3r Sz Sh. 'Eff#1 'Eff#2 1 0-11 ~ 10y(3/3 none ~ sl fill 1 msbk ~ ~ mvfr ~j aw ~ + 2f,1 m ~ 0.0 0.0 - ` --T ' 11_26 10yr5/6 2 - none - --- ----- 0 sg s fill i - ml ~, as 1 fm 0.0 0.0 ~ _ - - 3 , 26-34 10yr3/3 none ~ stl I~ 2fsbk ~ ~ mvfr cvr ~ 2f,1 m ~ 0.6 0.8 - _-~ - - ~ - I T 4 34 86 10yr5/4 none ~ 7f&msbk sit mfr cvo 1fm ~ 0.6 0.8 5 ' 86-118 7.5yr4/4 none gr sl & Ise 2msbk mfi - 1f ~ 0.5 ' 0.9 -- -- h -- ( reflects anticipated permiability of horizon associated with H#5 cons~is cf an unsorted mixture of 7. Ft 1 msbk r sl 8 10yr4/6 Os g Is. Loading rate ' textu variability withi horizon. Horizon #5 contains a rox. 25% gravel & cobbles. ' Effluent #1 = BOD ~ 30 < 220 CST Name (Please Print) James K. Thompson Address A.C.E. Soil & Site Eval 340 Paulson Lake Lan and TSS >30 <~50 mg/L ~ /''~~ ~~-s-£Tfluent #2 = BODS< 30 mg/L and TSS < 30 mg/L ~ ~ 3602 ` ~ Date Evaluation Conducted Telephone Number W l 54020 5/192005 715-248-7767 ~' Owner John W. & Mary S, Sias Parcel ID # 020__1170-30 ____ ___ ___________ Page 2 __of __ 3 3 I Boring # _ Boring 24 93 th to limitin factor De 98" i ,,,___,,,__JJJ /, Pit - . ft. Ground Surface elev. _ -- - - g p > n. Soil Application Rale Horizon Depth ~, Dominanl Color Redox Description ; Texture I Structure Consistence Boundary Roots _-6PD~- ~ ~n Munsell Qu. Sz. Cont. Color ~ Gr Sz. Sh ~ "Eff#1 'Eff#2 _ 1 0-7 -j 10yr3/3 ---- ; none I sil 1 fi { ---- --._. _ 2fsbk ~, --- -f - mvfr --- - cs ------- 2f,1 m -- - 0 6 0.8 - ~--- -- ~- 2 I - _-- 7-16 ~I ------- , 10 r4/4 y ~ none ~ sil -- r-- ~ L fsbk - mvfr cw 1fm 0.6 ~ 0.8 3 16-48 ! 7.Syr4/6 none stcl ! ?msbk ~ mfr j cvr ~I 2fm,1c 0 4 ~ 0.6 ---- --------i -------- +----------- ~ ___ -- +_ _..__ .___ _--.---1---- -----t --- t r----- -- - ' 4 Y 48-62 10yr4i6 none gr.s/Is Os ml g I cw ~', 1fm 0 7 1 6 ~ -------~ _---- ~ ----- - - 5 62-98 7.5yr4/4 ! none ~ gr sl & Is~~, ' mfl 2msbk , I - ~ ~ 1f I ~ 0 5 0.9 I - ~- -- --- ---- -r-- ------ r- +--- _ --- ---- -- ---- -- -- -- ? - - - - - - H#5 consists of an u nsorted mixture of 7.Syr4/6 1 msbk gr sl & 10yr4/6 Osg gr Is . Loading rate reflects antici pated permiability of horizon associated with textural variability within horizon. Horizons #4 8 S contain approx. 30% gravel & cobbles. ^ Ong # Boring iti f t D h t li ' Pit Ground Surface elev. ft. ---- ng ac ept o m or in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture i in ~ Munsell Qu. Sz. Cont. Color ' Structure Gr Sz. Sh Consistence Boundary I Rools SzP~fl/ ? ___. 'Eff#1 'Eff#2 I, -~ -- -----...- --~-- -- -------- ~ -.._._.. , __ ------------ i _--- ----- . ~ ~I - --- _rt--- - ------- - - i -- i ~ ~ __ --_ ----- ----- -------- I :.___ _ ------ ~ -- -}----- -;-- ___------- ----------t----------- rt----- 1- __._ __-- ~-_---~---- ----- --- _--- I __ .._.__. ~._-.__- .-_- - ~_ ~_ it __.._ ._-.. -- -r- T--~ -__- ~~ # Boring -- ---- Pit Ground Surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Hor¢on Depth i Dominant Color Redox Description i Texture '~, Structure Consistence Boundary ~ Roots ! GPD/ft2 _ in Munsell ~i Qu. Sz. Cont. Cobr i ', Gr Sz. Sh j 'Eff#1 'Eff#2 i ' '; -}- -r--------~- - ~-----t-- - -- I '', ~ ~- - --- _, _ _ _ _t i ~i ---- - --------- -------~--- --------1----- ~- _ -- --- -- ------ -J-- - - - ----- -t----- i ', i _ ,; Effluent #1 = BOD ~ 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 :uid employer. If you need assistance to access servicx or need material in an alternate format, please contact the. department at 608-266-~ 151 or "I"1Y 608-264-8777. • S c.cz/e. • / _ ~p .sDi / L d4 ~c~y~ia n i0; ~ ~ ExiS~ii?c 9i'adt e/ey' .-.1~0l~ 7 ~ MarvGSiz13 ~Li'4Jo. IOtS 79 BCI, ~/~J/ ~~4G OF Ede c.9ata ES ~S .tZ~ T , of flu-cls~+, 56• Crmk G. ~~. 3o-F3 f I, 0 ~ d Q C A 7 ~ ~ ~. ~ ~ ~ ~ ~ ~ ~ ~ _ ~ O n ~ O t=/i O O pOpD W C Ov N °C • T 3 A S?o a N O H ~ I o- O Z n N ao = O ~~ L7 l D1 y ~ ^ N a 7 O O N p O W '.~ I ~ ~ ~ ~ ~ ~ ~ ~ O ~ ~ t ~ ~ O e~- R C ~ O O O O ~ I cn Z D _ ^ ' ~ a w ~ ~ m cQ O y ~, N ~ ~ ~ W -~ = `may O N `L' v~ ~ O N ~ O CO ~ Z ' °~ O m m' n r N M v rn ~ c 3 I 000 °~ ~ Z a ~ I o ' cn ~ ~ ~ o ~ m co (yr1 ~ ' fA fA dl ? n ~ `~ ~' ~ ~ ~ ~vvv,g 1 o~ ~ I ' m ~ ~ m ~ ~ ~ ~ ~ ~, ~ o ~ ~ O) m y N ~. v N ~ . N ~ Z ~ N N Z Oo Z O O D a ~ ~ ~ ~ ~ ~ ~ N • V1 .y y C y (O N c ' W ~p I w ~ a a ~ ~ Z O m O ~ '' -~ -~ lA A 2 lD - ~ y C ~ ~ M I ~ n A z ~ I o. .. ~ N ~ ~ ~ Z I ~ ~ g =: A .Z1 Z I y Z ~ W ~ I ~a-I D Sao a m '~~Q ~ m b i $ ~°c v o C y C fD ~ I ~ 3 m z a O N ~ O d ,O„ C7 (D y ~ _ = C ~ y i I " m m vcow I n~i~~ `~ m ~~ N a N v , a I ° n o y ~ I .y = a ~ m ~ I ~~O ~ o ~ m ~ \ N ~ C O ~ x I p I o I m d0 o° o O ~., , , w w O ° ~ I ~' o ti Parcel #: 020-1170-30-000 04/04/2005 04:03 PM PAGE 1 OF 1 Alt. Parcel #: 7.29.19.1059 020 -TOWN OF HUDSON Current I X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * =Current Owner * SIAS, JOHN W & MARY S JOHN W & MARY S SIAS 2006 CHESTNUT DR HUDSON WI 54016 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 332 HARSHMAN DR SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 1.040 Plat: 1930-EDGEWOOD ESTATES II SEC 7 T29N R19W LOTS 79, 80 & 81 OF EDGEWOOD ESTATES II Block/Condo Bldg: LOT 79 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 07-29N-19W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1163/415 W D 07/23/1997 876/451 07/23/1997 866/302 07/23/1997 783/415 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 49100 239,500 Valuations: Last Changed: 10/29/2001 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.040 27,500 157,800 185,300 NO Totals for 2004: General Property 1.040 27,500 157,800 185,300 Woodland 0.000 0 0 Totals for 2003: General Property 1.040 27,500 157,800 185,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount 018-RECYCLING SPECIAL ASSESSMENT 27.00 Special Assessments Special Charges Delinquent Charges Total 27.00 0.00 0.00 .DEPARTMENTOF INDUSTRY, LABOR & HUMAN RELATIONS P.O. BOX 7969 MADISON, WI 53707 SAFETY & BUILDINGS DIVISION BUREAU OF PLUMBING State Plan I.O. Number: (lf assigned) NAME OF PERMIT HOLDER: ADDRESS OF PERMIT HOLDER: INSPECTION DATE: 12'9 ~~ ~~3~ B & H Development 613 7th St. N. , Hudson, WI 54016 BENCH MARK (Permanent referenceDOint) DESCRIBE IF DIFFERENT FROM PLAN: REF. PT. ELEV.: CST REF. PT. ELEV.: SW NW, Section 7, T29N-R19W, Town of Hudson,Lots 80-81-Edgewood Est. Name of Plumber: MP/MPRSW No. : County: Sanitary Permit Number: William Schumaker 6382 St. Croix 88458 MANUFACTURER! LIQUID CAPACITY: TANK INLET ELEV.: TANK OUTLET ELEV.: WARNING LAB L PROVIDED: LOCKING COVER PROVIDED: ^YES ^NO ^YES ^NO BEDDING: VENT DIA.: VENT MATL.: HIGH WATER NUMBER OF ROAD: PROPERTY WELL: BUILDING: VENT TO FRESH ALARM: FEET FROM LINE. AIR INLET. ^YES ^NO ^YES ^NO NEAREST DOSING CHAMBER: MANUFACTURER: BEDDING: LIQUID CAPACITY: PUMP MODEL: PUMP/SIPHON MANUFACTURER. WARNING LABEL LOCKING COVER PROVIDED. PROVIDEO: ^YES ^NO ^YES ^NO ^YES ^NO GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL: NUMBER OF PROPERTY WELL BUILDING: VENT TO FRESH (DIFFERENCE BETWEEN FEET FROM LINE. AIR INLET: PUMP ON AND OFF) ^YES ^NO NEAREST SOI L ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing LENGTH: DIAMETER MATERIAL AND MARKING or excavation. (lf soil can be rolled into a wire, construction shall cease until FORCE the soil is dry enough to continue.) MAIN nvnrs-u. WIDTH: LENGTH: NO. OF DISTR. PIPE SPACING: COVER INSIUE DIA. #PITS LIQUID BED/TRENCH I L- TRENCHES: M IA PIT DEPTH DIMENSIONS GRAVEL DEPTH FILL DEPTH DISTR. PIPF STA. PIP DISTR E MAT IAL: N R. NUMBER OF PROPERTY WELL. BUILDING: V NT TO FRESH BELOW PIPES. ABUVE C VER ELEV. INLE ELEV. END: PIP s. FEET FROM LWE. AIR INLET. { Z f NEAREST- --- i f 1 / Mound site plowed perpendicular -slelJe / Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA- meets the criteria for medium sand. TIONS MEASURED. ^YES ^NO SOIL COVER TEXTURE PERMANENT MARKERS. OBSEH NATION WELLS ^YES ^NO ^YES ^NO DEPTH OVER TRENCH/BED DEPTH OVER TRENCH/BED DEPTH OF TOPSOIL. SODDED SEEDED MULCHED CENTER. EDGES. ^YES ^NO ^YES ^NO ^YES ^NO 'RESSURI2ED DISTRIBUTION SYSTEM: WIDTH. LENGTH. LATER BED/TRENCH TRENCHES: DIMENSIONS MANIFOLD PUMP MANIFOLD DISTR. ELEV.: ELEV.: DIA.. ELEV.'. ELEVATION AND DISTRIBUTION INFORMATION HOLE SIZE HOLE SPACING. DRILLED CORRE CTLY G 11NN~ lV INSPECTION REPORT FOR PRIVATE SEWAGE SYSTEMS l1[xCONVENTIONAL ^ ALTERNATIVE ^ Holding Tank ^ In-Ground Pressure ^ Mound PIPES DIA.: ERIAL PLANS ^YES NUMBER OF PROPERTY FEET FROM LINE: ^ NO NEAREST ~~ ~.Q~ 5.~7 1 ~- APPROVeD Q~- ~a~ Sket , Reverse Side. DILHR SBD 6710 IR.01/82) Retain in county file for audit. SANITARY PERMIT APPLICATION ~o~ ~j~ ~ DILH1~ In accord with ILHR 83 Code Wis Adm 05 f N ~ ` . , . . T ^~+*~•~~~-m^~^~ STA SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than STATE PLAN I.D. NUMBER 8'/x x 11 inches in size. -See reverse side for instructions for completing this application. PETITION 1. APPLICANT INFORMATION -PLEASE PRINT ALL INFORMATION. FOR VARIANCE ^ YES ^ NO PROP RTY OWNE PROPERTY LOCATION /~,~ ~/'/a C~c/'/a, S 7 T z, N, R~ E (or) PROPERTY OWNER'S MAILING ADDRESS LOT NUMBER BLOCK NUMBER SUBDIVISION NAME CI Y, STATE ZIP CODE PHONE NUMBER CITY NEAREST ROAD, LAKE OR LANDMARK r ~ ~ O VILLAGE : ~~ r ~ II. TYPE OF BUILDING OR USE SERVED: Number of Bedrooms if 1 or 2 Family ~ OR ^ Public (Specify): 111. PURPOSE OF APPLICATION: (Check only one in #1. Check # 2, 3 or 4, if applicable) 1. a. ®New b. ^ Replacement c. ^ Replacement of d. ^ Reconnection of e. ^ Repair of an System System Septic Tank Only an Existing System Existing System 2. ^ A Sanitary Permit was previously issued. Permit # Date Issued 3. ^ An Existing System has been inspected and soil conditions meet minimum requirements. 4. ^ The System is shared by more than one owner/building. Attach Common Ownership Agreement to County Copy. IV. TYPE OF SYSTEM: (Check only one in #1 and only one in #2) 1. a. Conventional b. ^ Alternative c. ^ Experimental 2. a. ^ System- b. ^ Holding c. ^ Pit Privy d. ^ Vault Privy e. ^ Mound f. ^ IGP In-Fill Tank V. ABSORPTION SYSTEM INFORMATION: (Check one) 1. a. .See a e Bed b. ^ See a e Trench c. ^ See a e Pit 2. PERCOLATION RATE 3. ABSORPTION AREA 4. ABSORPTION AREA 5. SYSTEM ELEVATION 6. WATER SUPPLY: (M i nutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet): S ~ a ~ "' x ~~ ~~~s ~ ~(~ F ~ Private ^ Joint ^ Public / . ~ eet VI. TANK CAPACITY in allons Total # of ' Prefab. Site C l S Fiber- l ti Exper. INFORMATION New xisting Gallons Tanks s Name Manufacturer Concrete on- tee glass as c App Tanks Tanks strutted Se tic Tank or Holdin Tank 4"G(, ^ Lift Pum Tank/Si hon Chamber ^ ^ ^ VII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the private sewage system show on the attached plans. Plumber's Name (Print): Plumber's Signature: (No Stamps) M PRSW No.: Business Phone Number: ' S .•~~-- 9-- 3 ~F' f 2 . lumber's Address (Street, City, State, Zip Code: Name of Desig er: r :? u t VIII. SOIL TEST INFORMATION Certified Soil Tester (CST) Name CST # CST's AD SS treet, City, State, Zip Code) Phone Number: ~Or 7 W i IX. COUNTY/DEPARTMENT USE ONLY A roved ^ Disapproved ^ O Gi l I iti Sanitary Permit Fee Q Groundwater Surcharge F~e~ ate Issuing ent Signature (No Stamps) /y pp wner ven n a l~~ ~ / ~, ~~~ // Adverse Determination X. COMMENTS/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 03/86) DISTRIBUTION: Original to County, One Copy To: Bureau of Plumbing, Owner, Plumber ~` INFORMATION & INSTRUCTIONS FOR COMPLETING A SANITARY PERMIT APPLICATION ~ ,o. TO THE APPLICANT: 1. This sanitary permit is valid for two (2) years; 2. Your sanitary permit may be renewed before the expiration date, and at the 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. A new permit may be needed if there is a change in your building plans, system location, estimated wastewater flow (number of bed- rooms, etc.), depth of system, or type of system; 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. Private sewage systems must be properly maintained. The septic tank(s) should be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years; 6. If you have questions concerning your private sewage system, contact your local code adrninistrator or the State of Wisconsin, Bureau of Plumbing, 608-266-3815. To be complete and accurate this sanitary permit application must include: I. Property owners name and mailing address. Provide the legal description where the system is to be installed; I! Type of building ar use served: I{ public is checked, indicate type of use (i.e. '0 unit apartment, 30 seat restaurant, etc.). Fill in number of bedrooms if building is a one or two family dwelling; III. Purpose of application: Check only one in #1. Complete #2 if permit is for tank replacement, reconnection or repair; IV. Type of system: check all appropriate boxes depending on system type. Check experimental only if project is in conjunction with University of Wisconsin; V. Absorption system information: Provide all information requested in #1-6; VI. Tank information: Fill in the capacity of every new and/or existing tank, list the total gallons to be installed, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for a//septic, lift/siphon chamber and ho-ding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR; VII. 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. Fill in designer name if applicable; VIII. Soil test information: Certified soil tester's name, certification number, address, and phone number. IX. County/Department Use Only; X. Comment area for use by county or resaon given when application is disapproved. Complete plans and specifications not smaller than 8%z 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; dosing or pumping chambers; 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. GROUNDWATER SURCHARGE On May 4, 1984, 1983, Wisconsin Act 410 was signed into law. This legislation is morE: commonly known as the groundwater protection law°. This change in statutes was the result of over- 2 years of steady negotiation and public debate. Th=_> groundwater bi!I included the creation of surcharges (tees) for a number a! regulated practices which can effect groundwater. The surcharc<~ took effect on ..;uly 1, 198. All n` the water tha`. is used in your building is returned to the groundwate; through your soil absorption system or the disposal site used by your holding tank pumper. i Grour~c:water - _a - V1,°iscor~in'S buried ~~easure ,~~ ~' _ ~, U i~ The monies collected through these :3urcharges are credited to the groundwater f_nd adminis- tereci by the Department of Natural Fesources. These Funds ai-e used far manitr_~ri,.~; ~r'~ur - ~vater. grn~_indwater contamina"ion investigations and establis~~rne:nt of standarl ,aro~n~.wat~-.r, ''s wart!, ;protecting. off ~l~ .y-- -- _ - _.._.._ ~2 ~'~ ~ POt~' ~y~rvvo o~9V ~ ~f P`~N b O Go- °~ ` ,.~~ `~L ~~ ~fr Ip~~. ~ ~~ ~~~ .. J a ~ ~7 E s-g ~Q~~l ~~ ~ .5 r, T-~ 1 a~ ~ ~"~ ?~3,/s'e e ~' ~~ , ~ ~f S' ~ ~V •~ ~~ z ~',~~s ~~,~ ~~ ~ _-_L-_ 3 p ' l6 i ~ APPLICATION FOR SANITARY PERMIT STC- 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 Location of Property in; ~ ti ~ ~, Section ~ , T ,~ y N-R~~ W Township ~~<t~Jl~~ . Mailing Address Address of Site ~ k;~~ ~ ~5tq,-{ eS _ Subdivision Name C(,~T~p ~( ~~~~'g,•4-~ ~ '-~ `; Lot Number 4{~ °- ~ I Previous Gamer of Property Total Size of Parcel ~ UC(e. ni~S II T Date Parcel was Created ~tf, ~5 Are all corners and lot lines identifiable? ~ Yes No Is this property being developed for resale (spec house) ? ~_ Yes No Volume ~ .. and Page Number ~`~ as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWINGr 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 refer- ences to a Certified Survey Map, the Certified Survey Map shall also be required. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPERTY O(VNER CERTIFICATION 1 (G-e) cewti.~y ~hax a.P.C .a.tatement~ on zhi~s ~ah.m cute ~Jcue ~o the be~~ ob my (oun) hnaw.fedge, xliat I (we) am (cute) .the ownelc(b) o~ the pnopenty de~sc~u.bed ~.n ~h.ia ~.n6onmati.on faun, by v.c~,tue o~ a wcvvcan~y deed neconded .in the Oh~~,ce o~ the County Reg.i.a.ten o ~ Veed~s as Document Na . ~ , and ~ha~ I (Gle ) phew ent,Cy own xhe phopobed s-cte bah the dewaae d,i.dao.d ba~• (oh I (wo_1 havo_ obxainod ev ,. ~~~~~ ~ ' r ~ ~ 1111! MME{ ~~ e~ McM~nN swsi- ,~~'~. ~ ~ m ~: ` '~ ~ i o ~ a" a MN.~_y. hA °,,. ,, ~ t ,. , ,~ . ~~ t: ~ Nac'd to Reaord Ads llch Y ~ ,l.. »...... ~" d 11:30 A , M. v-..+wr aoglt~~ ~tMMIl1I~ fr~ ~ w rws ald >»a 1>~ .=,,~ ~ ~ rel. ss~s•ev. e~.ea~ ~ ew otlttr~ sew .r wr...~a ~,~„~, x~oc,:' s t~~~ , S~j 4! ' ] ~'~1~Ml. 7.' r 81911, ExCaPT t!u 8u~on KI SdoL6 ~qth."~~_',~~~ .., All tl~t 'pa~rt,~~, thee' "Sl~c ~o~ Mfcit o! Seotioa 12, Tait trri ~t. . ............................ ~'l~t. ~- ~~* : Eastierl~r ,,af Stage Trunk ...... Ei ~;, `'~,~.; . able. 8~pl~h ' 32 rods the eof • sled ~ ,, •,~ ' ~"Y~9.>3outhesl'y sad Mes~t,~': ll~r~~; right-of-~iy lin+ r of o~!od s ~t3~o~+t. s ~,,~ ty.,: :ak S~ ~,~ ~ k a ~easaeaant far itgse~ss sad: ows a portion of Eh~e S~ o~`~n*18~t: Q!'~ ~iaext~toa''1Z-29-20, so~ra of Hurdaoa. iloos• fully . dsscribscl ~ .-la~~q~ie: Calsq at tt~e Bast gwstor*~oorner of said Sststion Ill ,~`~94~oEM'~10"'K 1.332..81 feet to the Ely sight-of-v~ay of S.T.B. `39'~~ ~It 1~t~2'`2@"B 637.14 feat aioaq said Ely right-of-welt' of S.?K, ~1 _`~ '~ of the ~ .too Arthus h. ~indoi~f cued y;11i~p,` ttis~olff,`, as reaor~led in Vol. 319. page 25, Doc. No. 335163 ~i `t3lrer~~Ctt~fice of the St. Croix Couaty Register of Deeds, being ' , :,-~ ...-t ~ DBBCRIP'x~1 Ca1i'!'INVED ON ADDENDU(,jM ~1r1 rm,~ Wit} ti~~C'ir.'* ~pe~prle ~ sysd is pq to Va~ailw M ~;~'t 8 2+@s~ll0ie ~ tier WC~.t~t'Yl ~ thsenltlot~, ... im tM tdbwhs~ III>opelt (s)~i.~.~t.~~•~.,,p',.tD..'.~ st the txeotltlon of tii4 C=eattiet; sad {-1 tM balaaco of ;.a4r•~~•~~"•~•=-~"••=, tottsther with intosat from date . _ ~M.~Altlt -14~R;, ! ~. ~k f bo ~4 +4t.~'JiJ~..~XQ~ ....................... per arat par annum ''inf)j i4~. « ~ ~. .. Art~uratl i>'batallments of X10, 000.00 each. plus aoctved interest, on or before the first and seaorxl annivlelrsaries of this Oontract, and the entire balarlae, plus accrued interest, on or before. t2>tee third anniversary of this Otxttract. See attached At~OF1~Dill for provisions for release of lots aryl application of payments tliez+eto. Estimnbed Aeel Estate Taxes for 1y84, payable in 1985, have been prorated at closirbg; Arrchaser shall thus pay the entire 1984 Zeroes atxt subsequent years as due. Provided, however, the satire outstanding balance shall be paid is full on or before the.....23rd ...... .. day of Fh~`U~II",~ . ...:........ .........., 19~~._.. (tho maturity date). FOII9WCnj( :any default in payment, interest shr'1 accrue at the rate nt ...La._.. °i. per uurom on the entire amount }n default lahirh shall include, without limitation, dclinyuent ihtercrt and, upon aceclerrtiun or mstturity, the entire principal bakanee -. Purchaser, sprees to pay y9Llf~arlnual taros. speeW asaasments, fire and reyuired ioruraace premiums when due. and fuinfsh copies of r~eoeipts on V~endpr's written request. Payn,enta she!! ~ applitd Ant to interest on the nn paid balance at rho raft apecitlcd and rhea to principal. Any amount may be prspaid without premium or fee upon principal st any time In the event of any preps?`meat, Chia trontract shall not be treated a+ in default with respect to payment w lon= as the anpaid balance of principal, xnd interest land in suci, case accruing inten~st from month to month whali tK treate4 ~ ;,np:„d pnrcipal) is less than the amount that said indebtedness would have been had the monthly payments been 7::ade ss firxt specified al.ove; prnvided that monthly payrrurots shall be continued in the event of credit of anq proceeds ~~! inaurar~ca or condemnation, the condemned premises bung thereafter esdnded hercfronL Yuri baser ~hrtra thrt l'urchr,e•r is satirfi~l with the t,th• as ahov-n by the title evidence submattd to 1'urrhaser w `_ ~~~ k WI~~WY```~~ 1t" ~ Ywt~er ~` ^•~T l~ ~. ~ II Vesdor, 111 the e~ ~~ ,~ t11M fbt Wt1M ff~ll~ MIM Purchaser. la the event of any such transfer, Bale or convey ante without Vendor's wef;taa consent, t11b actin outstanding >t balance pa render Nis Contract shall become immediattiy due add payable M ~ K. Yeedor"s' oNtMslr without aeries. Vendor shall make all c~a~~-nenta wF~en due under any' !no-igaye auU~tRwdie~.~s}siat lrtiwMeeRy ~t t)iis daft of this Contract fa:cept for any a~orglage granted by Pnrci+aser 1 or under arty sedi ealttt+ed ties, ~ 1'1tir+chaaer makes timely paymeac of the amounw then due under this Contract. Punhaser easy wtalto any an payatenta directly to the Mortgagee it Vendor fails to do `o and all pay menu so made h}• Purchaser shall be cobsiderM ysyeents msdt on This Contract. Vendor may waive any default without wnicint; any other subsequent or pstot defaait of Patd-teer. All terms of this Contnrt shat! bo binding upon and innn eo tht beenflM •ef the heirs Ngtll- rep tst#vas, suceesao» and sae(~y of Vendor and Purchaser. (Ii not sn owner of the Propaq tM spoew o~ Yw/tr forr~vltteal-le eimaidcration joins herein to release homestead rights in the r.ub;ect Property std a~nss to join'ia tla esecatioa of the deed to bs made 1n fnlfilltaent hereof.! hated flu, 23Y'C~ day of FeLuvaLy _. l9' $'4 a Y j~ ~„ ) W tppliM b Morattos N ~r K the lr~ety daaap9. M'ev~ sets satsser ~~ ~w sw..w •+ •~ eeottoeaiealiy leaelble. ~`,: taaltheeee eovesash set M eesaNit see aYaw waste a M aaeeslMl~1 M !M'~~ '. .. . b ~tod tesasteiN eesdMles eisd rMsk „~ rrepeety free fn. iies4 w1~a1M 1r '" a csapiy wki sal befer erdinseee ae1 soawts the t»poselr. ~:.<<; . ~;> Vendor yrw tltet V ale tM ~Imellaee peM edY hMewt ast d6er n: pup ~ r~ et ~ i. s~ i. w otltllfw stl.'b"~'rtty.:i d"iw~~ ^ . •sa aw ' . Iislta er eaaeat-e s • • • .. .yet or, f e{~Mk ~i~ aM ~11e~tt _... ... ~~IIMti 8f >f~~1_ iJy lfiti~l ~Cl . ..:+.+y«...-.+ k+.,;-•-•••-r ..#Se! attec~l9d AiLM• foar••P~ov~alcns •>nod~t'x:Xn~• t~t aiire,:'~c~s ~ ~ i~~ .....~ ................... ................. ............................ ... .._........ ......r...1'.. .r Purchaser agrw that time V of tb~leestta ttd (a) b tM ertett d a diehett ie t1N,11eM1iee11t ei t14 /idlwl~l «' bterest whkh oattbea>. for a paeiod of ...-..-... days follerht~ the ~1Nr+rldt~ilt ~'f Y`~?~` .. ~s~~ >• yerforntaaee of say other obligatbo of Psrehaeer which osatiaaas far t-~,~y dlt~ thereof by Vendor tddivtred ptnonatl~ or mailed b osrtified eattil), that iii i1et11f11.etrlel~ ~ ~~ shall bseonte imtasaiatdy dw sn8 payabio in fa11' at Vendor's option sad wilYesR Irwtito,i: ittase waives). and Vendor shall alto hsve tM fdlowing rirhta sad restedies (etl6~eet M IIMYt #It111>iliir>r ~r~stlded ) b addition to rho.. prorided by !aw or is equity: {i) Vendor easy. ht his o~tMe.-Eelf ass 3~M''e t•ighw, titio sad interest b the Ptopercy sad recover tM PropsstY bade ;111lid` `~, a~iq- et » Caption to M conditioned npoa Purchaser's full payaseat of the entire beiMaM1: tiaie»aafran the date of default at the rate to effect on such dateaadotbaraatogstadnaMeweedMe wMidtiflMb, sMlrtdtrfe:p!triotldr ppa~dd by Parehaaer shell be forefeited u liquWstod damagoa for failaro to ie~ Qlath#IM-eMe% M te111at fer 'tart Property if puerchaaer fail to redeem) ; or (ii) Vendor may sw for spsritir Nrfwrerrsaco•o1T tilh{ met to os~apsi imatediato sad fnli paytseat of the ontirs outstsading balance, whit btseesL tbee+sos ear t11e tabs !a, ether ~~~~~ dltte ed default snd other amotnts dw hereunder, in whkh event the PwptrtY aha11 bt atletieaM eft tMIM aM Ptwi'baesr shall be liable fet any defkkney; or liii) Meador may sue at law for the oatirt es>lai0 prt'taateo !t'~ a' say p tberwf; or (h) Meader stay declare•this Coatraet at an end sad reatove this Costrewtaaselued t~- Is•s- gatM aetioa if tM egaitablo interest of Purchaser is imignifiant; and f v) Vetdoe wyr terra PnrciWder fa~ekt peeseseiea of the Property and have a receiver appointed to collect any recto, issues or 1 dse9rt~ t#a e! say sicEion uadas ((i), fii- or (ivl above. Notwithstanding any oral or written stateatsnts or aettseis of Y as eise~ioa at say,. of rho loregoiag remedia shall Daly be bindsn~ upon Vendor if and when pnt•wed bt 3itlpttisllcissd eoeRe t1MMi tgtpenea ' itteludiag eoaeonabla attortreys fees of Vendor Incurred to erdorceanY remedy berloai~er (wIMMMr tiielMd or not! to the extent not prohibited by taw sad a:pease of title evidence shall be added to prit~i aet4.~sdd by Pnrebaaer, v in- curred. and shaA be included in any tndgment. _ Upon tM eomtsonameat or during the pendencyy of any action of fondOMehe ef` tttb Tsrr'~ater otmsastts to the appointateat of • roeoivtr of tM Property, includm homestead iatewst, t• ewiMet tiM~~~ rMnii of LM Property ~eriag the pendency of sneb action, and suc~ rents, iaues, and praAts wbes a oeiNetM alttil M~td applied as a court shall direct. * Purchaser shall not transfer, sell or convey any legal or r.tuitable iaterat Ice tM i'eeperty tby assi~as-eat of tnY of Pnrebaser's rightr usdsr this Contract or by option, long-term ease, or - * eaaaeat ~ •esdor raietaslMeet, M onslttsrlirtletw~~t ~ • _> * conveyed is a pledge or assignment of Purchaser's intrr.st under this Contract soles) as security for an indebtedness of • ~ _ Anita P. Marty (vendor? AUT$BNTICATION Signawre(b) of 111tit;.a P. Marty, 8 Single nr ... _ ...... . _.. _._ nu{thet~tcat~d this 23~doy of ~~?~rY. ~:..., , 19 . P~b1'rt F. Wall T1Tl.l•:~ !U F.\113f;K'-T':1TF; [3A12 uF' t1 I~~ ~)VNIti :~iiAJ?U~ti-.•d be ; ;o~t.uA, iCia. ~tatv.) B. 6 I~GVi~ ~FI+IPiOFIiF =~ZNC. (Purc)ta~er) By: C.i~~~ tSEAI.i nald >:~. S~ President And : ;; > ~ (81~-i:~~ . ~ ••. William C. Harwell,. Se+cxietair~ •` y,~. ~? %'~ •.1: ~. rya ACENOWLJQDQI[IitN• ~ ~a, '': ti STATE OF WISCONSIN ,' , ~ ~: ~~~'' ST. CIYJIK _ ..... County. . I'eraonullg came before me this 2311d day of ~~~-......~ I9 84 the aDov named Donald E. Baoz'nstad, _'Presidertt, :arled - --- - .. Willialli C. Harwell, , Q~ said t~ rattoci, who ac~cltbw that they PaOE?Ctlt~('~Lf~13pp3~p1116tTlal~"l1t 8S ! O~'~]/bf'tS Of me na 'n ~,O ~e~fTie~•'~'CSA~~ ~•~ ~i~ercutld ~theATld in~ni ~ ; gttumc~ an eetkre-wj~! thq/same. ~-: =I . ~~: e ~ rod x ~ . r ADOL~1OtM Piq~ 11 CGlITINOl1TYON OF PROPERTY OESCRIPTIONt tM ~ M1y line of the South 32 rods of said 81~c at 1Rat°~+oi! ;~iN~" ~Z01 thence !190'00' 00"E along said Nly line . of said 1/iaOo1!! '~ 38~ . ~ 9 fNt to the centerline and Point of of ~, "-; . ` wide easement, bsiaq described along said centerllD~oll~ N12 ° 55' 00"W 199 . ~ 3 fee t t ttrsnce Nilly on a aurw~ oO~lQare !D tllr~ ~. lut~-a9 a radius of 99.15 feet, whose chord bears 1N6`OS'9O"M llf8~~2 4tr thsnoe N79.1S' 20"M 111. SO feet, Dore or less, to the ilp si+Pllt~+o~`' ,`. 8.4.8. "35" and the Point of Ters-ination of said eassMat. Elm;; • of this description, all bearings are refereed to tbe~~*Mfist gwrter-section line of Section 12-29-20, assusied M40`00`'~ii!"8'} . SUBJECT TO recorded easements for e.ectric and telephone i SUBDIVISION AND. RELEASE OF LOTS: Vendor agrees that Purchaser may subdivide said Prop~etf,~-nth all roosts associated therewith to be paid by Purcha;er, and that VIP te1:l loin in execution of any plat (s) , certif_fed survey msp fs) s~ btbt= ituts'uws~lts necessary for such subdivision, except that Vendor's ist shs~ll not be subordinated to any indebtedness incurred by PurchaMr. Purchaser may develop, improve and sell subdivided 14ts~ ~.~~~1r3tLout buildings being constructed thereon by Purchaser. '`' bo" release such lots upon sale thereof by Purchaser, by V~ile~eaution of warranty Deeds thereto to Purchaser; Purchaser shall prepare and fut- nish at Purchaser's expense all suc!~'~tarranty Deeds aud'the assvaiatad t Real Estate Transfer Returns, except the # Return conveying the remaining part of said Property iCh 11 be at Vendor's expense. Upon such release and conveyaao~~_°_~-°~.+value of ca;;3t .~laase;9 ls~t s::sll, for calculataan os 'the. tr8t ; .d+:4armin,~d by rounding off the acreage of the lot(s) rel~s'ed to thl! n~tst even number and multiplying same by 51,500.00 per,acret the tra~tyr f~ shall be paid by Vendor. Upon conveyance of the remaining paxt•;of sitid Property. the balance of the transfer fee not paid upon lot relissssl•ehall then be paid by Vendor regardless of the acreage of such reoaial~g,p~urt. , Upon Vendor's release of lot(s) as aforesaid,,:Purcbas+sr email` have parid or shall then pay to vendor an amount equal to 50• of the i+eli3,t~q price paid to Purchaser for such Iot(s) released; provided, horev~e~, thst the P10,000.00 annual payments due on the first and second anniversaries of this Contract shall be deemed advance payment toward such release-payeieats, thus entitling Purchasers to release of lot(s) for sales up to S20,,04D~~?QO-fQr each such annual payment, and Purchaser shall be obligated only t~;pay 50• of the. selling prices that exceeds 520,000.00 aggregate with redi~evt o such credit for each annual payment. All payments received shah her-;;apglied-first to interest and then to principal. The 510.000,00 down pa~riwrnt paid at the execution of this Contract shall not be applied to any 1deleeiae of lots, but instead shall be deemed to be advance payment toward Vendor's release d 'oinder in the dedication of ublic roads and of auy parkland or an ~ P similar areas which Purchaser may be required to dedieate,purswnt to the subdivision of said Property. It is the belie!` of the partis-s tA+at such 510,000.00 down payment, anolied to release and dedicatiou.al lands to the Town of ftudson for public use, is exempt from real estate transfer fee pursuant to Sec. T7.25(2), Wis. Stets., and that transfer fees will thus be due only upon $~i4,395.00, to be paid by Vendor as provided abOVe. ~X Y~f .~ . - ~ ~ '> a :~'. _ .~ 0 '. }. . S Nothwithstandinq the aforsaid method of calanlatiog tt~ it !~ be-mid to Vendor for release of lots, rurahaser shall br obligat~Id, #Da, p~ .'tuoh additional amount, if any, for lot raleases to assnr~ tha! ti#s :+ssaianq acreage not theretofore released as lots or dediastsd to tM ~oblia,. if multiplied by $1,500.00 per acre, does not eacceed the r~ioiaq balatiCe due under this Contract. The foregoing provisions shall be dewed to bodily as~y oossflictit~g term this Contract which prohibits or restricts transler os coawgance of aid property, to the extent necessary to give toll force sAd effect to the foregoing provisions. ~_ a A F F I D A V I T STATE OF WISCONSIN) SS ST . CROIX COUNTY ) I, James E. Rusch, Registered Wisconsin Land Surveyor, hereby depose and say: That I have surveyed and platted Edgewood Estates II, located in the SW 1 /4 of the NW 1 /4 of Section 7, T29N, R 19W , Town of Hudson, St . Croix County, Wisconsin; That there is a proposed on-site liquid waste disposal system intended for, and a percolation test completed on Lot 80 of said plat; That said system is intended to serve a home intended to be built on Lot 81 of said plat; And that I make this affidavit to inform all future purchasers of said Lots 80 and 81 of the possible existence of said system. ~,.~~L 'subscribed and sworn to before me `l;is 12tY? day of December, 1986 ~. „" /~j~ ~~+ ry usch r:~~t ` Puulic, State of Wisconsin My ~mr:iFSion expires June 14, 1987 This instrument drafted by: James E. Rusch • • • TOWN OF HUDSON PERMIT FOR ACCESS DRIVEWAY IN TOWN OF HUDSON ~~2.~..~'~~ ~ ~ ~ Permit Number '~' ~,~ / Lr~w~~ ~ ~ ~ ~~ TOWN OF HUDSON Location of Driveways ~ ~,,~;v~"' side of the highway ~'r miles of Quadrant ~ ~ SectionTownship ~~`~° North Range ~~ ~ ~;_ Required Drainage Structure If No Drainage Structure, State Why iS~~y Description of Proposed Work (include special restrictions, intersection clearances, other details and reference to any sketches which may be attached.) it . ~ ~ ~ 1 ~~ I I Any drivewa~s shall be constructed in accordance with all requirements printed on the reverse side, and any special conditions stated herein. The maintenance of the driveways shall be the responsibility of the applicant. Issuance of this permit shall not be construed as a waiver of the applicant's obligation to comply with any more restrictive requirements imposed by local ordinances. Signature of Applicant ~C'vt. ~ S ~ ~<.. Dat Approved by Town Chairman Date ,.~ • • . ,.F. GENERAL REQUIREMENTS ACCESS DRIVEWAY PERMIT REQUIREMENTS Conditions of Issusnce FIRST: The pernittee,~ indicated on th'e reverse side hereof, repreaenffi all parties in interest, and that any driveway or approach constructed by or for him is for the bona fide purpose of providing access to his property, and not for the purpose of perking or servicing vehicles, or for advertising, storage, or merchandising of goods on the highway right of way. SECOND: Except in cases where the indicated driveway access may be constructed by forces acting on behalf of the town in relation to a highway construction or reconstruction project, the permittee shall furnish all materials, do all work, and pay all costs in connection with the construction of the driveway and iffi appurtenances on the highway right of way. In every instance, the subsequent maintenance of the driveway and of iffi appurtenances within the limits of the highway right of way shall be the responsibility of the indicated permittee, who shall be obligated to pay all cosffi and accomplish all works necessary in relation to the said maintenance of the driveway facility. Materials used and the type and charecrer of the work shell be suitable and appropriate for the intended purpose. The nature of construction shall be as designated and subject to approval of the Town Board. The driveway installation shell be made without jeopardy ro or interference whh traffic using the highway. Highway surfaces, shoulders, ditches, and vegetation which are disturbed by the driveway installation shall be restored to at least the pre-existing conditions by the driveway constructor. Any such facilities disturbed by operations relating to the subsequent maintenance of the driveway_ shall be restored to the satisfaction of the Town Board by the permittee. THIRD: No revisions or additions shall be made to the driveway or its appurtenances on the right of way without the written permission of the Highway Commissioner. FOURTH: The Town Board reserves the right to make such changes, additions, repairs and relocations within the statutory limits to the driveway or iffi appurtenances on the right of way as may at any time be considered necessary to facilitate the relocation, reconstruction, widening, and maintaining of the highway, or to provide proper pro- faction to life and property on or adjacent to the highway. FIFTH: The permittee, his successors or assigns agree to hold harmless the Town of Hudson and its: duly appointed agenffi end employees ageirret any action fa personal injury or property damage sustained by reason of the exercise of this permit. SIXTH: The Town of Hudson does not assume any responsibility for the removal or clearence of snow, ice or sleet, or the opening on windrows of such material, upon any portion of any driveway or entrance along any state highway, even though snow, ice or sleet is deposited or windrowed on said driveway or entrance by iffi authorized representatives engaged in normal winter maintenance operations. Location, Design and Construction The location, design, and construction of the driveway shall be in accordance with the following policy and limits, which limits are in na case to be exceeded unless specifically authorized by the Town Board. IAI A driveway shall be located and restricted as to width as necessary so that the entire driveway roadway and its appurtenances are conffiined within the frontage along the highway of the property served. At public highway intersections a driveway shall not provide direct ingress or egress to or from the public highway intersection area and shall not encroach on or occupy areas of the roadway or right of way deemed necessary for effective traffic control or for highway signs or signals. A driveway shell be so located and constructed that vehicles approaching or using it will have adequate sight distance in both directions along the highway. IBI The number of driveways permitted serving a single property frontage along a town road shall be the minimum deemed necessary by the Town Board for reasonable service to the property without undue impairment of safety, convenience, and utility of the highway. ICI The island area on the right of way between successive driveways or adjoining a driveway and between the highway shoulder and right of way line shall remain un- improved for vehicular travel or parking. Such areas shell be considered as restricted and may be filled in or graded down only as hereinafter provided in paragraph IGI. (Dl The surface of the driveway connecting with rural type highway sections shall slope down and away from the highway shoulder a sufficient amount and distance to preclude ordinary surface water drainage from the driveway area flowing onto the highway roadbed. IEI The driveway shall not obstruct or impair dreinage in highway side ditches or roadside areas. Driveway culverts, where necessary, shall be adequate for surface water drainage along the highway and in no case less than the equivalent of 15-inch diameter pipe. The distance between culverts under successive driveways shall be not kiss than 10 feet except as such restricted area is permitted to be filled in under the provisions of paragraph IGI. IFI When cuff or gutter is removed for constructing a driveway, the new connections shall be of equivalent acceptable material and curb returns provided or restored in a neat, workmanlike manner. The driveway surface shall connect with the highway pavement and the sidewalk, if any, in a neat, workmanlike manner. The driveway construction shall include replacement of sidewalk areas which are inadequate or become damaged by reason of vehicular [revel across the sidewalk. IGI The restricted area between successive driveways may be filled in or graded down only when the following requirements are fully complied with: 1. The filling in or grading down shall be to grades approved by the Town Board and, except where highway drainage is by means of curb and gutter, water drainage of the area shall be directed away from the highway roadbed in a suitable manner. 2. Culvert extension under the restricted area shall be of like size and equivalent acceptable material of the driveway culvert, and intermediate manholes adequate for clean-out purposes may be required where the total culvert length exceeds 100 feet. 3. Where no highway side ditch, separates the restricted area from the highway road- bed, permanent provision may be required to separate the area from the highway roadbed, to prevent its use for driveway or parking purposes by construction of a border, curb, rail, or posts deemed adequate by the Town Board. • SPECIAL REQUIREMENTS Commercial - Rural: Rural type highway cross section. Driveways service commercial or industrial establishments. 1. WIDTH OF DRIVE. No driveway except as hereinafter provided shall have a width greeter then 35 feet measured at right angles to the trenffiriine of the driveway, except as increased by permissible radii. In no instance shall a driveway have a width greeter then 82 feet (including flare of return radii) measured along a line 10 feet from and parallel to the edge of the highway pavement. 2. RETURN RADII. No return redius projected between the edge of the highway pavement and the driveway shall be rester than 40 feet. Usually these radii will be determined by the restrictions given in Section Numbers 1, 3 and 4. 3. ANGULAR PLACEMENT OF DRIVE. The angle between the tx>nterline of a driveway serving two way traffic and the edge of the pavement shall not be less then 46 degrees. Where suitable precautions are taken, or one-way operetion along divided highways permits only one-way operation of the driveways, the angle of the entrance drive to grantee's property may be decreased. The angle of the exit drive [with the highway pavement shall be not lase than 45 degrees. 4. ISLAND AREAS. An island of a minimum length of 10 feet shall be maintained between driveways, serving the same premises.. IThe measurement shall be along a line 10 feet from and perellel to edge of pavement.) The permit shall ifY that the island area, 'd k+o than 20 feet in length or 10 feet in width, into be de load by curbs, posffi, boulders, masonry walls, guard reils, etc. Materials used to define the island, except concrete curbs, shall be painted whke. The side of the island next to the highway shall be not less than 10 feet from the pavement edge. The side of the island farthest from the highway shell be at the right of way line. The area within 5 feet of a property line shall be a restricted arse over which no driveway may be developed. The 5-foot restriction shall be measured parellel ro the pavement edge and shell be effective between the right of way line end a line 10 feet from and perellel to the pavement edge. This is to serve ae en island area should the adjoining property owner request a permh fa a driveway. Noncommercial - Rurel: Rurel type highway cross section. Driveway serving farm w residence property. 1. WIDTH OF DRIVE. No noncommeroial driveway or combination of driveways shall have a width leas then 16 feet nor greeter then 24 feet measured at right angles to the centerine of the driveway except as increased by permissibb radii. 2. RETURN RADII. No return radius projected between the edge of highway pavement and the driveway shall be greater than 30 feet. 3. ANGULAR PLACEMENT. The Cenffiriine of that part of the driveway lying on the state right of way shall always be at approximately right angles ro the pavement. Commercial -Urban: Urban type highway cross section. Driveway serving commeroial or industrial establishment. i. WIDTH OF DRIVE. Nodirvewayshallheveawidthgreaterthan~ifee[measured at right angles to the cenffiriine of the driveway, except ae increased by permissible redii. 2. RETURN RADII. The return redii projected between the line of face of curb of the highway and the driveway shall be determined by the Engineer, basing his decision on the type of traffic and the restrictions given in Section Numbers 1 and 4. In all cases, the entire flare shall fall within the right of way. 3. ANGULAR PLACEMENT OF DRIVE. The angle between the centeriirre of the driveway and the curb line shall be not lase than 46 degrees. 4. ISLAND AREAS. Case 1: Sidewalk adjacent to curb. An island of a minimum length of 8 feet, measured along the curb line, shell be placed between each entrenoa to a state highway. The curb shall be left intact for this length. Case II: Sidewalk remote from curb. An island of a minimum length of 10 feet measured along the right of way line shall be maintained between each enhance to a ataffi highway. All flares shell be ffingent to the curb line. A curb kingth of not less then 3 feet shall be left undisturbed adjacent to each property line ro serve as an island area ahoukl the adjaning property owner request a permh for an entrance. Noncommsroial - Urbsn: Urban type highway crags section. Driveway serving residence property. i. WIDTH OF DRIVE. No noncommercial driveway or combination of driveways shell have a width greater than 24 feet measured at right angles to the centerine of the driveway, except as increa~edhY permissible radii. 2. RETURN RADII. The redus of the retum connecting the line of face of curb of the highway and the edge of driveway shall not exceed 10 feet. In all cases the entire flare shall fall within the right of way. 3. ANGULAR PLACEMENT. The centerline of the driveway may be either parellel ro the property line of the lot for which access is requested, or at right angles ro the curb line. S T C - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER ~~~ ~~~~ ''` Fire Number ROUTB/BOX NUMBER ~ ~ S>~ .CITY/STATE ~~,-~~N ~`. ZIP ~5L/~/(v PROPERTY LOCATION: `Jiti 3y, ~in~ ~, SectionL_, T~N, R~W, . Town of /7`(fUS~itI , St . Croix County, . Subdivision C/yuc~~~~ ~C7A,~S, Lot number C~- Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance con- sists of pumping out the septic tank every three years or sooner, if needed, by a licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treat- ment stage in the waste disposal system. St. Croix.County residents m_Y a maximum of 60X of the cost of which was in operation prior to accepted this program in August owners of all new systems agree maintained. be eligible to replacement o July 1, 1978. of 1980, with to keep their receive a grant for E a failing system, St. Croix County the requirement that systems properly The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a master plumber,. journeyman plumber, restricted plumber or a licensed pumper veri- fying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if nec- essary), the septic 'tank is less than I/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. 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 Depart- ment of Natural Resources. Certification form must be completed and returned to the St. Croix County ?.oning Offi,~e within 30 days of the three year expiration date. `^y SIGNED (~ -/ ~ ~~ DATE (~_.i St. Croix County Zoning Office P.O. Box 98~ Hammond, WI 54015 715-796-2239 or 715-425-8363 Sign, date and return to above address. H x H a r r a H H 0 z a a to H 0 E z N x t, ho f~I:P;,ARTMENT OF ~DUSTRY, LABOR Anao HUMAN RELATIONS REPORT ON SOIL BORINGS AND sAFETY & BUILDINGS DIVISION PERCOLATION TESTS (115) MADlsoly w 53 09 (H83.09f1) & Chapter 146.045) L A I ~ w~ ' WNSHIP UNICIPALITY: ~ W /1'~ M/R OT NQ' 80-~~ . NQ: - SUBDt S A E: Cs-f- s~,/ / / ~9 io Aso COUNTY: CQ 5 W AM : A sT c ~ , 613 77aS~ No~u uifSoN ',~/~ ~ SgOltj ; ot~c z a > c ...•.~...u~ u~ne Residence n.~_ C-. ~oi~5 New ^ Replace SO-cs PROFILE DESCRIPTIONS nlrnl ~4~,19T~6 ~ nbv t,t; /9Ts6 SaC1 • ANTI A 4 0 6w~7'T d~ ~.. dMIE~Ir BORING TOTAL ATE •INCH A A IL H URE, AND DEPTH NUMBER DEPTH~#f, ELEVATION B V TO BEDR CK IF OBSERVE SEE ABBRV. ON $ACK.} e- / 9.67. ios.z l pN~ > 9.67 4"8iw ,c. zo'$RNSt_ Ra$I~r s ~Y RN MS ~ta~ zo' Ms~~+e ~ ~ " T S B- Z $.~5~ 103.x+; ~~ >8.5~ 8h $~IT.S 5~ ~~+1 S~ (. 2{ r RK S tat Co 3o S ">~e ~rs. B- 3 q' .zS X00. 7 0 $ ,4Z 7"8t.c.rs 3~'$aN y Sal zl~ ~ M-S' s vC Ca ~q- R Z4~ ~ 5 uN7Et Sl' • AT D B- ~ /.33 ioz•3t~ d~F >11.33 r /3"' 8~ l.'r5 aS ~RNS11. Z3~ a NI S''~k o Ms~~R 14' MS: 4Q B" ~ M •R 6- ~ /o .vo a. 69 >~on1u >/o•oa y /~~~-1'~ ~Oy ~cN~ S 1 ~ f7ruct~ll'r'! S /O~ t~d ~K ^1S s-L,B~N rls ~" d+~ ~ r15fGRn° MS ~9"Rp$R+J M S B- nM~ PERCOLATION TESTS DEPTH WATER IN HOLE TEST TIM UT NUMBER 1l~5 AFTERS ELUNG INTERVAL-MIN. P P. 1 5.5 3 0 ~ D o f' L / fc / 4 ~ •0 P- Z q ,54 No ~ 30 7 34.3 P• 5,~3 3 0 7 ~ 4 g P- P-. .._. _...._.... _... ...._. ._._ ---• ____._ _ -... PLOT PLAN: Show locations of percolation tests, soil borings an the dimensions of suitable soil areas. indicate scale or distances. Describe what .are the hori- zontal and vertical elevation reference points and show their loss ion on the plot plan. Show the surface elevation at ell borings and the direction and percent of land slope, tj~LpN flp~y -q(~ •~~ a ~1 SYSTEM ELEVATION PR -- o No-rE • 1U10 ~~~fRoa PtAE FIdS Fa;i~ JQPgRT 1MIt1e~ $ FoR Eora6wdoa ~ ANA,BC.. f1E8 bfi5s-ffR~Y -f A~~ ~ 6 a!~• _ Z°~; . ~I R ~6ENcK>KA~K-EioEhCf+ON f~C~MEtD ICON FO ... .. . . . ~ i i ~ ~. _ ~ ~ &3. ~_ ~ ~ ~ •, ;. , t ~ \ LOT ~ I 4 ~ ~ ! / ~ rw.T~t: 14r1C _. . 5v5-rErt (,oc.i~'lon~ 48t Svss~ ~ I 4s ,. ~.~~~ $.4 ' 1 1 tM~ SyS. `.. ~ . I t pn'~ ... 11. y0 ~ - _ $.FC~t Lin ..... - ~ ~ 6-~ ,T/ s ~ w C M ....... .... i , ~. .. C ` .... .... B :I ~~ xd ......, .,..... ~ .: .. ..... ........ .. 69 Sc.,~uc n ,~ ... r .. ~ . ..,..t.....1 , .. ,.... ...........;_ r .... , . ;~~ ' ~ ate. b .... .