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HomeMy WebLinkAbout026-1090-10-200 (2) PRIVATE SEWAGE SYSTEM a-•; - - - ~ .•e r ~ rrn. _L .nn I ~ St. CA DIY, INSPECTION REPORT wa -rrnr, )ac GENERAL INFORMATION A::I _p P, Rtvt ! i dS~ =nrsultal in'r,'t 31.or yJU F'uvelC n5y t „iCC tU' :..per-,P_5'y a Sivlc P'dr :I: Np: ? rF I4l1Yb::\ LdR, E...`. ~iG I I IMII r'lnnr GC?"f. \d,TC. /1 rt ".1'i "'La", TCU cwree 1 I T V I TOWN OF oZ(o - /e.4 is - ?ce 5- C!: r'.: Ir..:F BN =2v 3V acicnF:lcn / Vl> Alt y~ /1 c -ST- 1 .fiOaUlu~fiNrt: K:1r:iCrlda:: Nc TANK INFORMATION ~Y a • 3a • I ELEVATION DATA HI r. r _ _:etalr 'lln.. 7. Dn:: tman. /d/.~f /00 d~L "r av~ Rim Sevm- t In;" c. l 9 W9 I TANK SETBACK INFORMATION 3.93F7 7 S4 7 SQ x I Zy t;::rsin? Heaacdtdan ~ 'Ii,.alnC S.8 s.~ F ,!a °JMP-SIPHON INFORMATION !''i rrwt~cure - _ i ~rer•lar:y ~ S[ C:w.,. v~tv1 1 SOIL ABSOR- 7 ION SYSTEM 8EC1rCRCN..H Nc ; UVA=_NSICN_ I ~yC ° I°IT DIrdCNSICINS Nc f.' =i:: nsi0e C.:: u a - _rour_ I'>eC 5c T£40R -t1 RLD :^eL~l _,Y N'r AI'.1 _-4CHIN.3 Llan Paarrcr INS ORM4710N //j~rrr ) , ist_'- _~1/^~Jf 7ss /l 1 7 CH41a3tR OP. 61, /O UNI- 1.1E JP N.:TrtCC ✓ DISTRIBUTION SYSTEM rr JJ ? a SOIL COVER - / x ?resuuc Svsmms Only xx Mouni Or A• Craoe SSstoms Omy O ✓~--1~ ..dl mrz:r: ~ ICe..,L nc. COMMENTS: TOLL ie aooe ,I a {._wlr w...on: v: Win.. _t:. :rs []t_ior ri ` i -ocabow 1.', Nt BM'iesc%;)t10r a LI EN:m se'.vc: lenran _ C Lt~a.~.`~j amgrn' of ::Eve' ' -7 / / / a~ n 4Qt O 4 ~+~4 ~r►'IYQ~y Pear r=_ R1, aadl ❑ Ycs 2<1 C Use o•hw e' st tle 1 for aatlltY9rlal inf~rrna. f`(•~J 'Ei:-o • a^; Ga:c I'iexlo' I1 Dcext ~l_ ~_>.\l~~~p ..11 , (anal} Indust Services Division \l.call~ rI g y p1~ 1 1900 E Washington Ave . 1\a ilarv 1'el mil Nunlher IIO b. IJICJ m h} C'u.i \1 PS P Madison. l 31%711 Ga5 a r $ S 7.I11t~3CV Permit Application Alatc Transauhm Number In aeC01da11Ge s,rth Sl'S 1g; ?II'1, 11 i> - - Adm C udc..nhnu I nof 1111, f un t the :Ippmpnah, ovcrnntr ulal unn A is rcyulrcd pl fort ht'lin:nc a s uw u, pcrnnl N -0.'. Apph Ib n hgnu Inr qri wnul I'U11 I\ arc uhmnlcd to !!lr/~~~///~~~•~~~' _ Ib, U,p mmnn 15 Ict\ ;aid Irah -mnai C,nl w 1'cn. ual mlornlauun um pro,idc ma, h, uscJ ILr a<.oudar Pmlccl Addre.a Iif,hnerent than maihnc addrB3si ^nlluc in ae..rmc w' it h lhl I_twsl Ilil iinu, hats lk~ 13 46(ounnR aJA ' 1 Applicaliun Inform 1 ['lase Pnnt VI Infin matiun _ nr; c1A 1)wner's A;t •I; J Pared Alchclc Rcw¢ahlc 11 ust q26.1 h9p.l ll-?Ills I'r .perh (1wno1 + M1Puhm: aJdre>s rlalion I 16 C,aiw'H..ad 1 -0.. (iu4f 1i4 / C rts state ip Code Phone Sunlher - NV, SP. Section 0 : Vcw Richmond. iP I ty',role onci Type of ftwl(hn - - J I 0 \ R Is F_. or'L\ Pa R (check all that apply) I of a I or 2 Faiml, ~)w, ~l"p \Innl Jr Ud IkdruUllls - Suh Lv1. ion N:anc i]lul!Iiutnmin r,rd Ikz;lthe Use _ 1 Rloti:u _ _ _ 'tom' ❑ (n\ of State (hsmd - fkacnhc ac t \\t ~NnnJ•~r ❑ 1Jlagcol EL oi 7 18'35 © I ssn .Il Richmond I11. '1"yLof Permit. IChe_, 'ne A. Complete line ll if applical a ~ 1. ❑ New Ae r.:1~ ❑ Koplacemenl 5. tc 11 El 'reaunem fold,:: g :::nk Replacement Unl, ! ❑ llther'O ldificalion to I v¢line S,stem Icspl ❑ Pemut K.n,ssal L1 Permit I{evi.u'.n ❑ ('h:mgt oC ❑ Pemm Trmster to \'4', Llct ' eriou> Permit Nu her alyl g_ ~ Date Iscued spiwtion lwnhcr I3,t.rc F r'Uwucl Z~Z I ' Svstent'Cl)mponent:'Dcvice' (Check all that HrplN 1 Nun Pres,ulvc I in rhuund C Trawl vl.i ❑ Ab(aaia ❑ \Lumd > 24 in nl sunahlt soil ❑ Mound < 24 in. ul suuablc soil ~ I hnJiue :u,- Usher Dupolal Coanr~anall iceplaum ❑ 1'reheatm„u Del Ile (explain) Ulsturs31.1r rtwnt 1rea Information: - - 4, i n, fc t l II S it \ppli:;[iuu Dupcr.al Alga Rccwn•.: I I Ui-pus J:\ra I'r .acJ I1f1 Svslcnt I Ic, 1 ' fa H 1 c gpJal ( 9111) a 0 )4.6 ~Lnk Info ('upacit}'in --r- 1-1 I - 10131 1' v ~ ~ \I nu lclurcr n . v Ne, Im.s ~ J ,not (iallon5 1: u5 -10 1-1 I Tanks scpr rH IJn1_ lank Ill!10 iliU(1 I I b'IC.c1 [ , ,r.: ❑ ❑ ❑ -L Uosln- Chamber _ I _ ❑ r) - ❑ ❑ \ II Nt spunsihlhh' Statement- the undrl'siened. assume responxibilin for in,lall.Inon of the 1'()\% I S shown un the attached plan,. Plinnhu None 11 ma. k11'RII'Kti\um:. a nuGnas Phone \umbcr Schillir Il'luunhn ilx s 1r*Ad ,srtW 'I>-?hl1-0486 Jh~s Sha;l. ('n%. Stale, /ap(b dcl ~ 616 150" A%,- Somerset, Ai'I 94025 ~ ll ounwl))~tmenl 1 w Only _ 'i 11R I- sed . Pu.111'cc ~ D31 /Q~sunl Irsuin gins Snu mu lpf r(I R<ai:•u lirDminl IS~'/(~5 C IX. C ond~.~.'~,~~`~f f Disapproval /s~ (~f/ 1 r _ "per.-s. rnlpeh~t,nde5 1 'vt'nt,-e.. 6lQ '~..f$~C,.n.. .t►p ~ 1 1 _ I, e perw,3 psmarl!plan pr!o ndevv Vlw noes. J O!'~J~ vi 2 M ogft ll tigUw.^.ents mutt u- r..,.rN, u e : as Pw owi0flEls (4631: r(une). 1~ s"' Ge Vdch m mwph'Ir plots for Iln• ay,ICm anJ whmit n• the l'•nmy enh nn patnr not In. than R i 2 , I I inches in .irc tilt' 1 6 „v8 i RI !L I I I SYSTEM PLOT PLAN Desigr Plow- .toC cabrns+cav Project Name: Aichele septic system N 14 Attach. ocslgr flow ca.al:iaUOns V Pfojea Address, 1 ±ae Comp' .oab o0lntnercl3l DWIS'. v 9f•.11 Syrn"I A 131A Llevatior. 100.00' _ P.pv Materials AS-DA Standaic _ Scale 60, 30.1 Desel:pl,on Top Of ?"'PVC;TW _ Tnalec 364.30-3 S 7&4.JCib 0 fi0 90 120 91:2 Syrntm BM Elevation 93 90' -.STN. C2SSf. 71-1-771-- 3A!D!•sonphon Exinl'q)m:nRme c-r:er <'1i.;.<.•.., A~ ~d CC+'C~ _ Siooe Gradient n! Testee Area- LZZ Wall Symbol iii apphc Nct Notas. Note= - - - - i r i iWell /Garage; Driveway o /Bedroom' House _ \ Cine ~ Y,'\BM2 r Wieser WLP1000-MR -----11~ ;r? 63 septic tank w'POLYLOK 52 effluent filter 1 L,' 8%Slope existing system to IB11R be abandoned as I It per code ~ Ti 3'x90' EZ Flow trench E!. =94.65 T2 3'x90' EZ Flow trench El. = 94.65' (1 Td i Swamp A I jBM1'i 94 96 98 100 Co O~ as See CSM for complete parcel Page__ _ CONVENTIONAL COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Aichele 3 Bedroom Replacement Septic: System Owners Name: Aichele Revocable Trust Owner's Address 1346 Cty Rd A New Richmond, WI 5017 Legal Description: NW1/4, SE1/4, S30, T30N R18W Township Richmond County: St. Croix Subdivision Name: N/A Lot Number: 1 Block Number Parcel I.D. Number 026-1090-10-200 Plan Transaction No. Page 1 Index and title Page 2 Plot Plan Page 3 Septic Tank Specifications Page 4 Effluent Filter Information Page 5 System Sizing & Cross Section Page 6 EZ Flow Information Page 7 Management and contingency plan Page 8 Septic Tank Maintenance Agreement Page 9 Warranty Deed Page 10 CSM or Plat Attachment 1 Soil Evaluation Report Designer: John Schmitt Licnese Number: MPRS 223760 Date: 418/2016 Phone Number: 715-760-0486 /~q ~:11Lt signature, In-Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P IN. 01/01) Page 1 SYSTEM PLOT PLAN Project Name: Aichele septic system Design Few. 45b3ailonSday Attach design flow calculations for Project Address* 13411 Co,mty 140:0 % commercial plans. B1v11 Symbol & AM Flevatiorc 100.00' Pipe Malone '3 t ASTNI Standard Scale: 1" = 60' Bhl Description: l np nl 2* PVG P oe Tables 384 30-3 & 384.30-5 0 60 00 120 BM2 Symbol A Brd Elevation. g5 JO L4 4d,;, =.STM C2rr5 BMDescription: F~~sl.r3-snbGei.o'oe' PVC At<f M IB 0,4 Slope Grad~enl of Tested Area. :B`-T 1( 1S' Well Symbol (if applicable) Notes Nor" Well Garage 3 Bedroo Driveway A'bp e House BM2 - Wieser WLP1000-MR I B3 II septic tank w/POLYLOK 52 ~ effluent filter 1 l 8%Slope xisting system to IB1 be abandoned as per code I ll T1 3'x90' EZ Flow trench El. = 94.65' ~ T2 3'x90' EZ Flow trench El. = 94.65' Swamp i T I IBM11 I I I l li 94 96 98 100 OIL CO ~ as See CSM for complete parcel Pagp 2 NI-;WIdVA :j lid ~•.`(f~~ ~i a~:~~-~sod ~~va o~oeico'~'ao osc~s u~ae,ca •a rn•irv al nmu -n :,li;a~ h 313d0000 Y3S3Im w h-O Oud3s w \ w dav, u❑ Nxv>_•a 21OOldlhl ~ I LLj J U H Q O J 7 L m O K J w O N 0. w W = CL z° z a m V) Vl CL Oo 00 ~2 O o N w a m z U, W~ J i w C, J to a °a O o C7 m o O U U 0~ 2w Q~ Opp O:iQ z .n a wr h J H O LL> M J m q f m a °w°- v Q. r`::> zo 3 LL o Q w o ow aa" U aK p m0 ~ww U 0^ 7 \ Zvv U ° 'c O Li oom Nam Qa co wow JF N" Y O U -Uoa<M' w F mwtn . aU ° ao mwo Q a ~LLJ NW rya0 waQ wOQ N Wa w0 Zx N~ yy~ H Q Y I Z0 \O°iOJ><D FJJ U FZO O J= U Z ~N N~ a0 ti2 mZ J1- OQw pZ~ U Z VU U ZHJ VI w0 pW ~O Gi O ==.-=3 _om UY 0w a- qwQ w mF o °O zov~ wzoO Z. Q ZOO U OOU O aw ~2 NK Y OQO Oa w wgaac~ Q3.. Z Z3m ummJ ~m Zi a ?OQ ? U WW Ow Q _m w J O O Q Z O ° ? ? J = O Z > J OUF U , w rn V Z df ° W ; Q ~ a w ~ o _ a w - _ rc w 3 N II r P > S o I ~ r .,94 w w I I _ X S•' W = I ~ H ~ :V W W ~ J Z_ _ V „Lb D z z a a Ut Y Z Q H Page 3 ocanms.n VrKaar. Dwna4e Zabel' Lr 4.Rr,w1nft0& ti AD6ispq or=,ylrk loo. I 7 he PI.-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 7;25 linear feet of 1,/16" fiIt alion slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filler. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent wont leave the tank. Ir16" fr-- :1larm tiwilch Rated for 10,1I110 CPD (gallons per day). 1 a 525 linear feet of 1 f'16' filtration. r000 GPD) (Optional) ~0 Accepts 4" and K' SCHD 90 t Ac pt, l.• I,VC. P pe. Extension I land to Built in gas deflector - ti Automatic shut-o[f ball when filter is removed. ' Alarm accessibility y Rated for fl 10.000 GPD Accepts PVC extension handle. Ideal for residential and commercial waste Rows up to 525 Linear Fr 111,000 gallons per day (GPll). t f "t l ~lh•. - Pdtre ors tiloC: I. Locale the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe If tic _ iu ;i, pi-vr the filter is not centered under the access opening use a Polylok Extend & I ok or piece of pipe to center filter. 4. Insert the PI -525 filter into its housing. 5. Replace and secure the septic lank cover. eururred NSF/ANSI Standard 46 - .AI",:, r-1.t.. Me PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiting cleaning. It is recommended that the filter he cleaned evert lime the lank is pumped, or at least everv three ears. If the installed filler contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing shotdd be done by a certified G Ga. oollrrn,r septic tank pumper or installer. AUt,,M,li~ 1. Locale the outlet of the septic tank. shut-rr{f 0:d I 2. Remove tank- cover and pump tank if necessary. Do not use plumbing when filter is removed. 4. Pull P1.525 cartridge out of the housing. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filler cartridge back into the housing making J sure the filter is properly aligned and completely inserted. I'o:ylok, Zabel t Oesr fillers accept Easily install Replace and secure septic tank coyer, the Smarthller* switch and alarm, into existing looks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, Cr 06-192 "lull Free: 57T765.9W Pax: 2113.254.8514 wvkvk I t 1. ok.com Page 4 S abed V~ J _ o~ rte! ~ o a ' ~ f9 z a E F _ r O y ~ t C7 rb O L €m a r co _ R I~ LEI a N N a s x' € a (n u, ,p ~.LZ V J V Q m U y C W a _ a c' y ~ bE IM Q O I F~~ II IN a W ~ Z I > II [ u it _ W Z r ° d Q _L11 a h c_n O Q' co Of LjJ O N F F- CO c I a W s w LN v Utz E 8 II o E o $ s ii II c ❑ W d_ U) a o R a }Cn n c 4m'w ~I I d y m u ° I I ~ a I o I o U1 N ~I e H I---~--- I I r x c ,J 00~ I _ I I~I O O I , 0 I I aII O I Nl ~ 1 C d y II X M co m r_... m' ~~o I > > u ? 2 'e Z LO u ❑ W ~I ° c m a I I Lo D NO I \0?I o o `r I I w w a ly L c ~ ° Q p I I C a 1 = In N - - U C I c.) Ca, Z I 1- w T n I II I Z m y c c W ~a v c Y I I ~ ~ ~ n mg n~~~ II I ~ r. n d caL U. II ~ Lu r a o ri 2 I I J W (1) Z f w ii ~I rn oI F- > 20 _j ZU) I~ I I + aaZ J1 C) -i } F- Installation Instructions for 44EZflo w- EZf0n,Systems in Wisconsin Ey IRFIITgATOR 1"disconsin CV.partmort of Commerce, Safely arid Bucking: 5. The Ahso'ption arras 1, F ncces.ary for a giver. site ,hall Division, has reviewed .he specifications andioi plans far Ihi s : be sized basec on maxmum daily sewage [low (GPD) and product and dctermned it to oe in compliance with chapters the Permeability for the site. If certain criteria is met, the ':cri 82 t,rough 84, Wisconsin Admin. Code, and Chap:e•s: F[, SA sizing can be used it W sconsin, resulting in a 40% 145 and 150; Wsconsir•, Stalwes. All sites rrus, meet the Si-., ,maller drainfield. & Soil Cordilions & I..oi ons & Isolaton distances zs noted in local regulations. 5. ?,acc iFZflow bundles', in the F7flow, ccnfigura:ion ap- proved by system design 1.1 specified for the parlicu- -Fe approved prcd-cis are -203H (3-12' bundles with pipe i•i lar site. The tou or certei-most bundles containing pipe cente, bundle,n 5' or 10 terrains) and 1203HP (3-12' bundles are joined end to end with an internal pipe coupler. Any ,vith pipe ;n each bundle in 5' or 10' lengths. addilional aggregate only bundles that may be required, should be bu tcd against the other aggregate-only bun- A single pipe bundle contai-s a four inch perforaled pipe sur- - dies and do not require any type of connection. rounded by FPS aggregate and is held together wth poly- entyfere rwtin3. A single aggregate bundle contains aggregate 7. The top of each CFO -flinder contains a filter fabric pre- r-I, and i; n,1d together th nol"ethyle•ie nelling. manufactured in between the netting and aggregate. The fabric is inserted to prevent set intrusion. The installer Materials and Equipment Needed shall make sure the the GEO is positioned upward and is • E41rtr'?undler, in contact with the fabric contained in the adjacent cyiin- • F7tlova Geo;cxli;s _du' der before backfilling. • F711ovv In;c•ral Pipe Couplers • hire for Heacei and Inlet 8. The CZfiow Drainfiold Systems should be installed in a • 3ack-oc Excavator level trend) in all directions (both across and along the Irenrh bo:tom) and should follow the contour of the ground Installation Instructions surface elevation (uni[Orrn ceplh), with all continuous the insht:cbons [or installatior o` F7flow product_< are given ad pining 10-foot cylindrical bundles placed end to end, oelaa. This f;Tncuct must be installed in accordance vith state wi;n central bundle dsiributlon pipe inle,conr.ected, '"les defined in chap-,,.:r, Comm 82 lhrojyF 84, Wrxcns n Ad- v:rrou; any dams, stepcowns or other water :tops. rn nistrat,u Cude, and Chapters 145 and 160, Wisconsin Slat- -tes, as well as the local health department's current design 9. fhe trench top shall be g•adec such that water wll not manual. pcoc. 3ackfill should be seeded or soddec mmediately after completion to reduce erosion. 1. After the local health cepartment has determined sizing, corfig„ raton. and layout for the Ullow systems, stake 'C. _Zflon• EPS bundles are flexible and can n: in curved or mark with paint the location of trenches and lines. Be trenches as may be necessary to avoid trees, uoulcers. or careful to set co^ect ;ark, invert pipe. header lire or dis- other obstacles. tribution box and :rercn hottom elevations before inslal- halion of pipe bundles. ' 1. FPS aggregate is lighter than water, therefore, d might be expected :hat natural buoyancy forces would lend to 2. Her-ove olastic EZflovv snipping bays o'lor :o p acira ra sc FZflow assemblies to float out of ground vmcn buoeles it the trench( es). Remove any plastic bags in Ease pondina occurs. Field experience nas shown, however. trench before sys:em is covered. 7rat this is not a problem when systems have a minimum A 6' of soil cover as recer,mendcc bw manufacturcc 3. This product must have geotextile fabric that c,eet• re- quirements of s. Comm 84.30 (6) (g). Ws. Adm. Ccde, installed directly on top of the o oduc: and extend nq 1 Q03H-GEO clover along the sides of the product to a point at least s x inches from the bottom of predcd. Sarin IJ.+Irn.al 4. When installed in a trench, the trench should be dug tc a width of 36 irehe-. )i. rc: c.nL saves lahor n exrava - ( Y U r bon, but also provide.; Netter Ic ad-hr:ari a-a~it, after backfilling is co•nple'e. Page6 In-ground Gravity Management Plan IMPORTANT: The owner of this in-ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code, Pursuant to SPS 383.52 (2), Wisc Admin. Code, this system shall be considered a human health hazard if riot maintained in accordance with this approved management plan Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3i. Wisc. Admin. Code Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BOD5 220 mgL'; TSS :5 150 nri FOG 30 mgL' Inspection Checklist INSPECT EVERY 3 YEARS type of use age of system nuisance factors (i_c. odors. user complaints etc.) mechanical malfunction (i e , pumps, valves, switches, floats, etc ) material fatigue (i e , leaks, breaks, corrosion, etc ) solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i e , distribution 1 drop boxes) neglect or improper use (i e . exceeding design capacities, prohibited activities. etc ) extent of ponding in distribution cell prior to dosing dosing irregularities - if applicable (te . pump re-cycling, float switch settings, etc.) electrical components - if applicable (i.e., winng, connections, switches. controls, timers alarms, etc ) distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s- 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or as required by !oca! crdirance. Disposal of contents shalt be pursuant to NR 113 W:sc Admin. Code Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications A servicing period will always be greater than 12 months System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company John Schmitt Phone 715-760-0486 Local government unit: St.Croix County Community Developmer Phone 715-386-4680 Local government unit address: 1101 Carmichael Rd.. Hudson ZIP 54016 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc Admin Code- Repair or replacement of failed or malfunctioning components shall comply with SPS 383 Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc Admin Code Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils System Abandonment If use of this POWTS is discontinued- it shall be abandoned in accordance with SPS 383.33. Wisc. Admin Code Page 7 ST. CROIX COCNTI SFP'I'IC TANK IMAINI'FNANCF. AGRFUMENT AND OWNERSHIP CERTIFICATION FORA O,v11ct.,l;n`,e1. Aichele Revocable Trust Mailing Address 1346 County Road A Property Address 1346 County Road A Veriticaf ou rcquh'ed Imnt Pkinning h Zoning Department fur new construction 1 CitvrStale New Richmond Parcel Identification Number 02671090-10-200 LEGAL DESCRIPTION Property Location NW , i SE 1'4 tic. 30 . T 30 N R 18 W. 1 own of Richmond - 1 Subdivision Plat: I of 7, Certified Survey Nlap # Volume Page 4 Warranty Decd 0 (before 2007)Volutne . Page :r Spcc house ❑y"Olo Lot Iares iccnr.ifiab;e q:es❑no SYSTEM MAINTENANCE AND OWNER CE RTJ IA CATION Improper use and mnintenancc of your .epoc systcet come. result it its prcriamre folurc o' h.ordlc .vustes. Ih ~~pct maintenance consists of pmnpmr out the septic mnk every three gars or sooner. if necocd, by a hecnsed pumper. What you Put Into the system can affect the function of the septic tank a, a treatncn: stage in the Haste disposal zy,itcrn. Owner maintenance ra,punsibilitics are specified in ASPS. 216 i2 It and ht ('hap(cr 12 St. l oix County Sanitary Urdinanee. I he property owner agrees to submit to St. Croix C'oanty P:annimt 1C Zoning Department a certification loan, signed by the owner and fry a master plumber. lountcynuan plumber. restricted plurtiner or a licensed pumper verifying that t I ) the on-site wastewater disposal system is in proper operating condition an&or (21 after inspection and pumping (if necessary), the septic tank is less than 1:3 lull of shod-e. Ilwe. the undersigned bavc read the above rcyuircmenta and agree to maintain the pr:v:re sewage disposat system with the ,tandards set firth, herein. as set by the Department of Safety And Professional Services and the Depatmcnt of Natural Resources. S:atc of Wisconsin. Certification stating that your septic system ha., hewn maintained nnnt he co-upletc•d and returned to the S'. Croix l'omtty Planning & Zoning Department within 30 days of :he three year expitudon date. I, we certih that all statement, on 0 s lirm are tnn. to the best of Inc our knowledge. I '.vc anv'are the owner) s 1 of the property des-t ibed above. by time of a w•a 'anty deed recorded in Rep"icr oi* Deeds Ut ice. Number of bedrooms 3 n S (11 : IRE 01' APPLICANT(S) DATE `"Any inim'ntauon that is mtsrepresentcd Ina)' restdt in the sanitary permit being revoked by the Planning k. Zoning Deparuncnt • Include with Ellis applicat,n a recorded •wurmnn deco Crom t is Kec.aer of Dcedi Utticc and a cony of the eerulicd stir, cv map :1 reference is made in rite %%aitn a% dccd- (14FA. (1412) Page 8 ?8 a - [L'gVALUATI0N REPORT #1939 Y - I; m accordance wilb jomn 5, Wis. Adm. Code Page 1 of 4 : ProfessiQrml I'vlces t. - I p 9(nl 8y 1~ _ - ± Schmitt Soil Testing, Inc Attach complete site plan oh paper nblPl6 s4 l I inch8s in sizo us U County include, but not limited to. vertical and horizontal reference po t {B - k St. Croix Percent slope, scale or dimensions. north arrow. and location nd distance to nearest road. Parcel I P/easepr/nralht1't 02 0 -1_0-2.00 Perwnal mformaLOn you provWe may De used !or secontla r Rev By Date ry pu (roses (Privacy I.aw, s. 15.04 (1) (m)). L Property Owner J Property Location Aichele Revocable Trust Govt. Lot NW /4, SE1/4, 530. T30N, R18W Property Owners Mailing Address - - Lot # Block # Subd ame or CSM# 1346 Cty Rd A 1 1895-GSM 07-1895 026-87 City Slate Zip Code Phone Number City Village Town Nearest Road Nw Richmond WI 54017 715-246-2352 Richmond Cl Rd A New Construction Use Residential / Number of bedrooms _ 3 Code derived design flow rate _ 450 GPD Replacement Public or commercial - Describe _ Parent material Outwash (Sattre Silt Loam) Flood plain elevation. if applicable NA 0 General comments Replacement area is suitable fora conventional system with a 0.5 gpdrsgft rate- Possibee system e;evation is 94.65'. Slope is 8% and recommendations. ❑ Boring # Boring Pit Ground surface elev. 98.05 _ R Depth to limiting factor 861 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistencel Boundary Roots GPDr@° in. Munsell Ou Sz. Conn Color Gr Sz. Sh -Er,* 'En#2 1 0-11 10yr3/3 none sl I 2fsbk mvfr as 2f,lvf 0.6 1.0 2 11-25 10yr4/4 none sd 2msbk mfr I gw 2m,2f 0.4 I 0.6 3 25-34 7.5yr4/6 none Is lcsbk 1 mfr gw lvf 0.7 I 1.6 - 4 34-86 10y r6/4 I none s I Osg ml i 0.7 1.6 I F Boring # Boring Pit Ground surface elev. 97.55 ft. Depth to limiting factor 80 in. Soil Application Rate! Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots G_PDrN' in. Munsell pu- Sz. Cont- Color Gr. Sz. Sh. •Efr#1 •Etr#2 0-10 10yr3/3 vfr g as w 2 2fmlvf - - - - 0.6 1.0 2 10-18 10 5/3 crone scf 2msbk m,,1vf 0.4 i 0.6 3 18-24 10yr4/6 none sl 2msbk mfr gw lvf 0.6 1.0 4 124 31 I 7.SyrS/6 none Is I Osg ml I cs 0.7 1.6 5 31-80 I I 10yr6/4 none fs Osg ml cs I 0.5 1.0 - - - - - I 7.5yr5/6 I c2d 7.5yr6/8 s - I Osg ml 0.7 1.6 6 1 80-92 - - ~ •45 - { I Effluent #1 = SODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signalure CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. / Dale Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 628/2018 715-760-1978 4)D S, 1 (n,. nl Property Owner Aichele Revocable Trust _ Parcel ID # 026-1090-10-200 Page 2 of 4 Boling # Boring _ PR Ground surface elev. 97.15 ft Depth to limiting factor 76 _ m. Soil Application Rate Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPD_W in. Munsell Ou. Sz Cont. Color Gr Sz Sh. •Eff#r 'Eff#2 1 0-9 r I I 2msbk mt~ as gw 2fm ,1 vf lvf 0.6 0.6 0.8 - - - - - I 2 9-3 SO r5/3 - none sit 0.8 3 23-28 10yr4/4 none scl 2msbk mfr f gw 1vf 0.4 0.6 4 28-3S 7.Syr5/6 none grls Osg ml gw 0.7 1.6 5 35-76 1Dyr6/4 I none fs 0S9 ml cs 0.5 1.0 1 _ - 6 76-881 7.5yr4/6 ! c2d 7.5yr6/8 s Osg ml 0.7 1.6 4 Boling Boring # Pit Ground surface elev. 7"94. 5 ft. Depth to limiting factor 30 in. - - - Soil Apphcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/f' in Munsell Ou. Sz. Cont. Color Gr. Sz. Sh f 'Etf#t •EffN2 1 0-11 10yr3/3 none sl 2fsbk mvfr as 2f,1vf ! 0.6 1.0 2 I1-23 i 10yr513 none sl 3msbk rnvfr gw 2f,2vf i 0.6 1.0 - - - - 3 23-30 7.5yr4/6 none i scl 2msbk I mfr gw Lvf 0.4 0.6 4 30--46 7 - - m2A 7.5yr6/8-- - - .5 Vr4 ~.4 7.5yr5/2 gds Osd rnl gw 0.7 1.6 5 46-60 7.Syr4/4 m2d 7.5yr6/t1 s 7.5yr5/3 - I OS9 ml ._t.0 7 1.6 I - ❑ Boling # Boring - Pit _ Ground surface elev ft Depth to limiting factor in. (Soil Application Rato hionzon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots G_ PDtrt' in. Munsell Do Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Efr#2 - I 44I Effluent #1 - em - 30 < 220 mg-1 and TSS >30 150 mg.fL ' Effluent #2 = BOD, < 30 mg+L and TSS 30 mg'L I'he Department of Commerce is au equal oppununil)' service pros ider and employer, II'%ou nerd a.,,,kiance lo;I000>S sen ice, ~,r need romcrial man alternarr R rniat pleaw cnn[acl for drparom'-w ;n 60y '6h- ',I ~ I or II Y h113-^h I-R"7 :hi,ntt xd r~ i~.. Page 3 of 4 e'unducted hy: Conducted For: Schmitt & Sons Excavating, Inc- Name. Aichele Revocable Trust Thomas J. Schmitt, CST 227429 Address: 1346 C'ty Rd .A 586 Valley View Trail City, State, Zip. New Richmond, WI 54017 Somerset, W 154025 Phone: 715,769-1978 PID 026-10911-10-200 S'g.at'r Lot No. 1 1895- ,Z~ ~a C'SI11 07-1835 026-87 Legal Description: NW1;4 SF.114 S30 T30N R18W ■ Backhoe Pit Township, County: Richmond, St. Cruix County A Bench Mark 1 El. 100.00' Top of 2" PVC pipe D Bench Mark 2 El. 96.90' top of existing septic tank manhole cover Slope= 8% Scal 1"= 60' NOTE: I F ro full view of Lot see Aerial Photo (Page 4 of 4) cS OS-1 O V u/e.LLb~ 6\ N~~4 No4SE 139 C, a 0 r i~J'ffz~xiM44e r 1 <o~viio v .2ts' P14.oPose 1) ag 1 3' ~r yJ' jk6NcNe-S h'~ A2S14 s~ << asp - 4 1 1 1 O ~ t ice'. lam. rE. ~n,. S Al KAI L 11.. 1 e tit d r•G~ k t: 13 -W4 1. 7-1 Y + ~ j, ~1 tip ~ .vim ~ .-a - r o 3. A 5 -T1^ " 1 fi