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002-1001-70-000
PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT •'°T•'"•'=l""IVr GENERAL INFORMATION AI IACII 1:: FFHM r 605099 !:.,•a.•.,-I,vr. T ) (•ci'. .'i lr IN. r'J.ICV M. I. hq hl•C lo: s -,I Iri r-,r-I.511'r o. lw.: 1'.96:• 3125906 IM1 nl Il.:.. l" < VO" l' (-n1Y r v iq- - i.\0,p VJ•"J.i IY. N'J Barriault Farm [.LC TOWN OF BALDWIN 002-1001-70-000 31 UAI Ue'. rep 9;' r e: I:LI Uri, phr" Suc:w na avr: v, nyc"u: Nc 4 GS T 01.29.16.16 TANK INFORMATION ELEVATION DATA TYPC MAN.J=A'I.JRFH 5 CAPACITY S-ATION DS HI FS ELC`! S.O /O$ /00 srPllr w~ /000 Ge•r.rinini+ 7. 7q 167.7 ~)Qil:l~ C.a ~-f' y Apt. B•., .~,,i~ low ~ti.,_ 5.9 , o: • t POL~ 75 Nu; Se.ve /D.51 ~'ro -In, J seH•. Iola, LZ. 7G . 7g TANK SETBACK INFORMATION .,t.le ol. et \ ANK -C c P:~_ HI I NJ y(.- . f.l r talc ROAC Di I91r! F\ -i..l>L-'. /L-Cl( /d ig Z-4 Acltfxn DS. P1r 2.4 /d 5.` act Spslcl-l r:lixl / ( I ~i PUMPISIPHON INFORMATION /Q L. (p Z~ P.13nU3Clt' r: i ~ Jel•;li'c it Covel / 1 N17a0 Nun-N.:r EP 3f t,J ~ aw~al.r. `1.G8 163. TCH Lift Fii[;IICI L(~.,a : aor: I II:..d I UH~ z 7- b-7 ILa I,"1'Bi-I u'l'/~J 1.1 ~ :)A ( ',l i-t•Jr _ y !Z SOIL ABSORPTION SYSTEM N, ePIT DIMENSIONS Nc n' ULWINFNCH •ISYSTEM DIMENSIONS C(Jl 7S e SFTn ACK (P'1- ti_UG I I tLAKI :3I HIA'A LLACHIVG It.1 I i INFUNMATION U Z7s 1 /7 ! /Jl~' UNIT . DISTRIBUTII.I"`Ji73.,~7 Inh. t>1,n' 5 late Z . 3 4A,1 SOIL COVER x Prossuro Systems only xx Mound Or AI-Grade Systems Only S)cizl rrhl.,:b•:: nt:lr T: och=lges >f;: ' r1 COMMENTS: IWO,& ware !.<.mprlciCS pciso'i lrsr vrr e•:: Ir ~;:cr.'ml 4t Y/jZ / I'IS^Peugl ni Location: 1122::lY HC C ~I 6JeA- tzoo,;ir~ L. A I BM Dcvc•Ipho"r - L-oJ. 5 -7 ~1 11 2:R'agse++e-engtn- Z5! 101a...~ UI~, we.W- Use tot,, sK HHi: dds, YM VN^ c.( 2-4 ~U O Use olne sMe to, adnpra III.rT.l;1-rrlll. V 4 0 1YA 9,]` ~,2L; L I o:P , 1) 1. 4 r., . ~j2 t t.x need's ~o ~o~ pl., e~ ~n 57 e f, rn- de_FtAe Jt" M61~' t rc~ . 1 1 1 'e, - N Safety and Buildings Division St.Croix rip; 0 ~s` JUL 27 2018 201 W Washington Ave P.O. Box 7162 tidnndr~ Pcrmu Nwnr hn h IiI1cJ m b~ CoJ . ~\EP I't Madison. WI 53707-7162 -r - ( G.oc rranvaum Nundv( Sanitar} Pemilt /Application nco, In aa, rduna' , nl 11 ti i\ ll 1 N'I]. 4dn C d, .uhnn I n -I Ihl. larm f II r q pn r ,n emfrmncnlal ona 3125906 IS rcymnd pt o? loohm my xcmnalc pennn. Note.:\pplgall,Ivms Aix-Wk. o„IrJ lkl\s -"arcsuhmnlCJ to I'ro)cc1,lJ.hc.+IJ'Jdlircnl thm nmlhng addressl the Ikpivow, ni o and Rutessioad Servlc. I'crzonal udunualinn ,uu pws,dc mop t><• uvcJ Aix scnroJarP pugxmsunL.~.n.Ll.z; odh the l'm a:) Loo s I~Od(Ilpnl. Slats _ 1122 Co.Rd. D 1. Application information - Meow Print All Information _ f rx pClh I lwncr . Name I arrel a Barriault Farm 002-1001-70-000 Irul•a•ny 0,ne,, IadmPAddtcss - 1'IOpCM Location 220 Golf Drive ( IIp. 7I:1tc /Ip l'lalc Phone NumM•I SE SE ~ermin 1 ncle ouc l Clear Lake Wi. 54005 I 29 N. K I nr H. 7}pe of Building (check all that apph) lot # tiul X I or?_ I-am,lc Il,wllu,r Numlrl of ncdroomc n 3 xlrv own Name Block u _ ~ I Public. ('ununcrnal IXx nh ll.a ~s~" ❑ (lrv oI ('"\I Numty, f1 v,naecol' ❑ Sidle Owrad IkxvlK' l ix a<I Ii,sen of Baldwin 111. 7")pe of Permit: (Check rmh one box on line A. olnptele line B if applicable) - ❑ N,, "..mrn Q Ksplalergem svnlcm I t Replacement tMk ❑ Uttar hi,x116cau-n to ISxuting "}'stem (explain) ❑ 'I vcmtlenl. l lhhn• 1 v::k -y_ N ❑ perm I K n „al n Pcrn,u K. i n 11 r hangc till 1111umha I ❑ P<nnn 1'mn.fCr h• Ne„ I isl Fire, mus Psmit N mtlber and itme 1,,ad ' BCtlxe 1 splr III U n I 1\ 'I')pe of PUN I'1 S1 slemiComponsnUDea ice. (Check all that apply) h ❑ N,m-Prcs,a,wed 1. (i"".nd n p:cs~nz d In (•r.+Im,l ❑ At-Gmdc M.+ J - 4 in. ofv nahla ..+il ❑ \Imml Iv' of ...I'Wc .-I Iloldinc'lank ❑ l nhc Dhpcu.J 1."am(aaxnl (,N L in) ❑ Preue:nmenl I)C,'ICC (espl:un) v. Dis ersallrreatment urea lnformatillw _ SvsiCm blcvmnm i lr.,en 1'1", (e(x1) Ucci£n " ;I :\pplicao , Kate(ce ll Diymn.1 Area Kcym UupCn:J :bca P +sed (41 450 1 0,[y 450 7 453y 104.85 \l. Tank Info I t•Ialy in I:J r of Matmtacaucr ak.na u,n. I uI,;I, of lok 525 t 3 1:x Wks... liamug T.mk. 3 u A z s r, x 1z 6 s .rpor,.lhaam, Im,k 1000 1000 Wieser x inlay. rhamh, 600 _ 600 _ Combo _ x- - - \ il. Responsibdit)' Statement- 1, the undersigned, asumr recpnn. Ibilils f i tallnti n r P]IN IS chew. nn the attached phlns. NM~Number It .nlc.1 l'hnx NumhCr Plumber's Nam IV,) Plundw ~I rn M Keith Knudtson , 648443 651-470-1737 P'lumber's AdJlc.+l S:rect (-❑v-el.Im. /ipt~~dvl - 927 150th Street Roberts Wi. 54023 1,111. Count l)e artmcnt l se Unts hire I/I i1 1 F/e Unlc Iswd Issumr A • nl 1Igaa '~hpn,.,dL )++p_ / V it f~ ` - I, :awr..r-Ret..,n her nLd 17 ^~----AIA IS. Conditions of \ppruxal/Reasons for Disapproval 3\ / ~ '~t~\s,. S~Gx - 0.1o1ott'ss SYSTEM OWNER: J l O~Ot o`re' l ee 1. Septic tank, effluent filter and fs9i{t b•Xn1.5 Pttnr,~;}~ dispersal ce'.I must be serviced 1 maintained as per management plan rrovidcd by plumber. _ 2 All setback requiremeMS must bc: m,liltah)-~rl _ " _ as peraOPI..cableGr.<it?lMMhtrmrJh~'-r1°~^°^.h. +omend.ubmillulivr'amayonlyonpupe,.n.1; han817.11lnrhexi°:i°c S'I. CROIX C'OLNFI S,H' I K I \NK MAIN I LNANCL AGREEA'IENT AND (14bNERSHIPCF:R1lFIC4TION FORM Barriault Farm LLC NI.tilin Address 220 Golf Drive Clear Lake Wi. I'rt,perty Address 1122 Co Rd. D (erification reynired from planning & Zoning Department for new consrrnction ( iry State Baldwin WI. Parcel Identification Number 002-1001-70-000 LEGAL DESCRIP'LION I'rctpcrty Location SE . SE ,a . sec. 1 T29 N K16 W, Town of. Baldwin , Subdivision Plat: Lot N Certified Survey Map # Volume Page Warranty Deed # (before 2007)Voltime . Page t Spec house ❑N cspnt Lot lines identifiable ❑yes0no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle waste;. Proper maintenance consists of pumping out the septic tank every three years or sooner. if needed, by a licensed pumper What you put into the system cart affect the Function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(l) and in Chapter 12 -tit. 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 it master plunther,.lourneyman phnnber, restricted plumber or a licensed pumper verifying that (1) the on-sin: wastewater disposal system is in proper operating condition and or 12) alter inspection and pumping (il'necessary1. the septic tank is less than I-) full of sludge. I we. 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 file Department of Safety %nd Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained nwst be completed and returned to the St. Croix County Planning & Zoning Department within to days of the three year expiration date. I!we certify that all statements on this form are true to the best of my~our knowledge. 1!we am%arc the ownerls) of the property described above, by virtue of a warranty deed recorded in Register ol'Decds Office. '7 Nu ~f of bedrooms, 3 1G N.4 URI{ UP APPI.ICAN IS DA IT sk*An) information that is misrepresented may result in the sanitary peunit being revoked by the Planning Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Oflice and a copy of the cert ified sur%ey map if reference is made in the warranty deed, (RED'. 04/12) `~F}sNtnrfe DIVISION Or INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 • GREEN BAY WI 54304-5211 0 Contact Through Relay P ittp,ldsesw gowprogranwindusvyservices fy,•~• S "mi. mscorsin gov ~.....J Scott Walker, Governor Laura Gutierrez, Secretary J Iul% 20, 2018 ' ((ih SFark- t' C l tS I ID No. 224050 '1] 7A. P( M 7:S Lac; nu Kid Ill I( S MNI.R /UNIN(i MI WE FLI 111 S I ONLR SOIL I LSII\G SANFFARY DESIGN S l CROIX C'OC\TY SPIA 23,220 WOODCRLT:R RD 1101 CARMICHAI 1. IM SIREN WI 54872-8728 MIDSOA WI 51016-''08 CONDITIONAL APPROVAL PLAN APPROVAI. EXPIRES: 0712W2020 Identification \umbers Transaction 11) No. 3125906 SITE: Site ID No. 851316 Please reler to both identification numbers, 13arriaUlt Farm LLC above. in all correspondence with the agency. 1 1 County Rd D I kmn of Baldwin St Croix County SE1 4, SWl!-1, 51, I.'.9N. R161% FOR: Description: :Wound System (3 Redroomv - Retrdneemew) Object Type: POW' IS Component Manual Re,ulafcd Object ID No.: 1785836 Nfainlcnance required; Replacement svslem: 450 (:PD Plow rate: IS in Snil minimum death to Iimitiu2 factor from original erade: Systcm(sr Mound Component Manual - Vcr. 2 .0, S13D -1001-1) (\.01 01, R. 10!12), Pressure Distribution Component Manual - Ver. 2 .0, SBO-10706-P 1NJII 01. R. 10 12). SSWV1P Pub, 1) 6, I.ftluent Filter The :uhnlinal described above has been reviewed lift conformance with applicable Wisconsin Adnlinistralive Codes and 11'isconsin Stalutcs. I he ,uhmited has been CONDITIONALLY APPROVED. 1 his system is to be constructed and located in accordance evilh the enclosed approved plan: and with any amlponem manual(s) referenced above. I he owner, as defined in chapter fill .011101. W iseonsin stattnes. is responsible tiff compliance with all code requirements. \o person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. Hs 06, anl~. 1'he tidlovving conditions shall be nlet during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use ot'the site. • Am tall Qrasses, leaves and shrubs shall be cut shun and removed prior it, tillin the .urtaee for installation to prevent maning under the dispersal area. All loose organic material to be removed from mound area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and conlpactin, o1 %vel soil will result in reducine, the intillration c~pacily of the soil. f'tgper soil moisture content can be determined b; rollin_ a roil sample belNwen the hands. If it rolls into a 1 1- inch ewe. the site is loo egct to prepare. I I' it crumble., site preparation can proceed. If the site is no wet to prepare. do not proceed until it dries. • Abandon Existing System per SPS 38;.33 • Pump Floats to be set and scrilicd per, approved plan. Ane chances mae result in nump resirimg to meet I DII and (.P111 Specifications. • Diverl surface water tiom POW' I S Area. • All piping shall confirm to SPS Fable 384.:10-i and SPS bible 3X4. W I:I I I I i I N.~-V 1, ._.!2'111 • Insulate building seem be..ond .;0 1icl pcr SI'S 382_30l I I )(c) • Tank Installation to Ibllow all manufacture's recommendation.. • Verify properly linelsl prior to installation. • ell setbacks to [Heel chs. NR 81 1 k R 12. • :Yreas that arc occupied %+ii~t t, ,k Ii;1-nient.. it, w I ;1 1 1gI.:11ia ILk r I, I,~ aI1L'li'lo 1111 L I ,ul ,n .ib,iAi to Inur1i I It 'ItOlClt. If no Otiic :'Itt i`. u~uiILLH11 L1tt? .r. Ih: ,il ut 111. mound llit.iI aC tut 01 I,' ru.mSl[C%,I rAI.:uatillartyi]:1ctc<sun'.yhCI 11.Noftl'.cubovtcO[IdIt ious urc .ncuuntc cell, a0;110%idt' ,lit til ell: o11: ItrutR t.n:'I. Owner Responsibilities • The current owner. and each subsequent owner. shall rcecive a copy of this letter including instructions relating to proper use and nuinlenancc of the system. Owners shall receive a cups of the appropriate operation and maintenance manual and in- owner e manual for the POW IS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts nmllunctions so as to create a health hazard. the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this Idler shall be on-site during construction and open to inspection by authorized representatives of the Departmen4 which may include local inspectors. All permits required b. the state or the local municipality shall be obtained prior to commencement of construction installation operation In granting this approval the Division of Indusb'v Services reserves the right to require than cs or additions should conditions arise makinl them necessary Ibr code compliance. As per state slals 101.12('_ 1, nothing in this review shall relieve the designer of the responsibility for designing a sale building, structure, or component. Inquiries concerning. this correspondence may be made to tire at the Iclcphonc number listed below, or at the address on this letterhead. the above let) addressee shall provide a cope of this letter and the P(M IS management plan to the owner and any others who are responsible l6 r the installation. operation or maintenance of the POkk I S. Sincerely, Fee Required S 250A0 LL This Amount Will Be Imoiced. When You Receive That Invoice, ['lease Include a Copy With Your 1 im Vander Lecst Payment Submittal. Private Sewage Plan Reviewer . Division of Industry Services WISMART code: 7633 (60815 10-6 1 i4 . Mon- Fri. 6:00 a.m. - 3:30 p.rw cc: Ldwin A I aylor, AVaslewater Specialist. ( 15) 64-,494. Nion-Im R:llll :A.Nj. P.M. Frith I Knudtsun . Kuudtsun Plumbin^, (flans \lailea I of MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Resident ,al Applirat on INDEX AND TITLE PAGE Project Name BardauC Farm LLC Repiacement Mound System Owner's Name Barriault Farm LLC Chvner's Address: 220 Golf Drive Clear Lane WI 54005 ' Na Legal Description: SE1/4 -SE114 Sec. 1 T29N-R16W Township Balcwin County. St Croix Subdivision Name Na Lot Number Na Block Number. Na Parcel I D. Number 002-1001 70-00" Plan Iransacttor No Page 1 Index and title Page 2 Data entry Page 3 Mound drawirgs Paoe 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 PUmd curve and specifications Page 8 Plot Plan CONS Designer: Keith F Stoner &iefrri~ Number: Designer 1575-007 Nne 6}timber 715-653-2324 Date: 06111 /18 rt ! • KEITH E. rF p_ STONER Signature.: 0-1575 = -cs ' -3iren: Wis Desic}ij~eo~f'i/r•+var+the~p`~ (.?,j-)'; 7 Mound Component Manual for POW1~9•~j r$d£n 1\~ S-I0691-P (N. 01/01)~and noih SS;^JMP Publication 0.5 Design of Pressure ~JkUwlion Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver- 2.0 SBD-107W-P (N. 0'101) Version 7.0IR 0312012) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note. Sand fill ;Di calculations assume a 300.00 Fstirnated Wastewater Row (gpd) ; Table 383-44-3 o situsoil crratmrnc to• 1.50 Peaking Factor (e.g. 1.5 = 150%) II fecal colifnrn of 16 incFes. 450.00 Design Flow (gpd) 5.00 Site Slope (0%) 103.10 Contour Line Elevation (ft) 15.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpolftz) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) 6 00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd1lt ) 1 Influent Wastewater Quality Is or 2) Are the laterals the highest point in the distribution 0 Pressure Disribution Information network) Enter Y o• N (C or E) E Center o, End Manifold 3.U0 Lateral Spacing (ft) If N above, enter the elevation (ft) _ _2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft'/orifice 2.00 Forcemam Diameter (in) 125.00 Forcemaln Length (ft) Does the forcemain drain back? L 93.70 Pump Tank Flevation (ft) Fnter Y or N 4.55 System Head (ft) x 1.3 20.39 67 Forcemain Drawback (gal; 10.98 Vertical Lift (ft} 32 "ix Void Volume (gal) 87 .71 2.78 Faction Loss (ft) Minimum Dose Volume (gal) `b 0.00 In line Filter Loss (ft) 3231 System Demand (gpm) 18.31 Total Dynamic Head (ft) 2 J Lateral Diameter Selection Manifold Diameter Selection F00,nd o lions choice n dia. o lions choice 1 25 x 1.50 x 2.00 x x 300 x x Gallons/Inch Calculator (opliona:) Treatment Tank Information Dotal Tank Capacity (gal) 1000 00 Septic I ank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer gal/ir (enter result in cell 849) Dose Tank Information Effluent Filter Information 601.36 Dose l ank Capacity (gal) Polok _ _ Filter Manufacturer 16 76 Dose Tank Volume (yal+in) PI -525 Filter Model Number _Ta Weiser Concrete ]Manufacture P'oject I3arnault Farm LLC Replacement Mound System Page 2 of 8 Mound Plan and Cross Section Views 1/10 t3 © J } ..4 Observation Pipe K O Q A W ► - B • . n I L Mound Component Dimensions B 75 00 It 1 9501 1 1 7 U 21 00 in G z0.50tt J 93 It W 25 73 ft 450 00 (fti) Dispersal Cell Area 1334 56 (ft) Basal Area Available 6 (10 (gpd/ft) Lirear Loading Rate .1 50 (ft) 110 B Obs Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 106 64 (ft) 11 U H F' 105 35 (ft) Lateral 104 85 (ft)-►~ - Invert Dispersal Cell Flevation F D 103.10 (ft) Contour Elevation 5 0 % Site Slope. Geotextde Fabric Cover Shading Key °u n T Dispersal Cell See rateraldetails on .r C Page 4 for number, size, Q _ Topsoil Cap o ° 1 5 ft M Subsoil Cap o U / a( T and sparing of laterals. ASTM C33 Sand f l Laterals are ertually e ri, spaced from the Tilled Layer °m i D it W ~,'..j distribution cell's Aggregate < o ♦ _ rcenterline in the p A distribution cell (Ax8) Project Barriault Farro I I C Replacement Moand System Page 3 of 8 End Connection Lateral Layout Diagram LatataK OiirelaO ~~et tha bmnt.m - ♦~iurroup Wbdlvdw or olMnoutprup J P - I(- X Aain ooruwct 0 via te0 of ao&forcarroin Sch 40 PVC prr SPA 7oble 384.306 Number of Lalera's 2 Onfice Diameter 0 156 in Lateral Diameter _ 1-50 in Orifice Spacing (X) 2 53 ft Lateral Length (P) 73 37 ft Orifices per Lateral 30 1 ateral Spacing (S) 3 00 ft Orifice Density 7 50 ftz?orifice Lateral Flow Rate 16 16 gpm Manifold Length 3A0 ft System Flow Rate 32 31 gpm Manifold Diameter 1-50 in Total Dynamic Neac 18 31 ft Forcemair Velocity 3.30 ft/sec Dose Tank Information Lock,rg cover with warning laoel and locking device and / sealed watertight Electrical as per NEC 300 and ► I SPS 316.3C- WAC t~ - 4 in min. Discc:oned -T I ank cornpcrrnt s property vented E - Altemale outlet ncahon 1 t Forcemair diameter Weiser Concrete Manufacturer 2 in Ca aci 60136 Gallons Volume 16.76 gal..,inch A Weec hole or aiti. Dimension Inches Gallons _ _B siphon device A 20.77 348.05 1 R 2.00 33 52 C Primp off a evasion th} G - 5.23 87.71 - 94.37 D 8.00 134-08 D I otal 36.00 603 36; Dose tank eievaticr (f0 3 - Beddmg u n er tank 93 70 Alarm Manuafacturer SJE Rhombus Note Switches Alarm Model Number Tank Aler. 1 containing mercury may not be used in Pump Manufactured` Gould _ !his system Pump Model Numbtlr EP05 \ i Pump Must Deliver 3231 gpm at F-71-873-11111[ TUN Protect. Barriault Farm I LC Replacemert Mound System Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Powers Sanitation Phone 715-2455738 POW1S Regulator's Name St. Croix County Zoning Phone 7"5 386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size ,1§0- in Estimated Flow - Average 300 gpd Maximum BOD5 2mg/L Septic Tank Capacity 000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 It` Maximum FOG 30 mg/L Type of Wastewater Dourest c Maximum Fecal Coliform >10L4 cfu/100 ml. Service Frequency Septic and Pump Tank Ins ect ano/or service once eve 3 ears Fffluent Filter Should inspect and clean at least once eve 3 ears Pump anc Controls Test once ever 3 ears Alarm Should test rrorlhl Pressure System Laterals should be flushed and pressure tested ever 1.5 ears Mound Inspect for ondino and seepage once eve 3 ears Other Miscellaneous Construction and Materials Standards 1 Observation pipes are slotted and materals conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2 Dispersal cell aggregate conforms;o SPS 384.30 (6)('). Wis. Adm Code 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis- Adm. Code 4 Tillage of the basal area is accomplished with a mold boarc or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade \ 71 T hreaded Cleanout 6-8" Diameter Lawn J----~ E-*\ Sprinkler Valve Box Plug or Ball Valve Distribution i - - - I-ong Sweep 9C or Iwo 45 Degree Bends Same Diameter as Lateral Project: Barnault Farm LLC Replacement Mound System Page 5 of 8 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shah he operated in accordance with SPS 389-84 Wis Adm Code, and shall maintained in accordance with its' component mancals )SHD 10691 P (N 01!01;. SSWMP Publication g 6 (l la-} and Pressure Distribution Component Manua Ver. 2.0 SBD 10706-P (N- 11)) and local or state rules pertaining to system rlaintenanc: and rmainteranre reporting. No one should ever ente- a septc or pump tank since dargerahs gases may be present that could cause death. Sept c and pump tank abandonment shall be in ac"rdan:.e will, SPS 383 33 Wis Acm. Code when the tanks are no longer used as POWTS components. Septic or pun.p lank manifold users. access risers and covers should be inscerled for water lightness and soundness Access openings used for service and assessment shall be sealed watertight upon life rormplehl of sen•ice. Any openrg deemed unsound defective, or subject to failure must he replaced. Exposed access openings greate, !ban 8 inches r, datudor shall he securl by an effective lockinq device to prevent arrodenlal or unauthorized entry into a tank or component. Septic Tank TF.o septic tank shall he maintained by an individual codified to service sephctarrks ciders 2811 4A, Stats The contelt5 of the septic lank shall be disposed of in accorcance wdh NR 113. Wis, Adm Code The aperatirg cond tion of the sepc:r. tank and our el rltter -,TA I he assessed at least once 1 3 years by inspector The outlet filter Aral be cleaned as necessary to ensure proper operation- Toe filler cartridge should not be reproved unless provisions are made to retain solids in the lank :hat may slough off the filter when removed from its enclosure. If tie filter is equipped with an alarm. the fi lter sha I be serviced if the alarn is activated continuously Intermittent f l!el alarms may indicate surge flows or an impending continuous alarm. The septic lank stall nave its : omenls removed •whei the volume of sludge and scum in tore lank exceeds '13 the liquid volume of !he. tank. If the contents of the tank are not removed at the time of a triennia assessment, ma.rleoance personnel shall advise the owner of when the next service needs to be. performed to maintain less than maximum scum and sludge accumulation in the tank. "fire addition of biological or chemira addit ves to enharc a septic tank performance is generahy pot requned. However, if such products are used they shall be anproved fur sect r. tank use by the Department of Commerce. Pump Tank The pump :dosing) tank shall be inspected at least once every 3 years. All switches, alarms and pumps shall he tested to verify proper operation. If all effluent filter is installed wine the :ark it shall be inspected and servicec as necessary Mound and Pressure Distribution System No lre:s or shrubs should be panted on the mound Plantings may he. made around the mound's perimeter, and the mound shall be seeded one mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aerabnn of the mfie,ative surface within the round and snow compacteir in the winte• will promote frost penetration. Cold weather ins!allations (Ocaobe(-February) dictate that the mound be heavily mulched as protection from frill Influent quality into the mound system may not exceed 220 hill BOD„ 150 mglL TSS, and 30 mgr! FOG for septic tank effluent or 30 mgrl_ BOO„ 30 mgll TSS. 10 rg/L FOG, aid 10` clutI00 rill lx nighty treated ef8uen:. Influent flow may not exceed maximum aesign flow specified m the permit for ;his mstallat on the pressure dislnbulmn system is provided with a flushing point at the end of each lateral, and it is recommended that each latera be flushed of accu•rulaferf solids at least once every 18 months When a pressure testis performed it should be compared to the initial test when the system was installed to determine if orifice clogging nas occurred and if orifice cleaning is required to maintain equal distribution within !he dispersal cell Observation pipes wehm the disperse'. cell shall be checked for effluent pending Pending levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydras failure requiring additional. more f•equent monitoring Contingeir lap It the septic tank or any of is components become defect ve the tank or component shah be repaired or replaced to keep the system m proper operating condition. If the posing tank, pump, pump controls. alarm or related wrong necomes defective the defective component(s) shall be immediately repaired or replaced with a component of tie same or equal performance . If the mound component fails to accept wastewater or begins to discharge wastewater to lne ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage oc:c.rs or ny removing biologically clogged absorption and dispersal media, and •elatec piping, and replacing sale components as ceerec necessary to bong' the system into placer operaung cordition. See Page 5 ill mss plan to, the name and lelephore nml)er of your Opal POW I S regulator and servce prcvvder Pretreatment Units The information and schedule of mismanagement and nlardenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and we considered par of the overall management plain for this system Project Page 6 of 8 Page 7 of 8 Goulds Water Technology Wastewater METERS FEET I r- i 30 I -I------ 5 GPM - - ---I r- ' 2.i Ff - I _j , 2 U G 2 - - - 2 } 15 ~ i - - EPOS t- O 10 EP04 t I 2 10 20 30 40 50 GPM U 2 4 6 8 10 12 ms/h CAPACITY MODEL INFORMATION Order Minimum Float Minimum Maximum Shipping Cord Discharge Minimums Minimums Number HP Volts. Amps Circuit Phase' Switch Length Connection, On Level Off Levcl Basin Solids Weight Breaker Style Diameterl Size Ibs.kg ~ ~o Svnly: ' blar+_al pdai~zl 74ii H.' piggyback tPOc11A 10' 12' 6" I V.'idc Aogl? FP04'1P No Srikh 2f1' Manual Me:mnl - 4, P.P0411AC I PiyoyF:n:-k 20 12, 2-'.'9.5 I Wsde..Anglr. Plus: EPO/.12 i rtd 10 1;;' Mama! Manual 20 / 9.1 No 4.v: - j 23f1 n i 10 EPOL12F Plu° 0 Manoai' Manual 2v/9.1 Nn 5 v.rh FPOSIIF vl "3! 2O' Man al lvlanuaI 22/10 No 5v d) 20 - _ -'-'-'--i < PPO`i11ACl S 99 ad 12 23! 10.4 ^lil.. An01v T , ~ m ~ d' a n u 1 1 _ - ~ S 6 IA n. C \ ~ f' P III _ ~ 1i 1 ~j~ O i •/may ~ f b ~ ' r I s. ~ - v ' Y. ' _ ~ \ \ 1 _ II ` - ~ n ~T ~ l 4 F11 ~ n , ~ w I ~ ~ b a 4: i ! ~ ~ ` ~ _ r ^ a ^ ti ~'1 ~ ` V ' 1: . 4 y I ~ 4 ~ ~ ~ \ i ~ ~ t A ~t Wlscorrsin Deperhnanl d Safely and Professional Services pivlsfondIndia" Servlces IMTEVALUATION REPORT #3306 Page _1_ of 3 in accordance with BPS 385, Wis. Adm- Code Keith Stoner CST' Attach complete she plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), duemon and St. Croix - - percent slope.. scale of dimensions, north arrow, and location and distance to nearest road. Pamel I.D. 002_-1001-70-_0.00_ Please print all information. Reviewed By Date Personal Hformatlon yw provide may be vsed for secondary purposes (Privacy c f ti.M (1) (m)l Property Owner Property I. ocation Bardault Farm LLC _ Govt. Lot SE1/4, SE114, S1, T29N, R16W Property Owner's Meiling Address Lot # Block # Subd, Name or CSW 220 Golf Drive City State Zip Code Phone Number City I Village .•'I town Nearest Road Clear Lake WI 54005 Baldwin 1122 Count Rd D New Construction Use >.J Rasicential I Number of bedrooms 3 Code derived design flow rate 450 GPO r •I Replacement I Public or commerdal - Descraw - - Parent malarial Silty Sediment/Sandy Loam Till Flood plain elevation, if applicable - _ NA III. General comments Propose a 6 x 75' momd dispersal colt ricated along the 103.10' ccnlo r with a system elevaion 104.85'. Upslope contour staked and recommendations: onsite. Fi-I Boring # Boring - Ph Ground surface elev 103.26._ ft. Depth to limiting factor 1fi in Soil I Application Rate, Horizon Depth Dominant Color Redox Description Texture Structure Conalatence Boundary Roots _ GPDMI in Munsell Ou. Sz Cont. Caor Gr. Sz. Sh. •ERrf1 'F d#2 1 0-7 10YR3%2 - sit 2msbk mvfr cs 3f 0.6 j 0.8 3 16 6 SYR4/4 sill 2msbk mvfr gs 3f-m I 0.6 0.8 c2d5YR5/8 i sl 2f msbk mvfr gs I 2f-m 0.6 LO 4 2444 2.SYR4/4 1 (2dSYR5/8 sl Imsbk/m I mfr 1f 0.2 0.6 - Kroti vina (worm tunnels) ,n norimns 1 2 Z I Boring # I I Boring Pit Ground surface elev-------- . 10L28 ft . Depth to limiting factor 15 in. Soil-Application Rate LLL._----JJ Horizon Depth Dominant Color Redox Description Te#ure Stmclure Consistence) Boundary Roots GPDMI in. Muroll Du. Sz. Cont. Cofnr Gr. Sz. Sh. *EtMt I 'Enrol 1 0-8 1OYR3/2 sil 2msbk mvfr cs 3f -m 0.6 0.8 2 8-15 IOYR5/4 sil 2msbk mvfr gs 3f-m 0.6 0.8 3 15-22 10YR4/4 i c2d5YR5/8 sil 2msbk mvfr us 2f in 0.6 U.8 4 22-28 5YR4/4 , c2d5YR5/8 st 2t-msbk mvfr gs 1f-m 0.6 1.0 5 28-41 2.SYR4/4 7_SYR6/'28 sl lmsbk/m mfr 11' ~0.2 j 0.6 Il{ _ _ i _ I _ - 1 Krab mna (worm tunnels) in holznns t - > x1120 - - - seepFn9 into pk of 36" ' Fflluern #1 = BOD5> 30 < 220 ma/L and TSS >30 < 150 mqL ' Flfluerd #2 r B0D5 < 30 mg& and TSS s 3D mg/L CST Name (Please Print) Signature: ;:ST Number Keith Stoner 2240.59 Address Keith Stoner CST "fA~&'Drite Evaluation Conducted Te:ephone Number 23220 Wood Creek Rd Siren, WI 54872 519/2016 715 566-0900 Property Owner Bartiautt Farm LLC Parcel ID# 002-1001-70-000 Page 2 of --*3 Boring _ F ]Boring # r Pit Ground surface elev. 102.86 g. Depth to Writing factor 15 in. Soil Application Rate Horizon Depth Dominant Colo, Redox Description Texture Structure Consistence Boundary Roots GPD/W _ in. Munsell Qu. Sz. Cont. Color Gi Sz. Sh. 'rff#1 ' -F"2 1 I 08 10YR3/2 sit 7msbk mvfr cs 3f-m 0.6 0.8 2 8-15 10YR5/4 sil ' 2msbk mvfr gs 2f-m 0.6 I 0.8 3 115-20 10YR4/4 ! c2d5YR5/8 sid 2msbk mvfr gs 2f I 0.4 0.6 c2d.5YR5/8 sl 21 msbk mvfY 1 gs I if 0.6 1.0 4 1 20-29 SYR4/4 7.5YR612 1 m2d5YR5/8 5 29-41 2.5YR4/4 7.SYR6/2 sl lmsbk/m mfr - if _0.2 0.6 i Krotovina ((worm tunnels) in norl20ns 1 - 2 Boring _ ❑ Boring # Pit Ground surface elev. It Depth to limning factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture I Structure Consistence! Boundary Roots GPDR_P in- Munsell Ou. Sz. Cort. Color Gr. Sz. Sh. 'Eff#1 •E##2 ! ~ I Donne _ Boring #I Pit Ground surface elev. - R- Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistences Boundary Roots GPDAP in Munsell Cu. Sz. Cont. Color Gr. Sz Sh. 'Hf#r •Eff#2 Effluent #1 = BOD'> 30 a 220 mg/L arM TSS >30 < 150 mgA ' Effluent #2 = BODE 30 mg/L and TSS < 30 mglL r I I ~ ~ - ~ I n C-0 fi .A o ~ \ - S y ~ tv ~ a j. - ~l~ t.> no c c O~ t. cif NN w~ n o o N N d 12 A 00 'c ° o ;7 tt r m r~, rr N t c c o a 9 ~ rt. ~ pr r I r -e Iv Y n) r, - y O O a a o0 x w CI - r• 'Y ~ 'r~' is . i ~M1 ~ I ~ Z POO- s`- , -..i. ter..