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014-1080-02-000
Wiscon;Din Department of Commerce PRIVATE SEWAGE SYSTEM Safety aid Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Reschke, Rile Forest, Town of SST BM Elev: Insp. BM Elev: BM Description: i oo ~~ l c5 ~ I ANK INFUKMATIUN TYPE MANUFACTURER ~ :~ CAPACITY Septic f ' ~~ ~ ~ W ~P~S.(/~- ~ /~~ Dosing ,•( ow~oz~ ~ ( S ,oaeratioR ~~ ~ ,~,,,,~ Holding ~„ ~ ~(] C ~^ e.5~"' TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic I ,7 ~ / ~ ~,/ ZZ ~ 2 Z / Dosing i ~ ~o / ~, , zz. t z, ---' Aeration Holding PUMP/SIPHON INFORMATION ., I _ Manufacturer ( Z ~ Demand ~ e/l, GPM Model Number / TDH Lift /o.~~ Friction Loss g, g5 System Head 3.Z5 TDH Ft 2Z.4[~ Forcemain Length ~ Dia. ,/ Dist. to Well ~ / ~iD z / IDV ELEVATION DATA County: St. Croix Sanitary Permit No: 488236 0 State Plan ID No: Parcel Tax No: O1 - /0~0~ oZ- SectionlTown/Range/Map No: 04 • S/. i5. Sg2 STATION BS `7. 30 HI /D ~• FS ELEV. /GO Benchmark x.33 io~.33 /da Alt. BM alc.,crc. sciJf ~ml' S(1 ~,99 loZ.~f Bldg. Sewer ~ . ~5 4g c~ s SUHt Inlet /I.L1 5~• ~l SUHt Outlet ~ ~ Dt Inlet ~~ "~- Dt Bottom 1~1~~3 ~z. s`~ Header/Man. y~17 /63 . /3 Dist. Pipe Bot. System ,l Final Grade St Cover ,, t! o~ f~.3 /oo .~,7 SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length ~ No. Of Trencty~s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ /z ~ i~Q /I ~ ~~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. ~ INFORMATION CHAMBER OR Type Of S t m: ~ ~ UNIT ~O U /o y Z ~ 3 ~ ~ $ ~ Model Number. ~ 0151 KII3U I IUN SYSTEM Header/Manifold r t ~ Distribution C4 ~ / Pipe(s) C• x Hole Size ~ / 3 x Hole Spacing ~/ V~to Air Intake Length Z Dia ~- Length ~Ob Dia ~ Spacing z /~~ 3~ ~ SOIL COVER x PY[3CCIlrP_ Svctams Anly YY Mnnnrl (1r O-.(:ra`tn Rvc4omc Anly Depth Over Bed/Trench Center / / / Depth Over Bed/Trench Edges \ xx Depth of Topsoil ~ xx Seeded/Sodded xx Mulched r ~ ' . ~ Yes ~ No es ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Location: 2280 290th St. Unknown (NE 1/4 NE 1/4 9 T31 N R15W) NA Lot 2 1.) Alt BM Description = ~~'~~ ~ v'~- C,0.: ~ d-, 2.) Bidg sewer length = 3 / ~ I_ ~ -amount of cover = y i c.~• Plan revision Required? ~ Yes No ~ 6 Z1 ~~ Use other side for additional information. Date SBD-6710 (R.3/97) Inspection #1: /D / ZS l ~ S° ~ Inspection #2: / / G ~n.t`~i~zQ1_ `~) o w parcel No: 2S ~_ Insepctor's gnatur z, s' o~ b ~ Cert. No. i ._ ~ Safety and Buildings Division 01 W W hi County S ~ ~ C p6 / ~ ~ " . as ngton Ave., P.O. Box 7162 / jg ~Q~ Madison, WI 53707 - 7162 Sanitary Permit Number {to be filled in by Co.) Department of Commerce (608} 266-3151 ~ L~$ $ Z 3 ~ , Sanitary Permit Application State Plan LD. Numbea i z ~~ S Z G _ In accord with Comm 83.21, Wis. Adm. Code, persona! information you provide ~ /?! ~/ ~j maybe used for secorndaty pur}wses Privacy Law, s15.04(1 xm) Proj t Address (if different than mailing address} L Application Information -Please Print AN Informatio ' 0 zq b ~^ ~. a Property owner's Name 12. LE ~E ScGI ~~ .1 U N 1 4 2 0 0 6 Parcel Block ~ ~~ ' - Z Property Owner's Mailing Address s3 fly ~%so~ ~~-~ - ST. CROIX COUNTY Property tion N~ , N~. 9 City State Z i ~S ~' Section , /,/J ~~~~ - /' p' Code ( y ~d / Phone Number ~ s / v J ~ s ~ CP / ci~cle~ { T~! ~ S II. Type of Building (check all that aPP1Y) e- ~w ` ~ ~ •,; • N, R . gdrw ) ~~ ;,, ~Ior2FamilyDwetling-Number of Bedrooms ~ , A., r,,, Subdivision Name -{e61~441ernber ^ Public/Commercial -Describe Use r• .~ .:. ; ~ , ' , , S c _ - ~ Fa~~s T ~s Tfir~s ^ State Owned -Describe Use X ~ /1 /GJ l ` . ~ x' l , r ~, ' . r ,. , A ^City ^village Township of ~/P~S T ` III. Type of Permit: (Check only one boa on lice A. Corspkte line B if applicable) Y -~ A' (New System ~_ ^ lacanent Rep System ^ Treatmeni/Iiolding Tank Replaceanent Only ^ ONrer Modification to Existing System B• ^ Permit Renewal . ^ Permit Revision ^ Chamge of ^ Pamir Transfer to New List Previous Permit Number and Date Issued BeforeBxpiration' Plumber . Owner ~' liV. T of POWTS S s tem: Cheek at1 that a 1 p ^ Non -Pressurized In-Ground ^ Mound ? 24 in. of suitable soil- ~ Mound < 24 in. of suitable soil ^ At Grade ^ Singk Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Cnound ^ HoMing Tank f ^ Peat Filter ^ Aerobic Treatment Unit ^ Recircul ring Sand Filter ^ ~ ~ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Graver-less Pipe ^ Other (explain) ~ 3 V. Dis allPreatment Area Information: Design Flow (gpd) ys o ~ Design Soil Application Rate(gpdst) Z / Dispersal Area R iced sf) 5 Di at Area Pro ~ S ol ~ s ' /~ . , ~~ o zz o y8 0 2~ / a o VL Tank Info Capacity in Gallons Total Gallons Number of Units Manufacturer ~/~ ~ ~,,, /~ ~'~ Prefab ncrete Site Corrstnrcted Steer Fiber Glass - Plastic N`"' Turks Tacks rv r~s~ ~~ Sepdc or Holding Teak ~^y / V U v / W • a~, 'I .Q "(,+ /+~, /-~, /~N•~ - - Aaoblc Treater Unit -_ Dosing Chamber /„ /_ /r / /~~ VII. Responsibility Statement- I, the andersiigned, assume res ility for lnstallatloo of the POWTS shown on the attached plans Plumber's Name (Print) ~, Z{ L[3 ~2 i GG~,'~' Pl bar's Si tore MP/MPRS Numbs 2 z Le 3 ~ S Business Phone Number ~l S •-7'~ ~ • .3 ~ ~ Plumber's Address (Street, City, State, Zip Code) ~~/Z is ~ ,4-v~e . Spe~'.vG- U~! wi' SY~4 VIII. Conn /De artment Use On Approved ^ D ~o San' Permit Fee ncludes Groundwater ~` Date Is tssuin t S` S ~ ^ O en Reaso for Denial Surcharge Fee} , Ott 55a I7C. Conditions of A rover easons for Disapproval n ~ ~ SYSTEN~~W 3 CoAd.-t~tOhS ~ A. S~'ay2. t87ppl'a e..•., 1. Septic tank, sttluent 1Nter and ~~ 11 dispersal Cep must aN ~ services /maintained ct,~ ~ ~. ~~' ~ - ~ ~~ ~ C~a as per mai>•yerrteM plan provided by plumber. f nn 1 I // 2. Ap sed>rdc t'equiremeMS must be maintained L~a~ 5S t.~- C.a~ a/t ~O I l , ss P~ aPP code / tx~ttlmces. a w•••r•~K rva~ t•v we a.oanry vnryr ter me system on paper ooc rasa man era : r r rncars m size SBD-6398 (R. 01/03) commerce.wi.gov ^ ^ ~scons~n Department of Commerce Safety and Buildings PO BOX 7162 MADISON WI 53707-7162 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary June 09, 2006 OUST ID No. 226375 ROBERT W ULBRICHT ULBRICHT & ASSOCIATES CO 2812 10TH AVE SPRING VALLEY WI 54767 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/09/2008 SITE: Riley Reschke -Dwelling 290TH St Town of Forest, 54012 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1277526 Site ID No. 713813 Please refer to both identification numbers, above, in all corres ondence with the a enc . St Croix County ~\ NE1/4, NE1/4, S9, T31N, R15W, Lc(t 2 FOR: ~--~ Description: New Mound System / 450 gpd Object Type: POWTS Component Manual Regulated Object ID No.: 1079200 Maintenance required; 450 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and;,located in accordance with the enclosed approved plans and'with the component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: ~- On pages 2 and 3, the distribution pipe diameter shall be i '/4 inch. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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 maybe 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. P.O.' Candi, A~A'R CORRE ROBERT W ULBRICHT Sincerely F' eter E Pagel ' Private Sewage Plan a ie (608)266-2889 , M - , 06: pete.pagel@wisconsin. gov ver ,Integrated Services 0 - 1500 Hrs cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Page 2 6/9/2006 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 U'LBRIC~IT & ASSOCIATES CO. 2812 1 Qth Ave. • Spring Valley, W154767 R~~~ ~~~- R~ ~~918s"9~o"~""s~ ~"'s 715-772-3442 'JU~'V 0 ~ 2~~06 PROJECT INDEX Plan I.D. # _ Owner l~i IEy ~F,.,SG l'- /~Lc` Address L~j~'3 ~%.Sd/J ~~,~. ~j~l~~'/ Legal Description__.LoT' 2. OAF C5M /~/4C~.lS. N ~ N sr , Sic . 9 T'3/~V fig Sul _ ._ ..~0~~ _T_ Town of s -------_~~.______.__.__ - Phone 7/,S• Zlo ~• Z~f~ !~/s. Sy oo County S-F• C1zO ~ K C.S.T. ~~`~~~ (rRc~E .~ 22~ 77~ Installer R.'Z(LR2iGh'7- - - MP RS #~- ZZ C~ ~ -~ s~ Local Authority/ Supervision ST• GTZ 4~ X C T j! Z ON i ti1(,.- ~L~7r'. PROJECT DESCRIPTION 7f S ~ 3 ~~o ' ~~nBZ) A/E~ cov sr~v cTrd,~ . ~a~ fl- piPo p 6sEo 3 ,23c~~P~r . fi~~r_e -- ~5 T%~t~-7~D ~~s iSN ~~~~ ~~o y ~-~~ ~y ~R ~N iA1 f~iC~ pe~riv~- ~~rc„y whs~..e ~~w = ys~G~s' was. ?o~.Ts . s-+~ sp~~;,~ ~ %s ~ ~L''t`L R M ~'N f4ri ©~v ~ U~ i S . ~IhN ~ 9So~ 5 y <si rE- Jo~.w,, ~ ~7r7z~~. 5~-,g-7~- ftPP~~~ ~4 (~~.s~ sew (~~u~ns~ SiD~` O F ''('~ i 5 ~,VD~jc S~ Ee-T' i~a R yT M ouun S ys~~n GoND~'Traa ~L ~°fi 11 f~~ t ti;o t1 ~.. ~E Q u ~ ~2~M ~aT S ..y 3'w C 'F A ~PP~v~- spy ~S z~ - o~ `C~v~-1~ 2t~i3 E ~(~ ~- M P IeS -~ ZZ.~e 3 ~ S Ulbricht & Associates Private Sewage Consultants 2812 10th Ave. ~ipri~g Va~le;~, ~1U154767 0 ... P . 1 PLOT PLAN VIEWS `' ~. Pg.2 STEM CROSS SECTIONS ~ SYSTEM PL VIEWS (REVERSE SIDE 0 ETAILS INSPECTION PIPES & FABRIC/TOP FILL DETAILS) Z Z g. IPE LATERAL LAYOUT (REVERSE SIDE SHOWS DETAILS OF LATERAL O ~ CLEAN. OUTS} ~ Pg.4 DOSING CHAMBER CROSS SECTION & SPECS. V ~ Pg.S PUMP PERFORMANCE SPECS (REVERSE SIDE SHOWS PUMP DETAILS) O U ~Pg.6.OPERATION, MAINTENANCE REQUIREMENTS (REVERSE SIDE SHOWS SITE S~ SPECIFIC PROJECT DETAILED INFORMATION,UNIQUE TO U ~ LOCALE AND GOVERNMENTAL UNIT AREA) The attached plans and specifications are based on the following approved manuals: "Mound Component Manual For Private Onsite Wastewater Treatment Systems (Version 2.0 SBD-10691-P(N.O1/O1) and "Pressure Distribution Component Manual For Private Onsite Wastewater Treatment Systems" (version2.0) SBD-10706-P(NO1/O1). Date /~ht/ 2 ~:' ~ 46 w r ULBRICHT & ASSOCIATES CO. 2812 10th Ave. • Spring Valley, WI 54767 Reg. Designers of Engineering Systems 715-772-3442 Private sewage Consultants MQU,v~ S~ST~i~ /NS T ~I"~/~9'Tidiv S/~c%`fG. C~.vD~ Tiovs S ~ PP/~D ~ ~. ~ ~ r ~ .z ~ ~~ ' ~r L~~-s T- 3 ~ " af' gpP,esv~o s~,~~ ~~;~- s~ft% ~e /r'~-Q~.~ . /LI DUtiO ~i'4-Si4'C ~~~'J- ~~1 /9'~~ ~ CLiiSE~/ f~lol,~~ 7'O X47' 1,E~4S-r 1C9't ~IMM£~~A~~y ~~t'o(2 '~ pl~}c~`HENr o~ s,~ND T6 ~ Ro u E Gv~Sfi~W~4-7~2 '~ '~'R- s cv ~4't-~`-~ }-t o v~M EST' . G,~,vDsc,q-P ~ N ~.- s low o f M Oc~N D sG,~-!/ ~e- ~~ c c ~ t~~ ~~-~ ~. ~, ov~~ ~~S^~ , ~ 8~s-I- D f ~~ ~r- Rum off ~ w~ y ~120M '~ S ~o~- Q~-SA' L ~-~ ,~} ~U~ f~4ce. Cu,~~-rte ~~•~~N f~ ~ ~~ s G>g ~c Also 13-~--- CD ~J S-h2 ~c~~ ~ ~, S (cshlt.,. ~ A S DES ~R ~ Q ~ n ~ C S 7- ~ ~.-¢.- . .~~~ , ,. N.r , y ~~ /~t ~,. f L Yr r.,:. ~- ~ ~ ~ ` -~ C~O55 SE'GTeo~ o~ Moy~D -• w. rt! f3ED Cr, Tb+itk~s~ss °F Y°PsoiL u~~ FoRM t-i~E s ys r~M E IEVq 1-io,~ /o.z, so rI/~ Q~ew~o -ropsoc t- ~/~ e~~~ `~'f-~-_ { u ~ Fo u RM ,Z % 5lopE t^oR~E EtEt~l1'Roa Vu0£R Mh~~ Cp~~F t3~ /oo • o - . sF~C~~crfo~~ ,?~ ~ E~EV1'~T' o D~ , Z • S$ F r. ~ NSF E. H tNV~Rr of 1~T~Rh(S /'03 O ~ ' gZ FT- ~'g ~ 63. 3z • Tip o>/ R dc~ ~ ~--~ /d Fr. ~ Top o~ lArl~~A~s ~6.3..•y roE ~i ST(!t(3uT~o,V ptp„~~- w/ TE,e•~..~~- C~p'S- _ F ; ~~ e.. r y~w,~: P~.A N v~Ew v~ Mou~D -- w~ rte t3E~ Li;U~;~ LpgD/%V(r' 2 C E,v Ti~',g-C ~ ~~ ~r __________ ____-....__~- Fr ° w i~ _____--- ------- -----~' ~ S ~ FT K ~~ v ~ T l~ F T ~ ~ ~ ~- w 3 ~ ~ , Fr t ~ ~ ~ n o F y2 ., ~ PVC cgP~Ep To li" A94 ~-'~'b-~9T~ d t3SE R VhT~ e,~ _ _ t . p~pES /acA-r%avs : /~ ~ie~di~t .~s~ of ceQ~s . PERA'1h,-~EruT MhRKERS ('Tads ®~ Glt;'A~ O~j S`v~E'~~~ . RE(2vit2ED f3,gs~L PtRE/t' ~ 7~A~'~y whs-rE"F'tow w ~.~~ Z~..50 Snt c.. r,3f~ IT~R~rtlE' ~NQh~iTy • Z•d ~(~ SQ, Fj+, - ~ s~ ~ . . ~ 2 yon Oev ~ F ~,'~ ro ! 2~ a~g~Qs~gTE' Observation pipe ~ Distribution cell , Water fight cap . Top of 4" min. dia. leaching air coupNngs chamberti spot 6" 6"min. min. "min.. lnflltrative surface ~ Water GlQset Dollar 'Barp18" r~1h. dia.) Figure S -observation Piers ~~~~ - ~~~~otJ~~ ,~~~~ ~ S~N~`~ ~~ G u~ tl .~~, ~°~or~~ ~ ~_ ~. ~~ _____ _-.-= o v~~ ~s~~ ~ ~~ ..~--------~---w-.__--x-- . ~~s~-Q~t3Ul`1-p~,} ~ ~~ ~' L~4 of . ~ y r- ~~ ~ ~ ~ ~"`' ` . _ ~. `~ x 3 ~ ~~ !~-~ - r ©~ ~ ~Puc Y ZS ----_._. ~,~cN ,,ll ~+~R,~h[3~E . ToTat, unto Va~v~E z~•~ GatS 'PiST~acc~ S~ ~R~~er~0~ N o t ~ 1)~~~1 ETl_ - 3/(o F~aR ~~F~t~p ~oT~''f~`. SID/U~y~' L'h~ E r?a ~ ~~ SCE o~ ~Twai~'~ ~E~uTRhl JVj~4N1Fd~a ,~ Z. r''""---- ~ ~~ t ~ Fs {IUG1~E$ - •~~°~ ~#oI~S~Pip~ ZD I.wVERT El~V~1TiOR ~F LgT~~4hI5 SEA ~~~~SE' SIDE' ~p~ i ~IpM iNhL % ~En4r~ ~ ~ ~~ 3. D ~• ~ ,,t F ~ ~s~qR R T~ ~ETy4< <-- . ~ 0- ~~' PER FoR hT~ D Pt Q~ DiPi~i cam. Jug-1~rG~ a~vs%ry ______ • ~Mo~E h~~ ~R;tl RuRRS ~ ~ y '• H61E5 {d~ATEt~ o,J goT1'oM ~ - - ~tv~tty spnc+~t~ , ~f 5~`Ri duTto~ ~tSChAR [rE RA'~~' ~oR f~gch tqT-ERA! C. P~R~ r3.2. . ~GAj-~Mi~. ~OT~I L`~fSTRIQUTI©~ ~iSCH~tR~E~ SET woR RATE ~dR K 5a . g «E,~.~ r i r' T ~/a /~~PEs ~ i9-T~i~'r4L _ - 4 ~,U~s/f~v ~lo,vvp ~~P.¢1~~ _____-- L~wN S~iPiv,~[~ "del/v~ '' /3ox ~EtiT~~ ~av~=,~ 6,e 5~~~ Itr/2 ~ d 3,` a ~ .~ s~ . ~~-°o _t ^ C. CURVE SEWAGE and DEWATER/NG a° i u. x • u C W = 11 V 11 T.. p 17 . J .... - F 8 8 4 .> 2 0 c~-LLc LITEFa u a EFFLUENT and ~ DEWATER/NG = Q } 18 ~ ~ 0 a 16 F- O H t1 12 10 6 6 4 2 80 180 210 ,320 100 FLOW PER WIINUTE , OELLER O. 2280 Ok/ Ml~s Lsne P.O. Box (8317 Louls,r~Ms, Kentucky 10218 (502) 778-2731 H/GH HEAD 61 "16r3* ="165" "185"-"188-"18g" Series ( HP (% HP) (1 HP) (1 HP) (1 % HP) (2 HP) ' • a¢A19a 1st 169 /•5 f6s fa 19f FT M Gay Llts Gel L,ts Gal Lk5 Gal L,rs Gal LIr9 Gal Lt•s 5 1 52 ,06 apt 6, 23, 6t 231 155 597 155 067 10 305 top 376 6t 2]t 6, 231 ,/6 560 151 572 ,5 asr 9! 3aa W zzl 60 nT t42 597 115 549 20 fit0 62 319 59 n9 60 2zT 136 S15 110 590 25 Tfi2 7a 260 ST 216 59 223 129 181 139 $p3 3D 9,a 65 2a6 55 2p6 56 220 90 340 121 469 127 161 ap 12,9 46 tTa 49 tT2 55 2W )5 263 195 997 114 431 50 15.N 2t 9p 3] 125 51 t91 56 2t9 90 341 100 979 60 19.29 t5 5) 4] t61 ]6 136 71 269 65 322 70 2t 7e JO ,t1 10 30 51 t93 70 295 w z. 3e ,. s] m to6 u 2a 90 27 a3 2 8 37 110 100 30 a9 2, 79 tlo 92.00 s 30 LoCS Valve. 56' 68' 67' T]' 91' 115' ar flange available. • 90 N 1 11 licforf nannrnnc nnl•'1 en.1 ..1.... . /.1 . .~ CRGAAIAR F1RnARFAR Automatic or Non-Automatic. • 'h H.P.,115V, 230V, 200-208V 1 Ph or 3 Ph , . ., 460V, 3 Ph. • 1 H.P., 11/2 H.P„ 2 H.P., 230V, 200-208V, 1 Ph. N„9R or 3 Ph., 460V, 3 Ph. • SC 1225 Passes ~/<" solids (sphere). • 1'~Z" NPT discharge standard. • Float operated, submersible (NEMA 8) 2 ole p mechanical switch. • Automatic reset thermal overload protection, 1 Ph. only. • Durable cast iron construction • . 2" 3" HEAD/ OPACITY 115 „e - t? 5of~ ~, 105 100 - ~ •.I ~ I . 75 MO DEL MODEL 188 >o ,6 5 ss- 1 ~ MO DEL 1 63 M ODEL L - ~- tee I 35 ~ MODEL M 0 ~ 137, 139 1 B 20 15 MODEL ODEL 181 70 7 MODEL 5 53155, 57, 59 10 ~ -~ 30 40 SO 80 1 70 e0 190 100 1 ~ ~ 110 80 180 210 320 100 180 580 610 720 FLOW PER MINUTE Mound System Management Plan r D f.~ Pursuant to Comm 83.54, Wis. Adm. Code,, ~- Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48. Scats. The contents of the septic tank shop be disposed of in accordance with tdR 1 i3. Wis. Adm. Code. The operating condition of the septic tank and outlet titter shag be assessed at feast once every 3 years by inspection. The outlet fitter shag be leaned as necessary to ' ensure proper operatkm. The Alter cartridge should not be removed unMss provisions are made to retairr'sopds M the tank that may skurgh off the titter when removed from its encbsure. If the fitter is equipped with an alarm, the filter shag be servk;ed ~ the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an septic tank shag Crave its contents removed when the volume of stodge and scum in the tank exceeds 1/3 alarm_ The the tank. if the c~rrtents of the tank are not removed at the lime of a triennial assessment. maintenance ~d ~~ of the owner of when the next service needs to be Personnel shag advise the tank. The adnttkm of b ~°~ to maintain less than maximum sctxrt arxf sludge acxumtflation M However. if such iologicat or chemical additives to enhance septic tank performance is generapy not regtdred. 9~di~s ~ products are used fey shall be ap~oved for se}~ic tank use by the Oeparfineid of Commen;e, Suety and Pomp Tank The pump (dosing} tank shag be inspected at least once every 3 years. Aif switches. alarms, and pumps shag be tested to verify proper operation. tf an effhrent fitter is instaped within the tank it shalt tie inspected and serviced as necessary. Wound and Pressure Distribution Svstem Wo trees or stmrbs stroutd be planted on the mound. Planflngs maybe made around the mound's perimeter. and the mound shag be seeded and mulched as necessary'to plevent erosion and to provide some protection from frost penetration. T-atflc (other than for vegetative maintenance) on the mound is not recommended since sop compactkm may hinder aeration of tla3 infiltrative surface within the mound and snow compaction in"the winter wry promote frost penetrptkm. Cold weather installatbns (October-February) dictate that the mound ~ heavily matched 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.. !n(hmnt tkwv may not exceed maximum design flow specified in the permit for this instapation. The Pressure distribution system is provided wph a pushing point at the end of eadi lateral, and it 1s recommeribed that soli Lateral be pushed of ~curriulated sopds at least once every 18 months. When a pressure test is performed it shouts be cxrmpared to the initial test when the system was installed to determine if oripce dogging has ocrxnred and 8 oripce deat~ig is required to maintain equal dtst-pnitkxr within the dispersal cell. - Observation pipes within the dispersal cep shalt tae checked for effluent ponding. Pooling levels shag be reported to the owner, and any levels above 4 Inches considered as an impending hydraulic failure requiring addpional. more faequent mordtoring. General This system shalt be operated in accordance with Comm 82-84 Wis. Adm. Code, and shag maintained in axordance with its' component manual jSt30-10572-P (R. 6199}] and Coca! or state rotes pertaining to system maintenance and maintenance reporting. tdo one should ever enter a septic or pump tank since dangerous gases maybe present that could cause death. Septic and pump tank abandonment shag be in accordance with Comm 83.33. Wis. Adm. Code when the tanks are rro longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers sfrould be kspected fx water tk3hiness and sotmdriess. Axes _openings used For service and assessment shag be sealed walertighE upon the completion of sen-ice. Arty vpenirrg deemed unsound, defective, or subject to failure must be replaced. Exposed access o be secured vy an effective todcing device to prevent accidental or unauthorized enby into a tank or corrrponen deter shag Cvnttnaencv Sian if the septic tank or any of its components~iecome defective the tank or component shag be repaired or repi~ced to keep the system M proper operating condition. if the dosing tank. pump, pump vontrots, alarm or related wiring becomes defective the defective component shag be immediately repaired or replaced with a component of the same or equal performance. if the mound component taps to accept wastewater or begins to discharge wastewa ~ b~ surE~• fl ~ repaired or replaced in its' present bcatksn by increasing basal area if toe leakage occurs or and dispersal media, and related piping, and rePM~+9 said components as deemed necessary cob br~f~ tide sys~tnto operatMg condition. Questions on the operation or maintenance of this system should be directed to your county zoning or health inspector. SEF REVERSE SIDE Pg.6 FOR MAINTENANCE REQUIREMENTS SPECIFIC Td TIFiS SITE, DESIGN, AND COMPONENTS .~, r QWNER's MAINTAINCE"OF SEPTIC SYSTEM •. ' -_ ~ , POWTS (landowners is reponsible for proper operation and " maintenance of this system. Regular periodic inspections and ; " servicing is necessary for the safe healthy operation of; this ' system. The owner is required-by code to submit all necessary' maim-enance/inspection reports to the controlling ,authorities :. SPECIFIC CONTACT AGENTS - ST• C~O~~ G ~y. 70~ f N"G- *. Governmental authority/ inspectors: ~~P T • , ., ~~ S - 3g~•y~8a ~ i,icensed"installer, responsible for providing an operation) aaintenance "Users" manual s - M P~S °* Licensed serve~ce / inspection-agent other than installer: ~if'i -- ~ T ~ .S~,v i 7`~9-Ti O.v .. ~U~I~r'rt1 ~' . ~D * Electrician,-for pump, electric controls, w~Yring units: ~,y~ . ~~. LDS 's ~ /,e~ ~ ~ G~~~ IMPORTANT OWNER MAINTENANCE RE I3IREMENTS 1. Winter traffic '"(sledding, shoveYing, etc.) across the ~• - area shall not be permitted, or frost can/will penetrate into-, the cell, freezing up the system. Discontinuos use in the . winter: (a vacact-ion-trip, resulting in no water-use) can-also lead tv freeze ups. ` 2. Water conservation -needs" to be exercised!- Or system can be - hydrolically overloaded and destroyed. This svsjcem was " designed for a maximum wastewater flow of y~ gals. daily. 3. POWTS are not desired to accomodate wastes from a garbage;:__. disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload and destroy this system. 4. I f s power outage- occurs, or a pump fa i is, i t may# resul t in a temporary overload of effluent being pumped into the. cell, which may adversely impact the cell (Ieal<ti"ge). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative-"cover (the cells insulation ~ erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULART,Y WATER THE- VEGETATION OVER A SYSTEM! ! Effluent 3~n the,~ystem beneath IS NOT sufficient alone t© maintai;r a ~~. icovsr. 6. Periodic inspections by the owner, or his agents, is necessary. inspection pipes and ports-have been incorporated into the system: ore the mound basal area (effluent level inspection pipes), cleanout terminals on the pressurized laterals, at each tip - for flushing and cleaning the laterals out: The filter system in the tanks {via a locked above ground coverJmanhole). Only a licensed properly quali6ied Person should be performing this work which involves health ~ severe safety risks. Evidence of effluent ponding in the system's treatment cell shall also be regularly inspected. isconsin Department of Commerce Date of Inspection: October 27, 2003 Project Name• Use: Legal Description: NE, NE, 9, 31, Site Number: Subdivision: ~.~i~Apt~sett'~ Municipality: Town of Forest / County: St. Croix Plan Transaction Number: Sanitary Permit Number: Wastewater Flow: 450 gpd Persons Present: H. Grote, K. CREVISta.p •I'~,,,,~ SI.1~p ) SAFETY AND BUILDINGS DIVISION / Integrated Services Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, WI 54729 www.com merce.state.wi. us (715) 726-2544 Plumber Name and Address: Unknown 15W reified Soil Tester Name and Address: Henry F. Grote, CST 222774 E4366 353~d Ave Menomonie WI 54751 Ov Ow er Name and Address: Bernard Seidling ~ PO Box 3006 Eau Claire WI 54702 An onsite soils verification was conducted at the above referenced site. as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Atypical pedon description for this area follows: 00-03" 10YR 3/3 sil, 2mgr, mfr, cw. 03-11" 10YR 3/3 sil, 2msbk, mfr, as. 11-14" 10YR 5/4 sil, 2msbk, mfr, cw, w/ common 10YR 6/3 si coats on ped surfaces and f2f 10YR 5/6 rmfs. 14-17" 10YR 4/4 sil, 2msbk, mfr, w/c2d 7.5YR 4/6 & 6/3 rmfs. Recommendations for this site include the possible use of a mound system designed to overcome limitations of a high level of seasonal soil saturation and moderate permeability present in the subsoil. A soil saturation determination pursuant to Comm 85.60 could be completed by a CST and reviewed by the department to certify that this site has at .least 6 inches of soil free of saturated conditions for seven or more consecutive days. Should a mound design be pursued for use at this site, the linear I should not exceed 4.0 gpd/ft and the basal wastewater application rated should not excee 0.2 gpd/ft . he longest dimension of the mound must be orientated along the contour. At least 30 inches lift must be used when applying septic tank effluent to the distribution cell. The mound shall be constructed to divert surface water around the mound structure as much as possible and the overall design should include an up slope drainage Swale to divert excess surface water and intercept near surface water completely away from the mound site If the a are any questions regarding this report, please contact me. L oy G. J sky, Was water Sp ialist 715/726-2544 Voice 15/726-2549 Fax cc: [County ^ Plumber ®CST ^ Owner ^ Other nt ~ ' +/ ' Wisconsin Department of Commerce Division of Safetv and Buildings SOIL EVALUATION REPORT ,r, orrnrlh nnc wi}h Cnmm A~, 1Nic Ar1m r'.nftP- 1926 Page 1 of 3 Certified Soil Testing County Attach complete site plan on paper not less than 8'/Z x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and D Parcel I percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . 10 acr CS proposed Please print all information. Review By Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ Property Owner Property Location Seidling, Bernard Govt. Lot NE 1/4 NE 1/4 S 9 T 31 NR l~ W Property Owner's Mailing Address Lot # Block # Subd. Name o CSM# Box 3006 Proposed ___ City State Zip Code Phone Number 'City _ Village ~t Town Nearest Road Eau Claire ~ WI 54702 800-386-7969 Forest 290Th St. °'' New Construction Use: /` Residential /Number of bedrooms 3 Code derived design flow rate 4~U ~ru Replacement w Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4' x 120' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill w/ county/state approval for interpretive site determination for A+0" site Boring # Boring /' Pit Ground Surface elev. 99.8 ft. Depth to limiting factor - 0 in. Soil Application Rate l i t C D x Descri tion R d Texture Structure Consistence Boundary Roots GPDIft _ Horizon ~ Depth in. nan or om o Munsell p e o Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 ' 0-7 10YR 3/3 - sil 2 m gr mvfr cs 1 m .5 ' 8 ---- - ' ---T 2 17-12 10YR 3/3 - sil 1 f-m sbk mvfr cs 1m , 2 3 - - -- -- 3 ~ 12-17 10YR 4/4 c1 d 7.5YR 4/6 sil 1 m sbk mvfr gw 1 f .2 3 4 ~~ 17-31 5YR 4/4 f2p 7.5YR 5/8,5/3 sl 1 m sbk mfr gs 1f ~ .4 .6 5 ~, 31-41 5YR 4/4 f2d 7.5YR 5/8,5/3 sl 0 m mfr - - .3 5 - - -~- I II _ lacks A+4"; presumptive limit is 0"; common gy si coats on peds in horizon 3; some mix B horizon from 9-12" Boring # Boring /' Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rate Hor~zen ', Depth in. Dominant Color Munsell Redox Description ~ Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 __ `Eff#1 `Eff#2 1 ~ 0-5 10YR 3/3 - sil 2 m gr ds gs 1 m .5 I _8 ------T-- 2 ~ 5-11 ~ 10YR 3/3 - sil 1 f-m sbk mvfr cs 1f I 3 .2 ~ 3 11-21 '~ 10YR 4/4 c2p 7.5YR 4/6 sil 1 m sbk mvfr cs 1f .2 3 4 ~ 21-26 5YR 4/4 c2p 7.5YR 5/8,5/3 sl 1 m sbk mfr gs 1m .4 'i _.6 5 ~ 26-32 5YR 4/4 f2d 7.5YR 5/8,5/3 sl 0 m mfr - - - ~ 3 '~ .5 +------ ---- lacks A+4"; presumptive limit is 0"; common gy si coats on peds in horizon 3 ` Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 1 0 mg/L 'Effluent #2 = BODS < 30 mg/L and TS5 < 30 mgr CST Name (Please Print) Signature: CST Number Henry F. Grote ~ 222774 __ Address Certified Soil Testing Date Evaluation Conducted Telephone Number E 4366 353rd Ave., Menomonie, WI 54751 10/18/2003 715-233-0398 : t, ' ._ s Property Owner Seidling, Bernard Parcel ID # ^' 10 acre CSM proposed Page 2 of _3 ~ ` Boring # I Boring Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P / in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 j 0-8 10YR 3/3 - sil 2 m gr ds gs 1 m .5 ~ .8 2 ~ 8-10 ,. 10YR 3/3 - sil 1 f sbk mvfr cs 1f .2 .3 3 10-12 ------ 10YR 3/3 fld 7.SYR 4/6 lOYR 6/3 sil 1 m sbk mvfr cs 1f .2 .3 4 ~ 12-20 --~-- - 10YR 4/4 c2p 7.5YR 5/8,5/3 sil 1 m sbk mvfr cs I 1f - 2 ~ 3 5 20-36 5YR 4/4 f2p 7.5YR 5/8,5/3 sl 1 m sbk mfr - - .4 6 _ ' ~ -r - lacks A+4"; presumptive limit is 0" Boring # -~ -Boring I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon i Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots / _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. __ *Eff#1 *Eff#2 j --- --' ._ __- i I ----- _ - r--+-----~ I ----- ^ Boring # .j Boring 'Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ', Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P ~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. __ *Eff#1 *Eff#2 ' i I - --- -- --- ~ _T__ __._--_-_ ' i I - ~---T- ~ i '~ -----~- -- Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Certified-Sa~Lsting ~ ~ ~~-0.i 4 ~~ .>-r q,.....~1l c, 1tw~Cl d-Q.J~ ~,..,a,,. ~(e Lt o-o.(~~~1 ,~~ 4toe,,e ~„~~~ `3 bat. ~~ >~ ~ rat/ ~,,.~:~ .~~, 1\1 0 ~ 3 `~Q~ bo~~ ot~,. c...4 ~ ~ ~ f( G V U \ ~~ \~.. ~ ,, t`~~. <~.. r -~ , ,,,,,.; ~- -. ~> , ~s-..,.. ~..~:~ ~ . ~- ~-z r~ 1~ ,~~`~~ ~ ~~ 3`" ~~ ~J' 6 ~ (~JO.p) ~o~.~~ ~ol~ 1 ~y.` v ~W ,, ~, ,\ Z `s`'' C~~-c <~~-~~ ~~~ r* ~! S ~~~e ~ ~ `~ Z p ~~ ~~4~~ /~~ i ~~ G1 j-sa "Z,i1~~.4 C ~- / q, ..,,.. ~SJL4 ~~~.3 ou" S+~ ~ Y 4a.~~ ~1v~,p~ ~ ~ /~'N n ~ ~~,~~ c~ / ~_ j 13-~ I]~ ~ ARV 2 ~~a ~~i /~ 6-~ ~-- i3 ~. ~y a.~ ,~ `~ c ~ 1 1 of 3 Land Contract DESCRIPTION: Lot # Two (2) of Forest Estates as recorded in document # 816565 in Vo1.10 of plats page 94, being located in NE'/a of NE'/,, 9-31N-15W, Forest Township of St. Croiz County, Wisconsin Tag Parcel # part of 014-1020-10-050 826141 REGISTER OF DEEDS ST. CROIK GO.. NI RECEIVED FOR RECORD 85/25/Z886 18:38AK LANO CONTRACT t1lEIIPT # REC FEB; 15.00 TRANS Ffifi: 105.80 DOPY FEE; GC FEE; PAGES: 3 Return to: Four Star Properties, Inc P.O. Box 13017 Hayward, WI 54843 ~~~ ~~ `/ ,' ., LAND CONTRACT . •,, This Land Contract is effective on 7/12/05, by and between Four Star Properties, Fnsi~, "Vendor"), and Ryley W. Reschke ("Purchaser", whether one or more). Vendor sells and agrees to convey to ~rirch~~ ~vn~.the prompt and full performance of this contract by Purchaser, the following property, together with the'rentst~,~ofits, t~ctures and other appurtenant interests (all called the "Property"), in the State of Wisconsin: ~~ i, ~: •, •~ Lot # Two (2) of Forest Estates as recorded in document # 816565 in Vol. 10 of plats page 94, being located in NE '/. of NE'/., 9-31N-15W, Forest Township of St. Croiz County, Wisconsin. This is not the sellers homestead Purchaser agrees to purchase the Property and pay to Vendor at P.O. l3oz 13017. Hayward. WI 54843 (715-634- 7969) the sum of $ 35,000.00 in the following manner: (a) $ 3,500.00 paid this date: and (b) the balance of $ 31,500.00, together with interest from date hereof on the balance outstanding from time to time at the rate of 12.99 percent'per annum until paid in full, as follows: $ 350.00 on 8/1/05 and the same amount thereafter for the next 339 months or until fully paid. In addition to the above payment, Buyer shall escrow 1/12 the Vendor's anticipated real estate tax with each monthly payment of principal and interest. Estimated taxes are presently $ 10.00 per month. Following any default in payment, interest shall accrue at the rate of 19.9 per cent normal amortization (actuarial) on the entire amount of the contract (which shall include, without limiffition, delinquent interest and late fees until such time as the contract is brought current). Purchaser agrees, in the event any payment is received on or after the 3rd day of the month to pay a late fee in the amount of $ 10.00 per day until such time as Vendor receives the late payment. Purchaser, unless excused by Vendor in writing, agrees to pay monthly to Vendor amounts the Vendor anticipates sufficient to pay, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into Vendors account, but shat! not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified, then to late fees, and then to principal. Any amount may be prepaid without premium of fce upon principal at any time after this contract is executed. In the event of any prepayment, this contract shall not be treated as in default with respect to payments so long as the unpaid balance of principal, and interest (and in such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance of condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title evidence submitted to Purchaser for examination. Purchaser agrees to pay the cost of future title evidence. Purchaser shall be entitled to take possession of the Property on date this contract is executed. Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor without demand receipts showing such payment. Purchaser shall keep the improvements on the Property insured against toss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co-insurance, through insurers approved by Vendor, in the minimum sum of the unpaid balance due under this contract. Purchaser shall pay the insurance premium when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance shall be applied to restoration or repair of the Property damaged, Provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenarrts not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with alt laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified, Vendor will on dettrand, after receiving said sums, execute and deliver to the Purchaser, a quit claim deed of the Property free and clear of liens or encumbrances of the seller, except any liens or encumbrances created by the act or default of Purchaser, and except adverse possession, prescriptive easements, encroachmeurts, easements, restrictions, right of ways, and roadways of records. If the property includes improvements, the improvements are sold Strictly "AS IS" "WHERE IS'•. The Vendor has sot lived ie the nrocerty and ~ not aware of the coadition of the nremisea bein:=soil ender this contract. The Purchaser agrees to pay the transfer fees due and payable and ail real estate taxes, which are payable in the year after this contract is executed and subsequent years. Vendor agr~eea purchaser may prepay say amonnt without penalty at any tame. Purchaser agrces that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of one day following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of 30 days following written notice 2of3 thereof by Vendor (delivered personally, by certified mail, or first class regular mail); then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without written notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (I) Vendor may, at his option, terminate this Contract and Purchaser's rights, title and interest in the Property and recover the Property back ffirough strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect as a result of such default and other amounts due hereunder (in which event all amounts paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this Contract and as rerrtal for the Property if Purchaser fails to redeem); or (II) Vendor may sue for specific performance of this Contract to compel immediate and full payment on the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (Qn Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (IV) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet-title action if the equitable interest of Purchaser is insignificant; and (V) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any aeti~ under (I), (II), or (IV) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and a[I costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder {whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as incurred, and shall be included in any judgment. Upon or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment to a receiver of the Property, including homestead interest, to collect the rents, issues, and profits when so collected shall be held and applied, as the Court shall direct. in the event of foreclosure or any dispute, venue shall be in Eau Claire County, Wisconsin or St. Croix County if desired by Vendor. Purchaser shall not transfer, sell or convey any legal or equitable interest irr the Property (by assignment of any of Purchaser's rights under this Contract or by option, long-term tease or in any other way) without the prig written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Pw+chaser's interest under this Contract solely as security fa sn indebtedness of Purchaser. Tn the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately duc and payable in full, at Vendor's option without notice. Vendor may waive any default without waiving other subsequent or prior default of Purchase. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assiges of Vendor and Purchaser. IN WITNESS WHEI[tEOF, the paMiea tvtve signed sisd sealed tlsese presents. ~~ Ryle W. hke-Purchaser Four Star Properties, Ina- ler Bernard Seidling, Presi nt State of Wiscons' County of ^~p Personally came before me this ~ day of May, 2006 Ryley W. Reschke to me known to be the executed the foregoing instrument and acknowledge same. /• //~ Notary Public for the State of Wisconsin. My commission expires on ~ -02~ (~ 7 State of Wisconsin County of Sawyer Personally came before me this. ~6 ~ day of May, 2006 Bernard Seidling to me known m be the person (s) who executed the foregoing insinut and acknowledge same. `' `~) F Notary Public for the State of Wisconsin. My commission expires on yC/~ ( •~Gl^)~l DraRed by: Bernard Seidling 3of3 P ~~' RER~~~~ ~~h o~ ~pTl-RY~ ~`~ ? ~J6~-~G ~~e; un. ~;: ~,~>~,~, ~ NOO°52'S S'W 910.00' T~_ 54.85 374.35 ~:~, 882.8T m ,ts - ~ Y.: ~ Z m ~ Z r © :,;. fi t C7 -1D~ ~ 3 ~ ~ : O~ ~ ~~ W ~~ ~ ~~ i ~ _ D D~ ~ _~° -~° , oa o O ~ ~ Z T Z ~ ; A A iR' ~ ~ ~ CJ ~ p ~O r ~ i 7t m 2 Z f ~ 4 N1 v ref ` •.~4 1 ~ N ~ ~ S O ~ O ~ ".. ~ m ~ r x t~ r^ ~ u~ ~ w r V O O ~ ~ m m Q ~ ~~~ ~ ~ O O !I N 00°52'55' W 381.11' +; ,~ m.. ~q T T R' ~. ~ - ~ ~ h S ti T_. µti2~ 4 ~ ~~'~ .:ii, r ~ y'~'~ ~lti~: ~.::. r µ L COUNTY PLAT OF. ~ 816565 LEGEND OWNER NC Y1E5 LOCATION SKETCH ~OG , zss°o~a~F~v° . . Fg1ASfAAFA0PN a~~°`°~" FOREST ESTATES ~~'s uucuaF vASrw i LOCATED IN PART OF THE NW114 OF THE NEtl4, AND IN PART OF 1HE NEt l4 OF THE St.CR0IXC0.WISy ,~,,,,,,~,,,;~ ~ ' ~ ac^' ~'`~ 6UAVEYOR l l NE114 OF SECTION A, T31N, Al@W, TOWN OF FOAEST, BT. CROIX COUNTY, WISCONSIN; ~.mzh. '~ ~ ' ~ „a,v~sawran~ i INCLUDING LOT 8 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 17, PAGE 4810 AT ° °"'' Y F°N?a c exvA+ ,YF.I~tG AbpOA,Y,yyp9JIYEriIG,NC. _~ ~ CROIX COUNTY REGISTER OF DEEDS OFFICE, THE BT ~ ~ ,:CLBSFFNA l9 ~ N5AMWY51'IP.O gmlix i t ~^' ~~~ , ~crvsxrxcr¢ y~ ~ .a BUJx4SF19Y'M'.a- s Yn ~ VxOA'E 71S1141)II ~dG aroclM!tUnIaPoYSfCacs+a',rvBd7S~V9A~1¢ ' WrpD~Y pp~Oy~:Et&FUVE I-"p ,~,..,. FA%itNrRl9 ~vd CF. ixEYP+aYAYfA7~W 00NS ~ ~ ~~o u~_Imsuauexot ~ f'>~aaarxs=.uu -IZwxu*unF~L+r --- ~ 5 1y1::..~..N 1 ~ 4y ' xanlclLwn. AY&V~flr3el}v7P'I1E l°RW~KxxA4~1EE1E0A1 I 1 Pk'V9'JAYAEP'NOE°OYtA ~ ~ ~ F-YR1C ///~t ~ ~ i I 4Aut5ANg10W'C00i0f11 ^ ~ ~ C yN17 3/ t z __ I i~u i ii&4JIFIIfxAO ~' O'f. ~v ° ` P ~ ~ ~LF YY °~ auu~ I AYYAIP.PEiJ37l59IIO1BE9JBRGi'OIIF 1lNI56 ~~ ~.wcucclamsncxstnoarM.wcLUrc a'rom~ I 9.BPM113Rx0f4x11NLf Ili°xA9LMFii[47 R- RECSE ~~>9~-0e9;QL4 - - -- - ~...~~ Iq' i ~ oxG~C9~9Af!lEY:Y - _~ - ~- t`c ~ ~ ~ 1~a1~ - ---- -- _ -- - - - - p - _ '. [ s:~ .. _. vsst^nst _ - - 30THA NUE N9B'4557E90T.1? - - ---- ___- - SECTION 9, T31 N, R10W 2 - _ _-- - -- - - Yw:r,„a „x,~l,,. : __ - -- - - - - -- _ - _ - -- - - _ ._ . _ -x ___ ~„~ ' ~_ N@~449TE39T~-~~ - - uerex[:am -_ _- - __ s ; x:rw $ICV3 _::~'...__ __ -._~'-- . p[tgSi.'i59R" -- _- ~r ~~ I~, ~ ~ ppM1E I ~ ~ LOT 1 ~ I I 9.1°A(SE$ i F i i I ~t,Sr907.P. ~bMDA&E9LOi5S:etf@AItAlE9 ~ I 1 I i I p i II p ~' m LOT 5 $ ~ J . ~ ~ ~r ~~ ~~~~ '~ NB9°45'62' 109.90' __ i i q~ ~ gas °o 0 ~D `~ 5 ``~`~n: ~~~/ A_~ ~ T~,~f7 N ~~ ~~ n i Z I I ~! ~i 1 ~1 Iry >' i m~I p ~I a _'. F- WI ~1 FI ~I I Fi I N ,s I i e I ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ~ S l• 7, ~ y • ~'s~ ~ OWNERSHIP CERTIFICATION FORM OwnerBuyer E'I 12~ s c(~ /~~~ Mailing Address ~S3 ~~~ISOnI ~,Q ~-~-j~72~ ~j/. S4`D d Property Address (Verbcation require from~1nning & Zoning Department for new construction.) City/State Parcel Identification Number ~~~ `OZ(~ -~ ~ ~ ©=s CJ LEGAL DESCRIPTION ~j Property Location /V~'/4 , N ~ 1/4 , Sec. ~ , T 3 ~ N R ~ 5 W, -Town of ~ "~`S Subdivision ~ DES ~ G5 T~'r"~~ ,Lot # ~- Certified Survey Map # LAN ~ lo~~') A-c~- War-B+®ed # Ll\ ~ ~_~e~lurne ,Page # 8a C~ ~ yl Spec house yes no _, Volume ~ d ,Page # y Lot lines identifiable yes no SYSTEM 11RAINTENANCE OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping aut the septic tank every three years or sooner, if needed, by a licensed pumper. Whaf you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read 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. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number'of rooms ~_ ~~ IG ATURE OF APPLICANT(S) GP / /_~ D TE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) r 7~ S ~ lam: ~~~ ,P ,~ ~,'~ ~~ ~.~ -tom Ul~ri~ht & Associates ~~ Private Sewa e Consultants ~~ ~~~ ~ ~ ~thl Ave. ~~~i~~ ~~!!~}~, 1~i 547fi7 i. commer~e.wi.gov iscansin Depaiiment of Commerce March 29, 2004 CUST ID No. 222774 HENRY F GROTE CERTIFIED SOIL TESTING E4366 353RD AVE MENOMONIE WI 54751 ATIN• PO~7~'Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDTTIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/29120Ci6 SITE: Bernie Seidling Town of Forest, St Croix County NE 1/4, NE 1/4, S9, T31N, RISW Safely and Buildings 4003 N KfNNEY COULEE RD LA CROSSE Wt 54607-1831 TDD #: (608) 264-8777 www. commeroe.sfate.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary :~~' Transaction ID No. 980154 Site ID No. 6'11728 w~ ~ e,r ~~LO', ;. ~~ .~., FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 94661 S The submittal described above has been reviewed foz conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes, The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 10 3.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shah be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to Comm 85.60 (2), :Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates the requirement in Com 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the~highest level of saturation when redoximorphic features are Less than 4 inches below the bottom of the A horizon. 2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment and dispersal is required. 3. The basal soil application rate shall be 0.20 gpd/ft^2, and the linear loading rate 3.75 gpolfoot. 4. The dawn slope toe of the mound shalt be at Least 14.75 feet as measured from the down slope edge of the stone aggregate or synthetic distn-bution cell media within the mound. S. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil §olum that is weakly structured and slowly permeable. 6. Landscaping up slope of the motllld shall be ihcorporated into the mound design to divert surface water drainage around the mound system. 7. A surface water drainage ditch shall be constructed up slope of the mound site as described in the report by CST Grote for this site. 8. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecutive days at depths Less than 3 feet below the infiltrative surface of the POWTS distribution component. . 9. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other pazcels or portions of parcels. 10. A copy of this approval letter and attachments must accompany the mound system plans for this site. ~~ ~` 4003 N fC~rvrvc , """ ~, cRass~ Wsoa 2~sa-sm TDD #: ~_~mmeme.state.wi.uslsb mww.wisc~nsin.gov ~ara~'i10~ ~' ~~~ ~ ~,~ ~®f~ ~9,eF R1 ~ F Interpretive Determinate ~~ Z~OQ on Report ~~~ For an A+p" M ~sO ound Septic System ~ - On the Bernie Seedleng property 10 acres Pendeng CSM from SE corner ~E ~4~ ~ 1/, Section 9, T 31 N, R 15 P.~.W.T.S, ~ondit~onally `Town of Forest ~ ~ ~ ~~'VE D ` DEPARTMENT Of COMMERCE St• Croix Coun D! IS~ON of SAFEi7 aND Biltip{NG$ ty, Wesconsen SEE RRESP , DENC ~ ~ ~U~ ~ ; Submetted by ~ ` 9 ~ ~ 5 ~ Henry F. Grote, CSTM 222774 Certified Soel Testing, LLC E. 4366 353rd Ave. Menomonie, WI 54751 71,5-233-0398 >su, ~• e. Contents Safety and Buildings 4QQ3 N KINNEY~COt7lEE RD .,.rtes ei ~A1 Page Introduction Methods Local Hydrology - Geomorphology Soil Disturbance and Hydraulic Modification Landscape Position Soil Series Data Government Reports Conclusions/Recommendations Attachments Soil Evaluation Report, Henry F. Grote Inspection Report, Leroy Jansky t Topographic Detail, Section 9, T 31 N, R I S W .~ Soil Series Map, Soil Survey of St. Croix County Wisconsin Average Annual Precipitation (1961-1990) i 1 2 3 3 3 4 5 S 5 ~~~~~~ ~~ ~~-3; a ,, t ~ Interpretive Determination Report for an A+0" Mound Septic System on the Bernie Seidling Property, 10 acre pending CSM Introduction On October 18, 2003 Henry F. Grote, CSTM 222774, Certified Soil Testing, conducted a Soil . and Site Evaluation on the Bernie Seidling property for the purpose of establishing the potential for an onsite wastewater dispersal system. An onsite sails verification was conducted by Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, on October 27, 2003. These evaluations were conducted on a proposed 10 acre parcel located in the southeastcorner of the forty acre property described as the NE '/4 of the NE '/4 of Section 9; T 31 N, R 15 W, Town of Forest, St. Croix County, Wisconsin. Methods Soil color, texture, structure, consistence and redoximorphic features have been evaluated and reported on the accompanying Soil Evaluation Report in accordance with guidelines under Comm $5 of the Wisconsin Administrative Code. Pertinent information has been abstracted from the Soil Survey of St. Croix County, Wisconsin: Topographic detail has been obtained ` from the DeLorme 3-D TopoQuads CD mapping release. Field investigation included thre backhae pits with soil profiles documented on the attached Soil Evaluation Report. A hand dug pit evaluated by Leroy Jansky is located on the plot plan. Rod and transit elevations were obtained at pit locations, along a tentative design contour line, and over twenty foot grid intervals to allow the insertion of nominal 'h foot contour lines on the detailed plot plan. Methods (continued) Previous,E extensive work across the eighty acres of which this parcel is a part consisted of seventy-five soil pits. A general lack of A+4" conditions was noted at that time although occasional pits were constructed with 15-31" of suitable soils which included at least 4" of apparently non-seasonally saturated soils below the A horizon. The area described by this report is an area which appeared promising during the earlier-,work. Local Hydrology The major local hydrology input is from annual precipitation. This is estimated at from 29.57 inches2 to 31.5 inches.3 Surface runoff is an additional input most significantly during heavy, precipitation events. The proposed mound site and upslope land use is currently soy bean stubble. The upslope ground extends about 150 yards north of the proposed system. area and can be expected to adsorb significant volumes of precipitation during the growing season when most of the precipitation occurs: A runoff control drainage ditch can be constructed upslope to the east of the proposed system to d evi~rt any surface runoff from impacting the mound system performance. The natural slopes suggest such a diversion be from north to southeast. Dense glacial till beneath a shallow loess cap provides significant groundwater protection from possible surface contamination. Water outputs consist of surface runoff, soil infiltration, and evapotranspiration. Surface runoff will. generally be minimal unless frozen soil conditions or excessively heavy and prolonged precipitation occurs. Soil infiltration is described as "well drained" for typical Santiago series soils a This is reasonable for the well structured silt loam A-1 horizon; infiltration will slow through the A-2 and B horizons which are weakly structured silt foams and underlain by sandy loam which typically exhibits restrictive, massive structure. Slower infiltration is anticipated during. wet spring periods when the soils are closer to field capacity and slow to dry. The Henry Grote, Preliminary Soil Evaluation Reports, 5!12/99 and 8/14/00. Soil Survey of St. Croix County, Un'sted States Department of Agriculture, Soil Conservation Service, July 1987, p 139. (River Falls, WI data} ' Wisconsin Average Annual-Precipitation {1961-1990}, www.crh.noaa.govlmkx/datalwipcpn.gif ~ Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p. 52. 2 .. ._ __ ,.,_._ _ a ,t _. , S''~'~-~.,~ Local Hydrology (continued) . i underlying massive till unit will be significantly restrictive to vertical infiltration. Lateral movement of water through more permeable upper horizons will be somewhat facilitated by the 1.0 to 2.5 percent cxoss slopes. Heavy and prolonged precipitation - 2.5 inches in 24 hours; described as once in two years5 -will also slow infiltration as the more permeable A-1 horizon nears field capacity. Evapotranspiration will be a significant factor during the growing season. but of no value during the winter season Geomorphology Limestone bedrock underlies most of St. Croix County. Typically the limestone is sandwiched between layers of sandstone which is then overlaid with glacial till forming the principal soil parent material. Cary till, correlated with the third sub-stage of Wisconsin glaciation, is the parent till for Santiago and Freeon soils. The Cary till is overlain by a thin concurrent and/or post-glaciation loess cap. Soil Disturbance and Hydraulic Modification The proposed mound location is uniform topography. The A-1 horizari has moderate, granular structure; the A-2 and B horizons have weakly structured fine to medium, sub-angular blocky structure. No platy structures, either primary or secondary, were observed; some tillage mixing of the B horizon was observed into the A-2 horizon. Hydraulic conductivity of the solum can - d and should be -improved by deep chisel plowing to a depth of at least sixteen inches. Landscape Position The landscape position of the proposed mound site is on the southern slope near the highest point of the west end of a glacial ground moraine. The proposed location, along the 100.0 contout, is located on a Santiago and Freeon soils boundary in a classic "nose" landscape, convex s Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 140. 3 _. ___ _ _. rx.. -~~- . _, . Landscape Position (continued) orientation, The moraine rises to the east to a nominal elevation of 12 of 290`h St. approximately %4 of a mile east of the 100.0 conto 40 MSL, about % mile east of 1227 MSL. Small scale cross slopes at the proposed.mound si eluch is at a nominal elevation and southwest below the 100.0 contour. are 1.0% to 2.S% to the west The moraine slopes from the 100.0 contour about %4 mile to the southwest and south to 1200 MSL• S~'ounding land use on all si crop land. No structures are down-slope to interfere with lateral move des is agricultural to 2.S% slopes at the mound site will somewhat increase the h dra . ment of effluent. The 1.0% lateral movement of treated effluent. Upslope surface runoff an uhc gradient acid encourage by the construction of a drainage ditch east of and up-slope of the s ~e should - be minimized facilitate the construction of such a diversion to can surfa y m• The natural contours southeast to divert water around the south end of the mounds om from the north to the carry it to the south and ultimately into Woif Creek at a nominal a Where natural drainage will mile southwest of the proposed mound site. levation of 1204 MSL about 4 Soil Series The Soil Survey of St. Croix County maps the site soils as Santia o Se of Freeon Series Upslope to the north and east. Ma g rtes close to the boundary --"'` gnor Series soils are down-slope from the-. Santiago Series. These soils are respectively described as "well draine " well drained" (Freeon), and "somewhat poorly drained" d (Santiago), "moderately are in reasonable a (Magnor). Field observations of soil .pits gz'eement with this ma in PP g All three series are Alfisols and Fine-loamy mixed Family, subgroups.are Ty~c Glossoboralfs (Freeon and Santia Glossoboralfs (Magnor). go) and Aquic Field observations show redoximorphic features absent to depths of 10- representative of the proposed mound site. In three of these pits redoximo 1 fiches in four pits observed until the B horizon was encountered. The B horiz ~ is features were not system area were t icall co on redoximorphic features in the ~ y moron and distinct to prominent, occasionally few and faint. In one pit few,,distinct, redoximorphic features were observed in the lower o r roan of the~nzon at 4 Soil Series (continued) depths of 10-12 inches. These observations suggest historical sea sonal soil saturation. conditions below 10-12 inches. Periodic soil saturation is indicated below 10 inches by these observations. These observations are in reasonable agreement with those of Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist. The Jansky report indicates probable seasonal saturation below the A horizon at a depth of 11 inches. Data The soil and site evaluation report and data are similar to other sites which have received Department of Commerce approvals for A+0"mounds with a minimum of six inches of seasonally unsaturated soils in the upper A ~torizon. Examples include the Lisa Masenti ID #636612, Anthony Ludwig site, ID #634143, Jon Mentink site, ID #787909, Tim Ho e site, site, ID # 849265, and Karen & Keith Anderson site, ID #639788. lidorf Government Reports Leroy Jansky, PSS, Wisconsin Department of Commerce Wastewater ,:this site on October 27, 2003. The Jan ky report corms the possibil Sp o ~ahst, was present at a A+0" mound with certain conditions. These conditions are endorsed b this ree suitability-for an incorporated into the conclusions and recommendations. y port and Conclusions/Recommendations Seasonally saturated soil conditions do not occur in the upper 10 inches of the soil rofile a indicated by the absence of redoximorphic features. This conclusion is supported b both s report and the report of Leroy Jansky. The site is acceptable for a mound septic s stem w'this minimum of six inches of unsaturated soil for treatment and dispersal of treated wastewaterh a effluent as allowed by Comm 83.44(3}(b}1. The six inches of natural soil will all ow treated 5 f + ConclusionslRecommendatians (continued) effluent to be assimilated into the subsurface without ponding on the ground surface. Site preparation requires mowing and removal of as much vegetation as possible followed by d~eep~ chisel plowing to at least a 16 inch depth. A surface runoff diversion ditch shall be installed upslope of the mound site. This diversion ditch shall comm~ upslope from the north end of the mound system, be 18-24 inches in depth with a nominal slope to the southeast of 2% and extend at least ten feet beyond the northern and southeastern end slopes of the mound structure. The upslope toe of the mound shall be shaped with additional fi from the center such that a settled, nominal 2% surface gradient is established towards the ditch and southeast to further ensure surface runoff diversion around the mound structure. Mound construction requires 2. feet of ASTM C-33 sand lift immediately placed on the freshly plowed ground surface. Construction must take place under relatively dry conditions. This depth of sand creates an . effective sand filter and can be expected to produce a treated effluent with less than- 30 mg/L of both BODS and TSS and fecal coliform coiacentrations of <10,000 cfu/100mL. The rock cell in the mound structure shall be 4' by 120' for a linear loading rate f 3.75 allons per day per foot for a three bedroom residence. To ensure adequate system performance the recommended basal area loading shall be obtained beneath the sand toe port ~ the proposed mound system. The sand basal area loading must be a maximum o 0.2 to da ~ r the sand toe down-slo e, 14.75w the square foot which can be accomplished by extending P down-slope edge of the rock cell; adown-slope dirt toe width of 5' will give a total system basal - area loading rate of 0.19 gallons per day per square foot. The system management plan must provide adequate maintenance information to maximize the system longevity. Final authority for this site's approval rests with the appropriate regulatory authorities, the Wisconsin Department of Commerce and the St. Croix County Zoning Office. This report, conclusions and recommendations are the professional opinion of Henry F. Grote, CSTM 222774. b .~ r •.. ;R ~ 1926 Wisconsin Department of Commerce ®S EVALUAT{ON REPORT page ) of 3 Division of Safety and Buildings in acrwrdance with Comm 85, Wis. Adm. Code Certified Soil Testing County '~ Attach canplete site plan on paper not tess than 8'/= x 11 inches in size. Plan must St. Croix indude, tx>< not iimfted to: vertical and txuizontal reference point (BM), direction and Parcel I.D. percent scope, scale or dimemsions, north arrow, and location and distance to nearest road. ~ 10 acre CSM proposed Please print all information. Reviewed By Date Persaial a~famafion you provide may be used for Secondary Purposes (Privacy lavv, s. 15:04 (1) (m)). Property Owner Property Location Seidling, Bernard Govt. tot _. NE 1/4 NE 1.14 S 9 T 31 N R l5 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# Box 3006 Proposed City State Zip Code Phone Number City Vllage Town Nearest Road Eau Claire (Wf 54702 800-386-7969 Forest 290Th St. New Construction l1se: Residential / Number of bedrooms 3 Code derived design flow rate ~ 4~u uru Replacement Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4' x 120" rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill w/ county/state approval for inferpretive site de#ennination for A+0" site ' '' ~ '1 ~ Boring # ~ Boring 0 in licaton Rate Sod A ~~ . pp ~ Pit Ground Surface elev. 99.8 ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP 'Eff#1 DIfl° `Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. 5h. 1 0-7 1 bYR 3/3 - sil 2 m gr mvfr cs 1 m .5 .8 2 7-12 10YR 3/3 - sil 1 f-m sbk mvfr cs 1 m ..2 ~ .3 3 12-17 10YR 4/4 c'I(d~7.5YR 4/6 sil 1 m sbk mvfr gw 1f .2 _ .3 4 ~ 17-31 5YR 4/4 f2p 7.5YR 5/8,5!3 sl 1 m sbk mfr gs 1f .4 .li 5 31-41 5YR 4/4 f2d 7.5YR 518,5/3 sl 0 m mfr ,- - - .3 .5 1 i lacks A+4"; presumptive limit is 0"; common gy si coats on peds in horizon 3; some mix B horizon from 9-12" Boring # :~ Boring ~ Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 0 in. Sod Application Rate D th D i t C b tion dox Descri R Texture Stnrchrre Consistence Boundary .Roots GP D/lN Horizon ep in. nan r om o Munsetl e p Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-5 10YR 313 - sil 2 m gr ds gs 1 m .5 .8 2 ~ 5-11 10YR 313 - sil Y f-m sbk mvfr cs 1f .2 ~ .3 3 11-21 10YR 4/4 c .5YR 4/6 sil 1 m sbk mvfr cs 1f 2 .3 4 21-26 5YR 4/4 c2p 7.5YR 518,5/3 sl 1 m sbk mfr gs 1m .4 .6 5 26-32 5YR 414 f2d 7.5YR 5/8,5/3 sl 0 m mfr - - .3 ~ .5 lacks A+4"; presumptive limit is 0"; common gy si coo#s on peds in horizon'3 * Effluent #1 = BODS> 30 _< 220 mg/L and TSS >30 < 1 0 mg/L * Effluent #2 = BODS < 30 mg/L and TS5 < 30 mgr CST Name (Please Print) Signature: CST Number Henry F. Grote ~ 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, Wt 54751 10/1812003 715-233-0398 t P ro pert y Owner Seidling, Bernard ( ' ~ ~ 3 i Boring # Boring Pa rcel ID # ~ 10 acre CSM p roposed ~ - Page 2 • of 3 L-_._.J Pit Ground Surface elev. 100.0 ft. Depth to limiting facfor 0 i Horizon Depth Dominant Color Redox Des i ti n. ~ Applic ation Rate in. Mansell cr p on Texture Stnrcture Consistence Boundary Roots Qu. Sz. Cont Color Gr. Sz Sh p " 1 0-8 10YR /3 . . Eff#1 „r=ff#2 - sil 2 m gr ds gs 1m 5 g 2 8-10 10Y 313 - sil - 1 f sbk mvfr cs 1f 2 3 10-12 10Y 313 ~•SYR 4/6 . .3 I OYR 6/3 sil 1 m sbk mvfr cs 1 f 2 3 4 t2-2Q 10YR 4!4 c 7.5YR 5/8,513 sit 1 m sbk mvfr ' 5 j 20-36 5YR 4/4 f2p 7.5YR 5/8 5!3 sl` 1 m sbk ~ 1f .2 ,3 , mfr _ 4 6, lacks A+4"; presumptive limit is 0" ` Boring # ~ Boring . . Pit G round snrrnro er,... a „__.._ . .. .... _ ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/~ "' The Department of Commerce is an equal opportunity service provider and employer.2 Ifyo Dneed assrg'stance to access rvices or -need material in an alternate format, please contact the department at 608-266-31 S i or TTY 608-264-8777. SBD-8330 (R 07/00) _.,. Certified Soif~~~n9 t .:,: ,. C.<~-u,~-...... ~ .~ ~._.,. ~ ~ ~, e s .~ t+ ~~1 ~~ Pt,.., R3~ A„~,3 I - Si (, w 4a.S) ( / ~~d ~ L ~,a1 ~v~"/1 \ ~ ~ Jt9~~ !'1 ~ _ r~ ~ ~ 1 ~ ~~~ S~~ ~ \ ~ ~, ~ ` ~-~ i3~ \ `G R,g} ~- ~ ~ _ F ~\ ~~. _ ,~~ \\ ` j\\ }_ \, ~ ~e 13 M '' ~ ..~/-e ~.. ~-xe.a o ~ ~ ~ ~ ~ ~ ~ ~ Caw ev w U~.. `~ ~` ~~ ~~ ~ ~ a<<. ~,t, ~ ~ .~ ,nom --_ ~ ~ r 1 (` w L! ~ } `'~ 3 __ _ ., ,~~ _ __ ~ - ,_° 4'~~ r' a Pu ._.. ~., ... ..,_ p. ~R~V (S~ rtA.w sr+lp ) SAFETY AND BUIIDING3 DNISION Integrated Services Bureau 13 East Spruce Street ~SC~~Sj~ INSPECTION REPORT cniPpewa Fall, wi s4~2s www.commerce.sta#e.wi _us Department of Commerce frlsl ~2s-2saa Date of Inspection: October 27, 2003 Project Name: Seidling -Use: New Residential Legal Description: NE, NE, 9, 31, 15W Site Number: Subdivision: ~10 Acre Proposed CSM Municipality: Town of Forest County; S#. Croix Plan Transaction Number: _ Sanitary Permit Number: Wastewater Flow: 450 gpd Persons Present: H. Grote, K. Grabau Plumber Name and Address: Unknown Certified Soil Tester Name and Address: Henry F. Grote, CST 222774 E4366 353`d Ave Menomonie WI 54751 Owner Name and Address: Bernard Seidling PO Box 3006 Eau Claire WI 54702 An onsite soils verification was conduc#ed at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of'this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A .horizon and subsoil. In-situ soil texture, structure; and consistence favors-were also reviewed as they relate. to wastewater application rates. Other site conditions such as percent and direction of sbpe, landscape position, land surface contour length, and surface water hydrology may also , be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Atypical pedon description for this area follows: Recommendations for this site include the possible use of a mound system designed to overcome limitations of a high level of seasonal soft saturation and moderate permeability present in the subsoil. A soil saturation determination pursuant to Comm 85.60 could be completed by a CST. and reviewed by the department to certify that this site has at .least 6 inches of soil free of saturated conditions for seven or more consecutive days. . 00-03" 10YR 3/3 sil, 2mgr, mfr, cw. 03-11", 10YR 3/3 sil, 2msbk, mfr; as. 11-14" 10YR 514 sit, 2msbk, mfr, cw, w/ common 10YR 613 si coats on ped surfaces and f2f 10YR 5/6 rmfs. 14-17" 10YR 4/4 sil, 2msbk, mfr w/c2d 7.5YR 4/6 & 6/3 nnfs. .Should a mound design be pursu~2! for use at this site, the linear loading rate should not exceed 4.0 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. The longest dimension of the mound must be orientated along the contour. At least 30 inches of sand lift must be used when applying septic tank effluent to the distribution cell. The mound shall _be constructed to divert surface water around the mound structure as much as possible and the overall design should include an up slope drainage Swale to divert excess surtace water and intercept near surface water completely away from the mound site If the a are any questions regarding -this report, please contact me. L oy G. J sky, Was water Sp ialist 715!726-2544 Voice 157726-2549 Fax cc: [County ^ Plumber ®CST ^ Owner ^ Other _: ~ _ G'-rticSl-- _r ~. ~ i._ •.~ D7 t ,. ,_.,. ~...a P ,~~ ~ ~~ .,-_ ~_ - ~ ST. CROIX COUNTY, WISCOP ,.> Maximum =36.91 Lake Geneva Minimum = X8.80 Spooner ,fit, t=, t[apeta 3~ ~4nnual Precipitation ~99fi1-799iJ~ 1 . ~.. 30 . http://ww_w.crh.noaa.gov/mic~r/dafalwipcpn.gif u. 3/7!2004 ~: