Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
002-1025-80-000
S't. Croix County Planning and Zoning Friday, September 22, 2006 at 4:49:52 PM Detail Sanitary Information Page 1 of I Computer #: 002-1025-80-050 Sub/Plat: NA Section: 12 Parcel #: 12.29.16.1826 Lot: 2 TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: Vol. 17 Pg. 4455 1/41/4: SW 1/4 SE 1/4 Owner: Gartman, Christine 2670 County Road E Woodville, WI 54028 State Permit: 420727 Issued: 03/11/2003 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: 05/30/2003 POWTS Detail: NA Bedrooms: 4 WI Fund: POWTS Pretreatment: NA Notes Issuer/lnsaector As Built Plumber Other Reouirements Additional Notes Money Owed Kevin Grabau NA Fogerty, Dave next door to 2664 Cty. Rd. E, which was original $0.00 Kevin Grabau Signed Off: Yes house on SE 1/4 as of 1974 plat book Maintenance Scheduled Puma Date Pumaed 1st Notification 2nd Notification 3rd Notification 5/30/2006 '708886 VOL ~ 7 PAGE 4455 KATHLEEA H. M7~A--'-" REGISTER OF DEEDS ST. CROIX CO.L MI RECEIVED FOR KECORD 02/07/2003 04:00PM REC FEE : 13.00 Certified Survey Map 0 0 BEING A PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. UNPLATTED _LANDS North line of the SW 1/4 of the SE 1/ .l1 ~~D~~$St Fence S7. ChO!?; COt)tdTY uni'i~e Plenn~inn 7rr^^n~.I~;r. ;~ntlJPar~:(e(~..^_j r~~ed w~tl ' li not rei;o ro~..; appro:~el date r..Hp °hall be l null~c~d void ' a ' ~ ~' i V~ Q, I ~o w~ w~ ' ~ ~ N I I ~- . tIj I ~ ~~ ~ ~ ~I 1 o ~' I N' Z ~~ W "I ; 4 ° 100' SETBACK LINE ~*- .°~. o - c 0 - -' -' - - - - -~ - - - N87'47_20"W 662_86' - 662.88' ° - - - ~ 662.88' -- ~( N87'47 20"W o - - - --------- v ____ N87'4720W South line of the SE 1/4 Section 12 \ Sf/4 CORNER SECTION 12 T29N - R16W POUND SURVEY NAIL SET BY CO. SURVEYOR _UNPLATTED LANDS _ 0 N PREPARED FOR: Chris Cartmann Route > Woodville, Wi 54028 LOT 2 876, ti 17 Sq. Ft. (20. 12 acres) Including R/W 850,108 Sq. Ft. (19.52 acres) Excluding R/W n i ~=~ ~ M ~ N~:. ....... Government Corner (as noted) ~ O N o o .. ....... Set 3/4" x 24" steel rebar ~ weighing 1.502 lbs./lineal ft. : + •- ~ ...... Found 3/4" steel rebar ~l ~ ~ .... ..... Dratinage arrow 8 ,~ ... - SE 1 /4 ~, ~~ ~~~ ~ ~ ~ w s ~I w~ ~' Oi ~. ~~ Q~ ~~ ~~ o~ ~I ~I ~~ a,' ~' ~~ i~ v <~~ ~w~ ~~ °~Z M 0 d \-0 ~~ ~ `~ ~ ~o~ ~ ~ •~ ~~-~r~~ ~. ~r ~?79 r~~~~Pp ~ s RV~~~ o ~ ~o ~v SE CORNER SECT/0N f2 Southeast corner ~ SW 1/4 of the SE 1/4 T29N - R f BW POSITION ESTABLISHED FROM TIES °~ i 325.76'~~ - - - - ~~ ~. - ~°-2651.52_ _ ~~`~` _~ Note: the parcel on this map is subject to state and county laws, rules and regulations (i. e. Wetlands, Lot size, Access to parcel, etc..) before CEDAR CORPORATION Purchasing or developing any parcel contact the St. 600. WILSON AVENUE Croix County Zoning office for advise. AlENOA/ON1E, Wl. Ss751 This instrument drafted by Peter J. Cartmann Vol . ~ 7 Page 4455 SCALE: 1 " = 200' 0 200' 400' Northeast corner ~SW 1/4 of the SE f/4 -w-•- ------- N N PACE ~ OP z '~~; p. 705079 \ ~~~ ~.,.~. .•..-..u.~.-_.....~ .., VOL ~6 PAG 4440 ? KATRCLEN' H. WAC~A'-""-" `'`:'' ~' ~ 2 2 ZQ04 STGICROR OF DEEDS '~ RECEIVEDXFOR~RECORD ~' ; ; ~~~- 01/08/2003 12:00PIi ~~ REC FEE: 13.00 a"°"""...°..~.- ,.- -- ~.- ''' COPY FEE: 3. 00 Certified Survey Map No. 4440 Volume ,6 Page 4440 BEING A PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST, 1,/4 OF SECTION 12, TOWNSHIP 29 16 TO WIV OF BALDWIN, ST. CROIX COUNTY, WISCONSIN SCALE: 1 " = 200' Nf/4 CORNER SECTION 12 a UNPLATTED LANDS T29N - Rf6W _• ---------------- FOUND ALUM/NUN NONU.I/ENT 1D rn "' 0 200' 400' ~ North line of the SW >/4 of the SE 1/ 661.99' PREPARED FOR: ~~ QI Z' I ~' OI ti' ~~ 1 3~ ~r~ j K .~ o, V w O I 0 N M N 3 3 r` t\ N N ~ ~ Z Z Chris Cartmann Route 1 Woodville, Wi 54028 LOT 1 ,,~-~ 875, 361 Sq. Ft. (20.10 acres) Including R/W 848,846 Sq. Ft. (19.49 acres) Excluding R/W \` E~ CEND y ~ ~........ Government Corner (as noted) o......... Set 3/4" x 24" steel rebar weighing 1.502 lbs./lineal ft. Q......... Existing buildings ......... Drainage arrow _....... Existing driveways IAN 0 ~ 200 a~,~• a .,; ; .:. , .. ,:'~ b~ c House and born to be re ed a . ~+ 0 0 ~ 100_SE76ACK LINE_ v ------- 8 N87'47' - - - ~- -© ---~ ----- 20"W~- 662_86 -C: _T-_#- = -~•'= _ -.- °~' - - - 662.88' - - --------- a --_-- N87'47'20W Sf/4 CORNER SECTION 12 South line of the SE 1/4, Se n 12 - T29N - R16W FOUND SURVEY NA/L SET BY CO. SURVEYOR _U~yPLA7'TED LANDS _ ~~ w' ~' o. m~ N Q I Z ~I I n W (,~ ~ M ~~ N O F' I a~ ~, ~~i~ Qfw~ i" ~` v,r0 v VO d ~ ~ °a °' °' c ~ .. d V \~ ~~~ 2 y •~ // '' ~~ l~~ PETER J. ~ KNAPP w~ ..,O~i r/ ~~ ~ ~~ ~~~ SE CORNER SECTION t 2 ~~~~~ V ' `- Tz N - Rfsw PO /TION ESTABLISHED FROA! T/ES t 1 8.64' ------- ,. , ' 651.52' - -'~`~ -~~_ Note: the parcel on this map is subject to state and county laws, rules and regulations (i. e. Wetlands, Lot size, Access to parcel, etc..) before gym'rats.aG~ingt:grZdt:ira~pi,~ca~'rfgrpatdotlecontact the St. CEDAR CORPORATION 604. WILSON AVENUE NENOrVON/E, W/. 54951 This instrument drafted by Peter J. Cartmann PACE ~ of 2 Vo1.16 Page 4440 N 4~ I~ALUWIN ~ ~ T.29N-R.16W 33 ~ DD • Lnc 'e ~ o <. e~ SEE A 47 lNE Ou2m er-o/ • r om L He/ Kanfen~ // Edward eene daQ Ro 9i-i s/ait / ~ .sra owa. .6 Edwa.d/P z m Ron .P s D~ ant a L. ~ h i y E- Do~ 7s dw FCi/o/-i 78.67 W / a/n • H°ytin~E~ .tl /49 Ken d a~ Jea.~ . Ex ~~bac z.s G moms 0 r x \O~ `A ~o~/ Yan ~'~ 74 an°~aa 699 Euyrn<F /ss zo /.sz • L ~ w ~ e p e o •s!G E j iSand a E omoi 9de/a.de ~ .% /6.!• ' F V• van s /6° ~e b r u~o ~ ~ °.ne~e~ /44 e f e 17 sh;./ey 7 ,9cF ~ 6 • ~^y, ti m K ~t a i4 ~ nn2t j 3' /7a~c:a 0 , /e~.z (r°.sep f Beth C ~n ~ V~ o ry " ~ C ^l tl~ H/mosoc o ~ C 0 .u D«.q df ~ of . Pob ent • Br ~ uc f ~ ~h ~ ~ 0 ~ ~ 4 o M ~t~\ 7439 ~ d ~O ~' / 9 / //C '¢O PC~ 4o sM• ~ GiC td7 Hare ~ dY S . /6O /52./6 \ l tl ~ ~ (} .z7e% rr • //OrN C ~ O yC? c rrn 5°a.F- d ~ I~vi f ~ Bo 40 • w ao • e' • ° Q . ~ .Barran/t C} w l ~ ~ ~ ~ 1 co s/r"n • 40 ` ~ ~ o Z1 h ~ o¢n nr~ ,~ ~'C.y`' L/a //so/ - 3 . • ~ /zo VE .p T p ~ ~ ~ ~ 'O C~ C wi%/- t S v s` FC' aak- • • DouJc /¢.s oha :t _ - n BO cSteohan Kcn //00.5 K s ~ ra n,E n Bo ~¢/-r/~ Q //9S rsh¢// V. . /03 ~ ` ~ ; ' ~ Cf \ 3 , CK - k°,/ sr R 4o ao (/eCnpgi7 j " f Ca%a/ cSabo/ ~ /93 • pas D- FKa • h,Q e J c Steven Ka /cnn M Me/vin B, O/s , asC- G6 ~~M 6o ThomP o~ in :n cT.. cf/an k! /zo ¢0 Z ,,.°~ n ~ ~d i/ 8o b ~ V v..C~l 17wa Kul ~ ~ T d Ph a 9 Do a/d b t sd u ~ l L Ge.-a/d f er w//o d ^ F C ~x d F w- U p tl ~ • /! o eaa .Pober>` E.Ea~ r notsy ~ Szyb uy F F° e ~ art a f G` on/co. Kus./cam vo k~,./ ~ tux pp V is. a.n/R o~ ~ ^ '~ i` .p \ E ~ : S l 0~p U.~ tl UQO oha d Fa n .Pobarl, J i S • ~4° j n Bo n _ ` E 40 3 s ~ 3 3•Q ~ ~.~ Bo . Terr P~ Bo r t1. /, o t 9 o '~. o • v • \~ n •C J o • • V N vj ~ e a~ c e o v ~ ~F~ ~ n ~e~~k;n,~ ~ F Aa/i ~ ~ '~ n k ~ n a ~y ; ~~ ~r~ 9 Ku ~ ph E. e~ ` ~ C '' `~ 3i. ~2 R/VER e ~ ~ '~ ~~ `~'' f ~aam~ D2vd M L6!/e,-n ~ y ~ ~ 0 ~ o N Jfhns/ :,~ ~ , eaa~~ e /003 ~: o \ ( ~ '7.y s 6o / Bo ow.d Q , F \ cru~sohn ~ Whifm¢n NS2 Menf"nk on Up~ oyC ^ /as ~ ~ f7/e.~w • C v/ N Vi cam. B '''~ q6 ~d m ~o N/a ~e '~ /6O 3/2.6 ~ ~ o ~~ ~ ron.Q ~ a. s ~n~/l a~sa /.:~,p o e 6B a ° r y 1/canr.~daa e+e., , aa/<2 • J °. / a- ra/- ire /c ^ jy F o 9/u/n E p// P°mc/¢ Peterson 9/ eta/~ ~ y - h ne .P.ehgr-d • ee ~ so Da vd f Doc! ~9 C~ ~'` 9 y ~ "~ ° x ,C i. 0 gy ,r r f STan. n°!- a T ~ ~"T 7/~2B ~. ~ ro of q'yz • 4 ~ ~/,E ~e v 1 Aimnos K r y . s a~~/¢6 ~s¢ ~~ ~ d ~ ~ l 3~ b b .1~~ Q l~ p v ( a s> • .q9 i C go o. /i vo~o_ ~ to ~ u/ 0 i'V y GI~C ~ y y V y, /B@.66 f t .~ a • V ~ ~ ~ y : " ~' D, /z a i F ~c a/d.:, e ~' v H r/- yen ~ ~<< ss v C• c~en ~ h as n av Lo.E.far C• C • tlFp~ _ , o ~ <Terr y R •FCaro/9 ~0y ~$ W bVebb • t 0 cv .Poc.F c// ~s ~ a ~ • /3s Les 1~~- (/eenP/ld6Q/ U CI [U~ p l~ ~ f/ ~ ~ Gorenl3 Bo A0 l O c y W ~ • 3~•° • L l W Eo ~ ~. T°o , ~ \ WoE V v a /60 C `~ 0 pv~~ .26et.P 9a¢/i-L N/` , V' Qn~ e ~ s ~ rrtC" E9yan . ao 5 AVE. b0 ~ ~ • o ryo l E/oise /eenen- v r/e 55; /S9 ~Vp VrU' 'Pei hacdt /zo • . , Forms, c 1 e ° ~ ~ b vp Lec ~ y~b daa/ C ~ 0 , ' o E~ene .ZnC. ~ 33 d ~ K" 'B • PO` / ~ ~ Q~ n FQ rrn~ 'V 50 l h d n ~ VES, z0 d/ay f SUSCIn zwa/d M¢ruin f L/ ~' ~c x .y `~ /9844 z 3/9 er ~sath „y - Mou/f n QI~\ N zi//e SnC e/o Leona d F<5'andra 3p1 0\ /92 2 °yd Luc.Fwa/dt U \ C~ C v'o M n . OTN• z e ' go • V v~V ~- s~ ~ E ~k.so i ~ ~ , C 'V ~ m C ~ ~ n .r^, /enn T a • N + zsB Q ~ v F E/acne / Padu ~ ` ; nd w LCAs g z/,t/ • (l c ° ° e vv N / • ~~0 A VE ~ • • (~ ~ Vie . g ( O 4/dt y~ ~ C so To/%fson 7s zz ~o~ 0 ~~`` ~ h - I a f ~ T s T ~cE 7YS cSf ~.en ~rE ~s oach. - .'<4 ° ~ % a d s.s z 59 one `W tl ~ R~ 2 go o ~ v 4 ~ EKay zB Tho won ~¢o h ¢0° Lara~fson ~,q 3 /37 ~ tf E 0 ~ ~ g th ~L `~ a \ ~ d~V ~ a/ SDOOn 9ibro /2 0 ~ er. se z Ix. 0o RF a• ^ qw /-lsyar_s r%7c- ~ 0 /90 ~0 ~ H Ear/ B G,Q y ° C A o \ ~ ja i ,2 • gO a/ v p /Z • ~ h //o/J ~ p Pete/-sonN /%o p, ~ 7 nB~c /1 : p l M.Ye /oo S ~E/a ~e /9S UOyd m. C2 A ] J^f 4~1) K+ ._ .. SC ~" w t ys F /~ v~ C~O~ tl~ /rucn ST.na. ' v ~ y U ~ r fh U , ~ ~ ' Fl/b~:yht a n 49 f Mar v.i~ Luc,Ewa/dt /57 ~. Looc k ' . L71`7 L. L/Yyk ~~E YtF stW ~ N O.C. ~. nKSCth s i o v lQ~ ~°* Q e kin ~ ' E ~ +b % C J l0 vx v`~ \ ~ F ~ J dy /b- U ~ v C ~ /04 .Pabt ~ / v / 6 o/ fo / Be V ~ . , b v Q• ' .e ~ ~ J Q~w. ~o e9on oa Q'~ a/fec FNe s n acy /ne ah/7- SPl . s<f~ I . a C ` o ~ dt,'r s ~ otl ~ N ~ ~ U Ol '~ C W y ¢/' t K f c • /2 3% % n i .FIi.L. ZlK , . 0 C ~ n~~~ v %~ tl~~/ ~ T ~~ v v~va d ,~~o v.Np i~ ~ ~~ h Gad a~ croec. 7~• 72 b N GNU ~ 0 ~b^ - • q ,~ C.? . ~0 v ,~ h• Q',' o~ S sz yo /o 94'aa Wa//'k! + (~ rmpe /son 9chte h _ : C1,C °~ • C Q y, C He9/o C. Bi . ~/ n a, M RR. .~ 'P'~/ < AVE. 0 v C~ ~ B ~Qd ~o Haas hr H /- °~~ "' ~ c~,on t~. • <TOe L f _ a c /7Gr'y~n/j05, Tu SJ-' / ~ • ~0 tl~~ . y on H ~c o \ l N~p S 3/ ~~ ~ s JfJcfirerho f i k ° 6 . L -- ~ a s o Bo • C h o W v 0 M O C ~ N~ o ~ /40 z . 63 - ~Twnes V a R ~ C X10 x M ~ J ~ ~ K f // ~ 9 S C rt FMo/5/ .Se//~ W ~ `(' ~~~ L/oyd F Caro/e. ~ ljy O u ~ ti C N ~~ - a e M u/~ n /z ~ F da M lT ~serJ 9 thur T Ko t BB ~~ /ao /b C O/saq L1 :.e:~.~l C /9B3 P o s ~ G/E~n B CfrS U: EL He%- . ste d 9s 6O ~ i oc.Efo d PPu6/s Inc. 74- y ~ ... son a of x Eu/a <T• SEE PAGE 2/ •4O •so ca Pe ~~" ro We'll Goer it all...for you. NELSON'S SUPER VALU Sovth Highway 63 & Cedar Street REALTY WORLD° Baldwin, Wisconsin 54002 Countryview Realty YOUR COMPLETE SUPERMARKET Route 1 -Woodville, Wisconsin 54028 Full Line o f Groceries, Meat, Produce, (715) 684-3871 Dairy, Frozen Food and In-Store Bakery. - _ _ _. - - .- _ ., .A~ ~..~a ~. ~~ ~ _ _ ., sue. t.,. cr... ~-~ .'~~~'~`fi'V- ...:'.~ "'., Wisconsin Debartmehnof Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL'J~'JFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)1• Permit Holder's Name: City Village X Township Gartman, Christine Baldwin Townshi CST BM Elev: /l7b • 4' Insp. BM Elev: /~~ •0 BM Description: ~ n ~~ ~ - ~ ~ I s a TANK INFORMATION v ~ ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Dosing ~..3 ~ ~•rj ~ 6 Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ O / Dosing ~ .,~ ~ t '7 °t o Aeration Holding PUMP/SIPHON INFORMATION ~~` N Manufacturer ~ ~ Demand GPM Model Number ~O ~ O ,11 • ~1 ft Friction Loss System Head TDH Ft Forcemain Length I Dia. Z k Dist. to Well I~ SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 420727 0 St Plan ID No: rcel Tax No: 002-1025-80-000 Section/Town/Range/Map No: 12.29.16.182 STATION BS HI FS ELEV. v~t Alt. BM Bldg. Sewer ~I r~ ~ Z.. b , ~ 1 St/Ht Inlet '~. 3 g l o ~• 2.Z' St/Ht Outlet ~I,.OI/ Dt Inlet S8 6 . v2' Dt Bottom I~'?i .08 ~. Z ~ 2•qZ/ Header/Man. ~o'~ `~~• ~S ~ Dist. Pipe ~ ~ ~ 9$ . 83 r Bot. System (, ~•~ Final Grade W~ ~~ /~ t ~ r Cover -~~, 3.2 ~7 • a S'. coo o y, ~ rya . ry BED/TRENCH DIMENSIONS Width / ~ Length I ~ ~O ( No. OfT~ehes ~ ~ir PIT DIMENSIONS No. Of Pits Inside Dia. Li ' SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEA G CHAMBE anufacturer: _ Type Of System: -/ G' ~ ~ ~ ~ 0 ^~ umber: DISTRIBUTION SYSTEM Header/Manifo~d ~~ 2 ~ Distribution t 1 ~~ ~ Fipe(s) ~ ~ G x Hole Size ~ t J ~ x Hole Spacing _ ~,( Vent to Air Intake Length ~• Dia ~ 3 Len th~~ Dia S acin $ 2 g g p SOIL COVER x Pressure Svstems Onlv xx Mound Or At-Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~~ Yes ~=) No ~ Yes [~ No ~~E~T~ (`n~d ~~ c~r{repe ties, persons present, etc.) Inspection #1: J / /~ Inspectign~WAR_~L~~g~, ,\ ocatio ~• Bald n, W i 54 02 -(S~(,,~~,,~a11.• SE /4 12 T29N ~~16W) NA Lot ~ ~ ~' ~ n~ Parcel No: 12.29~.,16,,;~.18Q2 { ~,.•tks 1 (~~ w~ t~' c.s,~s~-rte o~ ~~.ec~r'~ , ~ 3 1.) Alt escription = ~. t Z 2.) Bldg sewer length = ,. ~ Z' - amount of cover = 1$~• ~- ~ j„~ ~ 3.) Contour = ~~ ~ '7 " Plan revision Required? f °:i Yes No 0 ~ ~ ~ S Use other side for additional information. __ 2 ~~ ~ _.__ ______ __ ___..__. __.____ _~~ _ SBD-6710 (R.3/97) Date In epctor's Signature Cert. No. ' Safety and Ihtildittgs Division ~y 201 W. Washington Ave.. P.O. Bwt 7082 ~~ %~consin ~ ~~ -~ ~ ~A,~ ~ ! ~~ ° ' R~ De artment of Commerce ~ Sanitary Permit Application ~z ~. ~ m turd with (7awm 83.21, Wa. Adm. Code, P~ r~ l~'~ ~ c2,edc ;F Revision be area ror l.aw s15. 1 m z. a,,on ~ - Pkt~se Prhae Ait ~ E C E IV E ~ s>>aae Phar 1.D. Nr~ber ' ~ 2 Property owners Nt me , ~. . .-o ~.¢ MAR 1 0 ~~ 0:~ ~ ~, _ .. p ~ ~i owners M a8iag Address >~y I.ocaion psNd; N9 a 8 i. sT. cRC~~~ lift 2 l ~'~ /~/~, ZOMNG UFrEC;~ ~ fGd 5i $' SI- S l2 T N R k, City, State Zip Phone Nnmbtx' I.ot Bbdc Number 9abdivisltt~Nawe CSM Number II. Type of Building (Check ari that apply.) '~ /~ - ~ & 5 (Sty hYl ~ 2 Family DwcRing - twmaber of>tedtooms _.. Vdhige ~d~e Use esw O Publ' - D ~ L ws _ ' ~ ~t ~ ~ f *~ _ ^n ~t alp ~ ~~ T G '~~ ~/ III. T1Pe of Ptxmit: (Glreck only otze boz on A. NtmtherlDa is for intenwl use.) (Canap iebe line B, app8cable.) A. 1 New 2 O Replacement System 30 RePlaoem~tof 6L] Addition to Far ~7 me S stem Tam Oni S B' OChecl~ if Saoiury Pumit Previously Lssuod Perasit Number Drae L~ N. Type of POWT System: {Check pll apply. Nimhering is for i~atenaal tae. ~,~, f1 w ~ ucled 4a ~ Non -Pressurized la-C~otmd 2i omd - 47 o Sat«i Fiber 90 22 ~ Pressurized }n-Ground 410 Holding 1'ard~ 48 0 Single Pass S10 Drip Liue 45 0 Ac-Grade 46 ~Aembic 11rgm+est [1nu 49 0 R 3o DOdkr V. Area Infornsat eon: Design Flow (gpd) Dispersal Ares Dispersal Ara. Soil Application Pereoluion Rae System Ekwation Find Grade Required Proposed RaaetGaisJDayslSq.Rt.) (Mm.llnch) F.kvatga . 00 ~ v ~ .o i~ VL Tank Info Captcity is Total Number Prefab She Sted Fiber Plastic (sailors Ga>>ons of Tacks Conenese Construeeod Gbos Irew ~~ Tanks Tads S[pnC of Ilaldtag Tank ~(~ ~- 2~ L VII. Responsibility Statem!mt_ X, the aas®ae of ~e P'OWTS abwwo M t>,e attached phtats. Phunber's Nt (Print) F t P~ & P bi Pbarober'a Si $~ t Nnmbar Bus~as Phone Numbar oger y um ng erk est ~~~~ ~® Plntrdxr's ss :Zip Cade /S- .~ - Spooner. W! 54801 - c~c£- fs~ oar--~ra6 vml. ire ~,Appro„ea p °~ 'md.' Adverse Stir Permit Fee (' Gmrmdvracr - Date Lsaued Agent fNo Sumps) - ,~> 3a s- ~/ ?a0 3 lX. Co~tions of A 4} PArovaURraaoos or fll~k~~~rovPi ~ , ~ A-t~ se~ac.~,.. ~ ~ iM o ~C~'~- -~~~ ~ c~Wl Qe ~" v-~~ "`~ ~ .~ G (' A~+~ Pl1o tee ~=Lol~gQa~rT~)~ry{w{~,o~e s~sz~/m pamper per rest r~ ants: as ac.cs ~ awe ~/ w • PLOT PLAN , Scale 1 "= yp ' (` ~~ r a Q 2 r'l ' a~ •~/ ` ~ q ~ i i 2 '~~ ~ ~ y~~ ._ 9 u ~ „ ... ,, ~ L~ g,~; \ ~g ~OF 2~tpuC,F ~k ~~olo C•-D +~-~ ~Ol~'R- tTL . tel.`?- 0 $o~7DM OF C~.~L Lsz- _ qg . ~`l 0 ,n,-~ T ~~ •Page ~ o~ -] r Z ~~ ~ vo n~vT cone' :Sh\ v ~. ~tS1vR•~ \\ i \~ \\ g.3 \ 1 \\ `; `a ~~ ~ ~s_ 1 s r Paz Zb ~~ ~ ~ U A ~..- a.°~ Safety and Buildings " 4003 N KINNEY COULEE RD Y R LA CROSSE WI 54601-1831 isconsin E~~'V TDD #: (608) 264-8777 ED www.commerce.state.wi.us/sb Department of Commerce ~ www.wisconsin.gov C~C 2 ~ z~n7 Scott McCallum, Governor ST ~~,, ~ Philip Edw. Albert, Secretary l~NING~FFC~T,~ ' December 19, 2002 '`~ CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/19/2004 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Joe Gartmann CTH E Town of Baldwin St Croix County SW1/4, SE1/4, 512, T29N, R16W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 886059 Identification Numbers Transaction ID No. 823694 Site ID No. 654393 Please refer to both identification numbers, above, in all corres ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). Comm 83.52(2) - A POWTS that is not mai arced in accordance with the approved management plan or as required under s. Comm 83.54(4) shall b~ c~s~r~/aan health hazard. (, °ndit~onally ARTHUR L WEGERER Page 2 12/19/02 Owner Responsibilities Continued: • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 TITLE SHEET FOUND SYSTEi~1 FOR A ~ BEDROOr1 RESIDENCE This plan has been prepared in accordance with t Manual SBD-10691-P and the Pressure Distribution (N.O1/O1) LOCATED IN THE S1~ 1/4 OF THE S E 1/4 OF SECTION T OWi1~ O F ~ I~ L.~~V 1 JJ ST'-~-iZ.Q1 l)C PAGE 1 of 7 PAGE 2 Of 7 PAGE 3 of 7 PAGE 4 of 7 PAGE 5 of 7 PAGE 6 of 7 PAGE 7 of 7 INDEX Page 1 of 7 he Mound Component P•Ianual SBD-10706-P (N.O1/O1) ~Z,T Z~ N,R 1~, 6d, COUNTY, WISCOPdSIN. '~' a •,' ;~ ~ f, `` ., ~ ,'~ ~ > ^, TITLE SHEET `' ~ ' ;, ~~ ~ t ~~`~ ~=- SYSTEI4 iIA~~AGL~~IENT PLA11 ~~, ~'.~y PLOT PLAN • ~, ~~,~ PLAN VIE~7-CROSS SECTION ~ '~•~~ ~ `~,, ~;. DISTRIBUTION PIPE LAYOUT ~,;-~ PU%iPING CHAMBER CROSS SECTION `-' ,~ PUMP PERFORI.IANCE CURVE `0"'e~ PREPARED FOR 1 ~Z-Z 11 'tom r~ u~ _ - - - - B~t~~~tw, 1-~? S~iobz PREPARED BY 1~iEGERER SL3 2 L . TEST S NG AND . - 33ES = G;V S~Ri~l S CE P.0. ,Box- 74 421 Il.~fain St. River Falls, T•lI 54022 • Phone 715-425-0165 Fax 715-425-6864 . Dt-'ARTMENT O~qM I~D DfVISigN ~ $ FETYAND BU1LDiNGS a • SEE CORRE ONDENCE fl ~w ~ « ••,"~r~ ~~ ittc~ Fr A 49:5 P ELLaYr'CHTw f~ yynl~~.t W(5. ! IM• ~~~ •` •~ is ~'i`~ •'~ ~z.-lb -OZ JOB NO . ~ Z - Z-1 3 - Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Page Z of -] Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of.the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution S tem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L 8005, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [~p~~~) arid local or state rules pertaining to system maintenance and maintenance reporting. .~ _1p 6 a I _ P No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continoencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at ~ 1S - ~~6_ ~6l~iJ ST. e~)Zx - The system installer at ~ -J, 1 S _>53S- ~' bQ9 ~O 6 ~Z`["` f ` The tank manufacturer at _ "1 1 ~ = ~l~ ~SZ$5 w ~(2S The effluent filter manufacturer at _ ~D~'- ~~-(=S7~LZ Z~~T~ The pump manufacturer at - ~-- ~-..1. !~ ~ U- i2 • PLOT PLAN Scale 1 "= y,0 ' Page ~ of ~] ~ti ~ near eor~ad~eT 0~1 ~ , :5`~\ v ~ ~iS~4 q ti ~.s ~~~ a ~ ~ ~ ~ l~'t-ot~ ~, \ 2 p ~oF ~ Mme. ~Lk ~~~~ `~ B•3 \ IS ~OF ~ 2`rDUC,F ~ \ ~~°~0 ` 1 \~ 1 C,v ~ZOUr~.- fit. ~l.~l,p ~ ~1 11 ~o~TDM UF- C.:~SLI, ~s' 1 ~c-_q8, t1' --- ~~ ~~ ~^ ~~ ~a • ~ ~ Page ~; Of 7 Approved. Synthetic Covering ASTM C33 Distribution Fipe Medium_ Sand Topsoil ::--L- y _ ~...^ ~_ ~. F G , g. 1 ~ E.Lev . _! I 3 E ~ " ~ ~ ~ pr ~ e i \ % Slope . Distribution Cell of Farce Main Flowed ' 2" to 2 Z" Aggregate From Pump Layer • E 1 ~ ~3Ft. r'1 tN . CROSS SECTION OF A MOUND SYSTEM F O -"c~ Ft. . rz o-S Ft. A 6 Ft. h 1- O Ft. Linear Loading Rate= ~-~ GpD/LN FT B ) 00 Ft, Design Loading Rate= ®_3GpD~SQ FT j Il-~ Ft. J C Ft. . K ) ~ Ft . _ -Position L 1Zp Ft. oT Force Main W Z ~ Ft. - ~ . ~' ~ - I i _ ~} ~ ~ -Observation Pipe $ ~ ~ K ~'_' -_--- --- -- --- --~ ~Q` oCtss C3-~-•--------------------- -------- __ ------- 3 A ~~~6 $ ~ _ _ - _` w •~_-__~_ --- ------ .---------_ --------- L_ -- - - ~---- ----- J ~Oistribution `- Cell of ' " :~~ ~ to 2z Pipe aggr egate " Observation ~ Pipe (]-nchbr securely) • f - PLAN DIEir1 OF A MOUND SYSTEI4 Distribution Pipe Layout Page S of .o Place the holes at the bottom of the distribution pipes . at~equal spacing. Remove all burrs from the pipe and holes. Extend the end of each late~l uD with the ore of long fora or 4~ ° fit•~:ng to a point within six inches of the final eTade. Te.'minate the ends of the Iate.~aIs with a valve,: threaded c~ or • ~ plug. Provide aces from final grade for the valve; threaded cap or threaded pIuQ. " T`-t F_ 1 cr, L L~Z.ps s _s'`.;1g 1~ FVC ~ F~~` pVC Later( Maniratd - ~ Later( tom- Lt?~N V \~,~ P -~+ a- - ~ h r'; it \ F~ ~.= G- -- Y~2c~ n~;u~ ~C.G r~s sflx - -o - --.~ P =~ Ft. ~ ~ Hot a Diameter ~ ~ `~ Incfi ~ ~-•" S 3 Ft. ~ ~ Lateral ~ 1 ~~`f. Inches) X z y ~nchps Manifold Z Inches " ~ ~ Force Main " Z Indies - # of holes/pipe ZS ' ~~ Invert Elevation of.Laterals g8-67Ft. '2.SX u : y t _ ~ - y. 1. 0 G Pit • 1 ,. '1"C.Z VENT P1PC ~ lO' FROM DOOR, wIA1DOW OR FRESH AIK UJT/1KE 18~!'l I Al. ~ . -AILET APPROVED JOIAIT~ LLEV.~? ~q? FT. PUMP CHAMBER CROSS SECTION AA1D SPECIFICATIOAIS' PAGE b.. OF -] `~-vEuT CAP WEATHER PROOF JuucTlou eox 12'MIU. I GRADC I ~~ ~ I I CO-JDU1T ~-- \~ APPROVED LOCKING MANHOLE COVER WITH WARNING LABEL ~ 19~MIU. PROVIDE _J J AIRTIGHT SEAL I I i I I I I A I I~I I I I I I I I ALARM 8 II Il I i I I o~, c •I i PUMP --~ --~ .~ OFF f ~ ; ~`Z_~ , ~ Z_ 00 t COtJCRETC OLOCX APPROYED .lOI1J7S RISER EXIT PERM11fED OIJLy IF TAWK MAIJUFACTURER HAS SUCH APPROVAL~3,•AFPRAVFD 8E00tµ4 SPECIFICATIOI~IS • OoS E TA1JK MA-IUFACTURER: ~~-S ~0~~-ATE u 5~ ~ {~MBER OF DOSES: PER OAS TAAJK SIZ)<: - ~ ~ O GALL01J5 ' DOSI s VOLUME 1 ALARM __1!~M,lUFACTURfrR: ~ `~' F,~.'~ CEO SI-a j , ti 5 (INCLUDING QACK/LObJ: ~ ~ ~' ~- GALLONS ~~ -•---• ,- - - A100EL AlUMBER: l O ` ``~~ _ -OPACITIES: A= ~ ~ RICHES OR ~~ IjZ. ~'WLLOy3 c.~ SWITCH TyPCS ~ ~ ~Z~Q- e = Z IucH>:s oR ~) 3 - S GrLLO~Is PUMP MAIJUFAGTURCR: G OU ~~ S C = S~ 1' z \ 1 q . ~ _,_IfJCHES OR GALLONS MODEL WUMBEK: ~~C dS 0 = ~ ~ INCHES OR Z3 ~- ~ GALLOAIS SWITCH TYPE: ~~lZ~~~ lJOTE: PUhIP A>uDALA M ARt TO~~~~ MIWIMUM DISCHARGE RATE y-~-~ GpM INSTALLED OIJ SEPARATC CIRCUITS VERTICAL DIFFERENCE ~ETWCEW PUMP OFF AUD.DISTRIBUTIOr.I PIPE., s 75 FEET t MIUIMUM 1JETWORK SUPPLY PRESSURE . ~ ~ . ~ . , , . , 6•SO_FEET~S-flXl" 3j -I- ~ S 'FEET OF FORCE MAIlJ X 3' ~ ~ F~o fzFRtcTlou FACTOR. ~ ~ S ~ FEET TOTAL O~IJAMIC HERO- _ ~ ~Z'~FEET _____~--__-~ -- As per:~anufacturer Z 1.7 (~ galjin. Liquid depth 3`7 .. ~• ~. s, ~_ Goulds ~E ~1 °~ _ Submersible Effluent Pump . ~~ EP04 . EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/a° maximum. F--~, : • Capacities: up to 55 GPM. ~,~~ _ ~ Total heads: up to 24 feet. • Discharge size: l'/i"NPT. • Mechanical seal: carbon- ". rotary/ceramic-stationary, BUNA-N elastomers. • Temperature 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: 3~4" maximum: • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size:l'rz' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C)continuous 140°F (60°Cj intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz,1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz,1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERS FEF'r 10~- s o ~ a w r U 6 } 5 0 ~ 4 Fa- 0 ~ 3 2i 0~ • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operatidn. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ EP05 Impeller: Thermo- plasticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. CAPACITY ®1995 Goulds Pumps, Inc. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover. Thermoplas- tic cover with integral handle 'and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian Standards Association (CSA listed model numbers \ end in "F" or "AC°.) Eifartivr±Mav 1QQ5 ' 0 2 4 6 8 ~ 10 12 m~/h J Jan, 12 d3 t74t23p FOGER7Y PLUMBING 17156355286 Wisconsin OeDartmCnt of Cof'1merCC SOIL EVALUATIQ N F~EP4RT bivision of Safety ana t3ut7din9s i ~ accordanpE with Comm 85, vVis. Adm. (:Odo County r, Attach Wtnplete site plan art Doper not le s than tf 1r2 x 11 lnrhos in size. flan must ._..--~',~ include, but rwt Ilmited iD: vatjg3l and tto tznn~t referents pcirtt (BMA, rlirsCtier- and Parcel lA. percent StOpe, state or dirnenSiOns, nar'Jt artow, and tpcatipn and distance b nearest rb2d. Please Prini all infor>nafion. ReWewad ~` Personal intomntian You txwide maybe urac for saoondary ptKVOr+4s lPrivacy taw. s. t5,04 {1} (ont), - - p.2 Page ,,,,1, of ~ gate (,,py~ lot 1I4 ~ 1!4 •S Z Tz ~ ~ N R E 1.ot s Blotlc ry solxi tttYnP cr t:$~ r~ ^ City ^ V r[~-Town Nearest #ioa0 [g'New Gortstructian Use: ResidenlL /NWrttiber et bedrCOms _,y -Code derived design tiow vale ~rfff~ 6VD ^ Replaaenn~tt ^ Public a ~orttmerC:+l - Desrn'be: Parent material f~h/.w~".CH _ ~r4!n/~ ~ '._~~is~7 1~ _ G3 Flood Plain etevatlort a eppGrable ,~'~i.~ -- ~ General carrvnen~ sew rsax~mmendasias>y: („„(.,,,,,) QrPii Ground suck ce elev. roc ,~ ff. DeA~ W trmwtp raaor Irv m. HrnIZCn Depth porninant Cotar F !QOx l7esuiption Texture Swclws Cortsistent:+e 8otutdary RoGtS in. t~tunser a . Sz. cont. color Gr. Sz Sh. p ~;t ApWtratlon Rats 'Etatf •H1tl~ r ~ • I ~ Y "' o? ~~ ~~ 1~ *7 BOrtIQ ~ ~- ~'P~~ Groratd sr,r~ oe elev. ,~,_ R Deter b ~tg factor Z ~" ln. Sal Apptic8ti0rt Role Hor+lran DepUr Oaminanl Cdor f edOx Descslp6on 7exturo Swc4me Consiatana BauxiatY iZools GPOM'fr in. Mtrrtsdt Q t. Sz Cant. Cobr Gr. Sz Sn. L •EffI1 "EilIIZ ~~ 3 ,~ ~ ~ ~ c Wis. .~-- ., • Eflhrettt~l = BtaD, > 30 ~ 2ZiD r tgrL and FSS a30 ~ 15Q rtprt. GST Nart'ie (Please txfint)--- ~ St atttx ~'f~'p lu • ~-~(>•~it~T~~ Amass Fogarty Ptrtmbing & Prat k '!'t:stirrg 28288 McKenzie F d. ~C'~~it~.t~/iCr a R~ -~~'~ / in~ierrr.+ac . ow,'• au Ilya. a1,u ~.w j w wy~. i~EvaN:atiart Canductad TeM 7r~ -7 ~ri --Q,Z 7th'--~ w~soatsin Department of Commerce SOIL EVALUATION REPORT 'Division of~Safety and Buildings in acc~danoE with Comm 85. Vlris. Adm. Code County . Attach oompiete site plan on paper not less than 8 1/2 x 11 inches in irrdnde, but not i'urdted to: vertical arrd horizontal reference post (BM) E I V ®arcel D. percent slope. scats or dimensions. north arrow. and location and dis to nearest road. Please print ail information. DEC 2 4 2 02 Rersonel &rfomratian you provide mey be used for seoarday Purposes ~ law. s.15.t>• (1) (m))_ Propeliy Owner 6iidNTY Oats ON NG OFFI E tf4 •.S Z TZ ~, ~ N R E ONrtmr's MaiMt~ Address Lot ~ Block # 9t~d'ifarrle ~ CS(Narl 1 P' f-~. r -~-' -- ,v City _ state Zp Code Ptwne Number ^ City ^ [t~-Tovm Nearest Road t ~S') [G~'New Construction Use: Residential / Number of bedrooms _Y___ Code derived desiga,low rate GPO ^ Repiaoerrlent ^ Putr6c or oorrrneraal -Describe: ' Parent material ..~,~,~.t:~.,~ i/1L`1 Lo/J~il--1 ~~,,,.~~ Fbod Plain elevation if app6caWe ~/.~ ft- Generdl corrunents j ~ . . and reaorrarlettdations: T ~°-d~'-~-'~~o ~ ^ ~~~ '~ Pit Ground surface elev. ~8, p fi. Depth to Cgniim9 ~ __.~~2_ _ M• ~ A~ Rate Horizon Depth Dorrtinant Color Redox Description Texture Stnkture Consistence Bourrdaryr Roots GPOJft= fit. Mtrnsep Ou. Sz Cant. GObr Gr. Sz. Sh. A `E~ '~~ ~' .3 ~-- S'L ~ . . Z c ~ ,s 8 z -sF ~ ~- ~z h ~, °' C 0 Harizo * t^7~ t~ Pit Grautd sustaoe elev. ~ R Depth b t9 factor ~ rt Depth Oorttinant Color Redox [)escriptiort Texture Strumrue Consistence Bo in. tiMalse~ Qu. Sz Cont. Color Gr. Sz. Sh. in- ~ A~pq~ Rate wldary Roots GPOJR= `E~ 'E~ _p ,~ - ~ 2 • -22 -- ~. L - . 1 • F_fflrbrt t aX't = BOD, > 30 < 220 rtglt. and TSS >~ < 1 50 rtlgft. t_i2 = BOD, < 30 mgA-and TSS < 30 ttplL^ - ~ST Name (Please Print) ~ -- ~~+'~'t Iwd~ess Fogerty Plumbing & Perk Testing 9R9RR Mt~Kan~in Q~ E'~ra5on ~'~ /2 ~. /1 ~- ~ Z.. CST Number . s/ P o 7 j J-T~~ 7~cY"^`~i Page ,,,~ of _,~ Property Owner ~~ ~~~/.~~ Parcel 10 # Page .,.~ of ~g ~ ~] Boring 3 ~ Pit Graxrd surtaoe elev. _~ ft. DeWh b Nrrrting Factor Z Z- ~ Soi Ram Horizon Depth Dominant Color Redox Description Texhue Stnwture Consistence Boundary Rods taPDll~ in. MunseU Qu. Sz. CoM. Cobr Gr. Sz. 5h. 'Eff111 '~ z z ~ --- L • ~~ ~~- s-- ~ z• ~ -- • ^ ~g # ~ ~-g Pit Grtwnd surface elev. ft. Depth ro Writing factor' ~. Sad Rate l D i t C tion Redox Descri Texture Stricture Consistence Boundary Roots GP D/ff Haizon Depth in. o or om nan Mur~e1 p l]u. Sz. Goat. Color Gr. Sz. Sh. `EIT#1 'Ei~2 ~~ # ^ ~g Pit Ground surface eMv. ff. Depth to Wrung factor in. Soil Rate T t Structure orrsWtence t Boundary Roots Horizon Oeptlr in. Dominant Mures Redox Description fau. Sz. Cont. Color ure ex Gr. Sz. Sh. . 'Efltl1 'ENN2 zvx/ # L ~ L ~ v ~ =s • Effluent #t = BOD, > 30 < 220 mgll. and •TSS >30 _< 150 mglL 'Effluent #2 =• BOD, < 30 mgit. and TSS ~ 30 rigll. 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 depaRment at 6083151 or'T~!'Y 608-264-8777. seo-uw trt.s~ot `• l • ~ .i ac B- 3 \ „-... l .z30 .ZO /ftl~ SC~iLE' / "= SD ~ ./~ i war LoTl,ZSrl~ d,rf L = ~'LT d~-, ~® Off' i=oR~nrnl~ ~!~! f=i !~'~ • = FOt/,~f/fj GIT CoRN~/'c ~ iC.oA. . i/To , i/ ~~(~D~OON'I 1N41!!V/~ ~ YIi 0u/~D Tv N'SE. n. ~ 00 ~ ~/wUITLf j~1CD6h f~.rll~~D ~'E. S.L/L'= 7'D /~Nl~ ~/ 7`i'~s19ir~" L - E'M/ ff y ~ -' 02103/2003 09:59 7156844224 NELSON SUPER VALU PAGE 02!02 Feb -Ql 03 08:27a FOGERTY PLUMBj(IVG 1 7 1 5635528E p-2 ?t% ~y ~~ ~r~ ~ s-r cROZx couiv~Cx SEPTIC TANK MAINTENANCE AGREEMENT ANA '©WNERSHIP CERTIFICATION FORM OwncN~er- i' rnv.~/w ~ - Mailing Address ~z~ /lam-,, i.?ifl.~cr/ ~ ~~~. . Property Address _ ~~ ~ ~ . ' (Verification required from Platuring Department for new cottatructioa)~~ City/State ~3'E~~- ~ c.2 Pucel Idemification Number ~3. -/off-~"-1'`D"7tata ~ .- cs'~ 03 LEGAL DESCRYP'TION , Propetry I.ocation~~! '/., ~,,, '/,, Sec. ~ T__~N-R ~/6 Vl-, Town of ~~Qe~~ Subdivision `~~ , Lot ~ Z . Certifred Survey Map # 7fl,~~~6 ,Volume ~ ,7 ,Page # ~f/d,S Warranty Deed # 7/D ~i/33 ,Volume~~ ,_,, Page # S/ Spec house D yes Ca'no /A-~a~ Lot lines identifiable des D tto h' ao~ SYS_?$M MAINTENANCE ' ' - - itnpropcruse and truiatenance of your eeptie syetettt could « su11 is its prcmattue failure to handle wastes. Proper maintcnaace consists of ptunpiag out the septic teak every tluee years or sooner, if neededby a IieeasedpuAaper. What you put intp the system can street lbe firoctioo of the septic task as a treatment sage in dte waste disposal system. , The property owner t+grexs to submit to St. Croix Zoning Departrrtent a ccttification form, signed by the owner and by a master plumber, journeyman plumber, restricted pfumbcr or a licensed pumper verifying that (1) the on-sift wastewatct dispbsa! system is in proper operrting condition and/or (2) after inspection and pumping (if necessary), the septic gtt1C is less than 1/3 full of sludge. 14we, the tmdt:rsigned have read the about rcquiretncnts and agree to maintain the private sewage disposal system with thrstandards set forth, herein, as set by the bt:pamncnt of Commerce sad the pcpar~ncnt of Nattual ttesotuct:s, State of Wisconsin. CeRificatioo sating that your septic system has been maintained must be completed and relurnod to the St. Croix Courtly 2onibg OtBcc within 30 dap f the three vro. w+++.+•:~--~ a-•. e _ -- r ,. - ~ ~ 3 St ATURE OF APPLICAM' DATE OWNER CERTIFICATION 1 (wt) txrtify that alt statemetrts on this formtarc true to the best of my (nor) knowledge. I (we) arts (ore} the ot+vner(s) o[ the petty de cribcd shove, by virtue of a warr+nty decd recorded in Register of Deeds Office. qq' `_j.Jf~~ NATURE OF APPLICANt' DATE - •"••'• My orfortnation that is ttds-rt:presemed tray resu{t ie the sanitary permit being rovoked by the 2oniog depa~mrnent "••"' •• tnetodt wrath ttris appllcatiott' a stacnpcd warranty deed from the Register of Aeods otTice a copy of the ct:rtired survey map if reference is made in the wstrenty deed • J ~.GO/ nu O ~O~ ~ C------- ~---.______ ....-~--~ 1-~- ------ --------1-----~ ---~..---.__~_.. ---- ..__.. _ ... - p y v/w ~ ....,...... ~ UC) wiC. ~ ..---. ... ~ IIN~ (yT -AitO Dot .__.._. ... ._-._-. U~.._ ffN OPT PAlIO DOOR ss~. --..~.... - - _ Y rp c1o ~ r r - J UTILIT MORNING KI1CIIf.N 1?3 r Dl0 ROOM _..._._._ L` BATN 2 sGt 00Dfr ~t1+w la."wp DININf~ ROOM BEDROOM 1 SwvR ~ `----- .I ~~ ~~~°~' BATN 1 - .. •' 0~p ST•14yEll '•,~,~, r _~ ~~ ~ / / BEDROOM 2 Moci asp DF.N ~ LIVING ROOM ~ ~ B(.DR(lUM 3 Perimeter Span f!1 i~ r~ 68' - 4' . Model No. 7232 • Order No. 89028 •2,095 Sq. Ft. ~.~ C:>lar(iry~ioly;>,ir(g tcl 1:7ve I~,y i~oms~ built.o these specifications. tdo changes will be mad er fter. x ~ 03 Q to x ~1 Z1y7P Sly{ STATE BAR OF WISCONSIN FORM 3 - 2000 Document Number QUIT CLAIM DEED This Deed, made between Christine L. Gartmann, a single person Grantor, and Joseph A. Gartmann Grantee. Grantor quit claims to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Part of the Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4) of Section Twelve (12), Township Twenty-nine (29) North, Range Sixteen (16) West, Town of Baldwin, St. Croix County, ~•lisconsin, more particularly desribed as follows: Lot Two of Certified Survey Maps 81ed bruary 7, 2003, in V lame 17 of Certified Survey Maps, at Pa a 4455, a Document No. 708886 office o the Register of Deeds for St. roix otm rsconsin. SUBJECT TO a right of first refusal in Shawn Gartmann, Augusta Gartmann, Matthew Garhnann, and Carla J. Wallin, or the survivor of them. 7 1 X435 ~~ KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIK CO., WI RECEIVED FOR RECORD 02!20/2003 09:30AM EXElt~T ;~ 8 REC FEE: 11.00 TRA)iS FEE COPY FEE: CERT COPY FEE: PAGES: 1 Area Name and Return Address Thomas A. McCormack PO Box 2120 Baldwin, WI 54002 002-1025-80 Parcel Identification Number (PIN) This is not homestead property. (is not) Together with all appurtenant rights, title and interests. Dated this 1 ~~~ day of rv , 2003 W * * Kristine L. Gartmann * AUTHENTICATION Signature(s) ~ ~ IcS'DC.~ G- • Cx~1~,r~~yl„ ACKNOWLEDGMENT STATE OF WISCONSIN ) J ) ss. St. Croia County ) authenticated this /7 ~ day of~ , ~b~ * Tkc:+KL ~ . ~"~CQ~rlt4 ~~ TITLE: IvfEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) Personally came before me this day of 2003 the above named Christine L. Gartmann to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Notary Public, State of WISCONSIN Baldwin, WI 54002 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or ackrnowledged Both are not necessary.) 'Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN QUIT CLAIM DEED FORM No. 3 - 2000 , .) INFO-PRO (800)855-2021 www.intoprotorrns.com 7 0 6 6 8 6 vn~ '! 7 n ~ r_r 4455 INi:~ 13.00 Certified Survey Map EEINC A PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF EALDWIN, ST. CROIX COUNTY, WISCONSIN. UNPLATTED _LANDS North line of the SW 1/4 of the SE 1 APPR~' Fence ST. CROIX COUNTY Plannino 7on~nn arul Parks Committee F EB 0 7 2003 If not recoroed wit rova~shall be approval null~gnd void v a, v, Vi 4i ~~ m~ ~' 5; . ~~ ~ "' M Vji ci ~ 3 M ' ' ~~ a~ o r 8 z ~' ~;W I !4 g b SCALE: 1 " = 200' 0 200' 400' Northeast corner SW 1/4 of the SE 1/4 g PREPARED FOR: N Chris Cartmann Route 1 Woodville, Wi 54028 891x0 62 Sq. Ft. (20.12 acres,' Including R/W 850,108 Sq. Ft. (19.52 acres) Ezc[wding R/W n N , ~ N~ ~ ~~ pp ~ ,fl ...__ Government Corner (as noted) ~ o ~ ~ N o o. ....... Set 3/4"' z 24"' steel rebar ~ ~ weighing 1.502 lbs./lineal ft. }~ ~ ...... Found 3/4'" steel rebar ~ r3it ... ...... Drainage arrow ~ ~ - SE 1 /4 m N / 1 V , J` w g 100' SETBACK LINE - - ~- _ _ _ _ _ 8 N87_47_20_W 662_86_ ~.~,~~- 662.88' -- e ------ -- ---~ V n67'4 27 0'W~ 0 662.88' --------- M -__ N87.4720W South line of the SE 1/4 Section 12 - S1/~ CORNER SECTION l2 T29N - R/9W FOUND SURVEY NAIL SET BY CO. SURVEYOR _UNPLA]',{'~D lr1NDS _ rN~ ~wN y .~ ,~1m ...~z 0 da d \.a a i ~y ~i F~v >e , o. '~o~ ~; ~ ~ ~~ ~~ Q' 2' ~~ i o' m~ ~~ 3' a~ z' ,i w :~~~ ~. Z6 ~~O ~~~~A~ :, .^?79 YJI ti.~J ~~o , SE CORNER SECTION lY TY9N - R76rr' PoSlTlON ESTABLISHED FROM TIES i 1325.76'x ------- i 2651.52= - -~~'~-_-~ _~ ..v ucq.eaSL COTTLeT SW 1/4 of the SE 1/4 Note: the parcel on this map is subject to state and county laws, rules and regulations (i. e. Wetlands, Lot size, Access to parcel, etc..) before CEDAR CORPoRATION Purchasing or developing any parcel contact the St. 60I. WILSON AVENUE Croix County Zoning office for advise. NENONON/E, Wl. S1751 This instrument drafted by Peter J. Cartmann PACE ~ OF z Vo1.17 Page 4455