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HomeMy WebLinkAbout018-2019-78-000 (2)Sol equal 0 R• PRIVATE SEWAGE SYSTEM St. Croix PP•l a°. 815458 suq.m Build da Dllm INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT( SysPal No owwl undni va mnsR•lay beBeen By second Pamar•IPmaq yaw, z 504 11 S'S p Tyme Froperlies LLC �n V11pvTOTM OF HAMMOND Peony Tea No 018-2019-78-000 BeCST Use Inspas /aFQ °wI"/a ✓N I GST N, ceRM29.29A71278 TANK INFORMATION ELEVATION DATA MANUFACTURE CAPACITv TON a 4. ra4A FS El o ,markSi E Ex:e+-` Lin 25 9'5 9 .99 W $' ,•IBp. sees ;inlay _ IUHIOd1B TANK SETBACK INFORMATION PM1 �E BLOt1 �mmna ROAD G DAGAIpm _. T3 57 He.a«IM.n. a /OD 4 E"te" any Cast Plce /0 m. SIS 3 /a3 a. 4j J; mreee / iiaii PUMPI$IPHONINFORMATION he"Ifel sCo, Hill ata. GPM By mei Ni ui H unay SNUB,, 03l SylilmIT%'gF5TDIH Lel ,,eZ 41 day 0 San Z- SOiEeABSORPTICN SYSTEM Oa. ""ise .° ..a° Rna`.N° _ •.per yIP.\ B SYST te Plt tUU ,n£IT R� wKrJRTREAM legal •w 6 umr Nano... S DISTRIBUTION SYSTEM On hrindeal ad,�^ '�B,ai °:.;d��'S a h5 s _ The Bas 1 •:3 UP SOIL COVER m+011 of Ncyaee System, Only sh 0. n is = c©w mukhad .�Benr 1.79 Sol � b • No COMMENTS: prcwm wee enuepe°°I•c pension, ptesmt e¢l Inye°A°nst 9 (A i9 mePo°S°^ad � ^ L<ealem NpA�byee,A. D 1111 Q /011S.dll it eNe Mee m�eban• IV+� ��� rw 0 MOwebl ��'"� :;e;,° erelot aMna°lob 911I 19ynaluen ?Js oIR�,I . BI . <A" -do 19-d1.1 i. �,�salLSl�LS Safety and eurnkq: I>n'eim St. Cmix S+i:+YPmmvxmty Ne-611eimMtu.) ,h �= Ml W. WeshIrli Aw, P.O. B 71V JUL 2920t9 klmel.Pn, wl sa7m-naa �IS� CIL,v it Applica n 071901162c Cam. vmAA L FKAVI� rua a m`m,.�suu2PlwW-m %m. . m. m xv.eam Aidmm..P LA m¢mm�otu)an.eu.m 72nd Awk Ik.wu mam.:m- r e..m µay F.r.,- 016201E 9�-78-0 _ 3a35 LaWm Rd. ww _ _.W%. Sw LAS. 29 m^Y.am zlp4 Nw Vadneis Heit Mn T 29 I.mle� H B, U.TYp of auYEim kksk All N.LPPIY) �� mY OJ T, ❑ImzF®ilYmml Nm -feea.� .I.,1x w raP ibi] IbdF Rdlieg Hills Fann R ❑vd ❑smo..w-u..ie:xs /� MTo aHamnwrG 0, i I: IC akaoly me Lo.wla. A. Cmpbk am R.pplk.kle) zaA ❑w.:w LWI. ItIme SY✓.^B. IMw) $I NwSn ❑an I, Sruem ❑twmexrxwelmix¢M.mmoay ❑ °FmnnTvfawxm n"'°"Y"m°Nunm®s IXummi bbe9 m rv.r .feowrss mwcum ullmke: amk.um.I ❑rvm.»n......axram ❑I,®mmem.cn...+ ❑a.r.w. Pww>x.mw..wln®n xaw.x.ma.elmN®II ❑16 ❑oun: M:paY C'mn IwnL af4a1 NPPI6W N Pebmm VINIAm. A:mfe! .Ima o. dA � r.wn x6Y�r A.n palm a,Pw l.n ¢ uewm 1800 1.0 0V 900 'h' 1200 b 409:90, d VLr.rt'Mn Mm Twiflo u Seen T. mlensTm �� w� 5 -6 Is :p.olue..m 25fq 2500 1 NA VILRnY ihYltl st'i""M1 1, tutmnoed ne.meI s we¢:edea�v®IrvnnXWn Keith Knudson .w .tseen.Cq. Su- 92715fM St. Rohelts Vrt. 510?3 eo. M elm.lkte0. m °m I I It 7 9 /4 Q. co.dt... `u r"Apisi 3> ��:�-:an :ry VM PP a N.FrMINe*w*I:wlw.an.u.: rwlrtroka.a lae'wm.e. SRD.6398M Ili I]) For: Tyme PropertiesL C Rolling Hills Form Ouflot 1 Part of the SR114 - SW1/4 Sec. 29 T29N-Rl7W Hammond Tnsp. - St Croix Cowry IN Nzo. Amu' LM Ym-s.m....,.....__._._�.. •o. sg �vr q .. _ OUTLOT 1 U n s m� [ orr. ea. n. wemmamo ^, wa. M NNJ°W ®onO l m w arr L � m w.,�a �a mmre°ew rsou.e u Srwti nIIIwSft LOT LOT 13 14 July 19, 2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES 2021-00718 Plan Review: PWTS-021901162-C KEITH E STONER 23220 Woodcreek Rd Siren W154RR SITE: Rolling Hllle Tom Shared Sanitary Ear Lots 1512 162572n6 Avenue St, Croiv County Town of Hammond SEX -SW X-529-1294-1117W MR: Oeudpton: 12 Bedroom Mound with Pretreatment MOOT)—DO0 GPD—Replacement -T to limiting factor —Effluent NNer - Maintenancerequired �www Cw"�w L Mound Component Manual— Vec 2.0, SBLL 10691-P (N 01/Ol, R ID/12( Pressure Distribution CompoMat Manual— Ver 2 0, SBD-10ID 1` (WOVIT, R. 10/12) 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 he constructed and located in accordance with the enclosed approved plans and with am/ component manual(s) referenced above. The owner, as defined in chapter 10101(30), W iannsin Statutes, is responsible for compliance with all code requirements No person may rami gem or work at plumbing In the state unless licensed W do so by the Department per s.145.06, stalls. The following conditions shall be me during construction or installation and prior to occupancy or use. Reminders This approval is subject to the Sell Saturation Determination approved bar this site on July 18, 2019. Properly abandon giving system. All easements shall be recorded prior to the issuance of the Sanitary Permit. Because the management plan requires servicing at an interval of 32 months or less, a POINTS Maintera ce Agreement shall be recorded on Lee dead of all propeNies Per SIPS 383.21(2)Icf i. and a POINTS Maintenance Contract shall be maintainedwRb a POVrt9 maintainer Per SPs 3v.sa1111<I. Responsimliry of system management and maintenance shall also be Included. • This approval does not include any general plumdng approvals whim may W required fpnhis product. N the force main is to be pointed in the downslppe area, the ttench for the farce main many not be wider than lE halm. • Asanhaperan a must be obtained from the county where this project is located in accounts rose withhe requirements of Sao 115.19, Wis.9bts. Inspection of the private sewage system installation is required. Arrangements for Inspection shall be made with the designated county official In acmmance with the provisions of X<. 145.21 Wis. SlaU. • AAide approved effluent fitter is required.Maintenance information must he given to the owner of the tank explaining that peradic cleaning of the fitter is require. approvedA comy of the plans, specifficamins;and this letter string be on-¢ dun nstmctbn and open to Inspection by authorized which cola la Copper Resp MNI im The current owner, and each subsequent owner, shall receive a copy of this letter owners shall also receivecopy of the appropriate Operation and maintenance manuals) am be responsible for ing that POWTS is Operated and maintained in accordance with this chapter and the approved management plan under x 5P53Ri.5C)11. In the event this coil abmrption system or any of its component pits malfunctions as as to create a health hazard, the property owner must follow the contingency plan as describe in the approved plans. • The Owner is responsible far shrinking a maintenance verification ri acceptable to the county far maintenance tracking purposes. Reports shall be submitted a intervals appropriate for the mmponeMlz) utilized in the POWTS. In granting this approval the Divison of Industry Services reserves the right to require changes or authors should condhions arse making them necessary for mtle compliance. Asperstateoats 101.II13), nothing in this review shall relieve the designer of the responsibility for designing safe building. structure, or component. Inquiries concerning this wmslwnaena maybe made tome at the telephone number listed below, or at the address on this left urfai The above left addressee shall provide a rarer of letter and the POWrs management plan to the owner and any others who am responsible for the installation, operation or maintenance of PONTs. Sincerely, CeCPr Ruclru.'ckv CeCe(Elizabeth) Rudni<ki Was ewMer Specialist/POWR Plan Reviewer, Division of Industry Services (p)<00-31H6 e -zabeth roan ck'ldwisconsingov_ Index and Title Sheet lojat Name: Rolling Hills Farm Shmmi Serrei Sysum for LWs YM 15-17 Property Owner Tyme "emes LLC Address: 3435 LaMre Rd. Vadnais Heights MN 55110 Legal Deemptb¢ SR YnSW Y. Semen 29129&R I2W l'mmsM1ip: Hammond Counts S[Craix SUMivision Name. Rolling Hills Faun Oullol l FOR: Sanitary System San me lots 15-17 Camp. a/parcel ID; 018-2019 78-M CONTENTS Page_ I Plan NmMlve Page:2 Plot Plan Page) Mound Plan View and Cross Saxon Page, 41%eml layout "JW Pagu'.5 Dose Chamh'r Cmes-Section Page:6 Pump Curve Page: ] a16 Duplex Pump Panel Specifications Page: 9 HOW Systems H 600A Funds Specs. and HoM S i e and Inspection Form Page. 9 Management and Comi,gracy Plan Attachments: Soil and Silt Evaluation Repons, Sample An Servicing Agreement ard Poor Systems LLC Producs Approval with mainumance requirements_ Mound Comment Manual Ilsed— Version 2.0 SBD 10691-P(NL I/n I R. 10/12) Pmzsure Distribution Component Manual Version In SBD,10706P IN O1101 R. I0,12) Designer. Rein E. Stan vdcav "', License A Designer 159-007 Signature: E 3-31-19 Phone N(915) 6532324 s ' `O\ ` tr i 5 „ e ve Page I of 9 Plan Narrative The following shared sanitary system design discussion amuses on the proposed 12 Bedroom/ I800 gallon per day sanitary system to serve Lass 15 then 17 of the Rolling Hills Farm Subdivision. This plan complies with the St Croix County Land Use and Development Ordinances. A "Conservation Development", Rolling Hills Farm is designed for ]] lots serviced by 22 dispersal components located on common ground. Appropriate easements and malniwencc language were required prior to final approval. The St. Croix County subdivision entrance requires Nat each buildable lot has a mil and site evaluation completed. For these 3lots the mound dispersal area will be located on a newly tested wrissa south of lots Ib and 17 within the common area. A new sanitary casement is contends being worked on by Tamarac Surveying. A few bedmer maximum design flow has been established for each lot The county will require sanitary permit Or each lot prior to construction for setting the septiduramnent comports verifying the design 0ow for each lot. These Ims will required to set an aerobic tra nnem tank with built in trash capacity that will he connected to a private main interceptor Nat will Wavily Flow to a common duplex dose took located south of Lot 18, Nat will alternately distribute the highly treated effluent to a common mound dispersal system consisting of two 4' x I50' dispersal cells. The private main interceptor constructed of inch PVC pipe with clearesms located along the rouse m in place. The duplex face mains will consist oft" Sch. 40 PVC pipe. For: Tyme Prop riles LLC Rolling Hills Farm Oullot I Part of the SE114 - SW114 Sea 29 T29N-RI7W Hammond TnsV -St. Croix County ♦ .m-rw all, i....w C...a;w u wr j ANUKE a o v.- IN 0 UOT s .or % iA.'M'QtWV �' W"w 20 w .. x OUTLOT 1 1qm \81hl �w ,, rt avM i QLSW 15 N,17 i \ \ \ LOT LOT 13 16 Cross Section of a Mound System Using Face 3a of Two Cells for the Absorption Area Upslope Cell o� c® H l711 a w Ill. rnmI DMMI tell nm ln9 aca nm n.am> weMmRlnv:oalnw� ls. mono sect neencvm+ Note: Cdimenn.iion-tell aoFarelbn. Mound Cross Section View A&&re&e¢ Dispersal A= FlnisAed Grade 5.O WJlPY Skedin&Kor I�jI rypicaspe'aal Cell ®Tnpmil Cap /Iq, pile FaUic ®SoEudl Cap 4 co.e. 11® II�IW�� Note Fnpua Mmud SiN pn Component Men¢N Cansaucoon Frccedum. Cross Section of a Mound System Using Pvc 3For9 Two Cells for the Absorption Area Down Slope Cell 0 0 e e nl c no^ 3 'A ✓ wig], ®�®»3aM^+�Gllnv in9 nue AN AM . wpm unmtmrea>k tni.no eay. No<n.�w Note: c dimensvn - mil sepvmion. Mound Cross Section View Aggnpte Dispersal Am Piniakd Gm& ilp 60' IUlstn wxan Sbadin Key �i' of N/////, �.�� h . n� ��, ������ H........... .. Nate: Pr m MouM Site pe,Componmt Menwl ConsWc6m Pt um. Fage4 of Center Connection Typical Lateral Layout Diagram Force Main AlmmneForce J \TI^+rns I rma .Aal.x.rvaaw spousal OIL Hulas of lateral around nfluml ) Number of Laterals 2 Board Diameter 5132 or 0.1% Lateral Diameer 11� Orifice Spacing(a) Ilia ft La4zl Forgot(P) J351) a orifices per lateral 25 Lateral Spacing (5) No R Onfice Formula I20o ftv LmeW flow Rate 1350 Spun Manifold LengN COO ft. Cell Flow Rale 20Ao gpm Manifold Diameter Ha in System,Flow RaRole50 W qpm Forfamain Diameter 2.1170 J Length fl. Toral Dynamic Head 2]]5 ft. Lateral Turd -up Iktail Finissed cmde Threaded Clearing Plug or Nat 6"m C diameter Lawn Spinkler Noel Valve Nude: Lateral deal at last orifice where vanaMe length to demand begins. _ Long Sweep W or Two 45°Bends Same Page5of9 Duplex Pump DoseTank Component Cross Section Approved Manhole Covers Will, WanM1pg Trials and Looking Device / 4" Min. Mass Final Garde WeaNer PwfJunclion Box / Elastic per NEC 300 & SPS 4"r-to1 vent 1 316.012 WAC w 12' Above Fiwl (reJe Iy Note: SJL Rhombus Type I WPIu Bl maM Da) Top of inlot -]4.50' None Pumpawishandalarmrobe wimgwxpammcrttila W15WMR Tank MF. W icsetl Corcate Ahama&Fil LLoratpn W/Appwed 4"Slave Fmce Mvn Diam,- 2 oTlloleor Afth Siphan Lkvicc Duplex Force Maim PumpMElev, 8CW Duple. Pumps IX0 Tenk Elev. 83.ST Versiim mm, RmimmlSuorEari wren Pump ORund Uatrib.... Pipe-19A0' PerIn Minim um of fFoims ainx 194 Fri - f-nfcell Ior FT. afFmce Main Loss Friclim Flks--WFT....- 33-i-4 relax CA Nom cell Nook; per Pn55u Fatal ThmugM1 Filar ................_.. �t �IMwnSloa CeIITDH- F M.or cell eana61go 9gals. Tmnl Dywnic Head ..... ...............=2T]5' 27.OS Min. dnu par cell=3381 gals. (Per Pomp) Numb,moUll . 5,29 Per Day GaLPer Dmx(#ofppm-19613GLL (Duple, VolwnmfBwkBom...... .... ...................................................- 2]]I Gal, PumpsAhervlin Total Dame Volume ..... ........... __......._......_..........................__ = 19]B4Gnl. Mwem ¢Its) Pmnp Tank Cammay 2522.46 Gahm, Dimensions Incher Callow Pump Tank Volme 49.46 Gal/IrcM1 A 35 IAI.10 Pump Mh Gwdds B 2 9R92 Pmnp MMel WE405H C 4 197,84 Nok'. Loww farts D 10 494.66 main will R. Minimum DiscM1 Clothing, Rare 2J 00 GPM par pump sMrlendelivsaimar eddilimal 1.63 gals. Alarm Mor. S.Tan Tmel= SI.W 252246 Adat-m Alarm Moral Tank Almll -- Bad Took pm Mm, 38345(5) Arcbm Tank m necessary to negas bugantf far SP5383.43(8)(g). I�FAFORMN E MMN"(9,IW, pe mmos) I Bf��90�8�� ommmo�oomo ©masaaaeaa !V©®[1Rmm®mm® ama-o�o�omm v�siaaomm0©® mad®�mmem ®aasaomaom vesaaomaom maaaeemamm maaaaamamm mgasaa�amm maaaaeeaom TIMEN510N5 VJI dl mamianw.... mAn.Oe nq me,a. svnarvam puryosex rcKK Ys. 0 tt COMPONENTS soon W Resells Xylem -,'Mh'c Let95dve Wau, 2881 East Band svat En. sunea fall:. NY 13148 Phoxz ne. N") 3254210 Fec(MR)3225822 vwryiemi mmA�and9gould",Nnahn6 ogy shale PMU.&NOWahm,tina Pump coMOl som onbMe PaKe%a+L of f The Mo]el hC mmmlpslel midmignel to allamaRry mops Mb 130206 orzw VAC Snple phase pampa mwalerandservam MWILabane The Ammmga Mummlumlu, Pump lwar. In Motion I hie anam ng pmnpol. tM„Yal,m Provideo Moral MMrpmnp lne.Nan,lnmmnenbnosurs, an veualmsmsystm Common aPpurauon,Inclm,pumppambers. Gump qunpbMlns.lmya nsy5bm,,mnhsbre sgImeb4en,. 1. Enclmuemm,,aIDXIOx Oinclw(L.ax]saxtszavn). Cbai¢ d NEW t (ousel for hall iee), OrNEW Q(ubmmkN sd ltm m pPIC WIM rem mA"In Rat b OUMmr m PM M )s NOY: CbNrns,akLiM m•Y lnaemaJmuesm aM Gwga pmmtl layout x. Mepmbcl cmlp m PUMP by prommilMlrealaAnlnrrea. 3. NOAs Ciftu mr manmlpmn PUMP nm and nNmelpo,m). 5 GmenPUMP R Bosh poapesMPmoubol and PEI S. Omen Pump Ron M MMI) anuses sump ,mMfr Wk). S. emecton R(mtimN)provge Wmpeemmm� adbrarcntlrtull Nmeon 3. Fmund Lugs O. Seems COlOMrm I' i1pMs(m WLoalmam awb l Owl an l NOW) so sb. E: sM Alum CaMa,L iN he NMI iMMMU l nowl NOW NOSE: Stllanetic a locMcp [ISIh IM psrelmenWsun m2r. - SiANWMD MAIM MFYAGF 11. Faid NOW: 1 aymenA" m,,I AlAssay3(ON visuMrim mnNtiavi L J Nob: NEMP)M Maas wa lmofaw window Inw Ma peaxn. 13. AllWri Mom gmlemalmlawamlm olslaim mmilan (SOmNdNWl MwMl Sbown ISS1NYlYSP NOW, Nom: ,Al 1 etab uE5ms m In&maIlYS fth SII purzN k IS, W to be 1]. ESYmrPbs T ,n a allYnusnlmp Allan Fam aMl ly tMo at50 M Mom m m aRnalln an all mnpl0on, PHlln euldrepmlly reaatlon® al mnbihin la Wsml. cM 1. Sam SlRnm WMY(MOUM on"M NMI), LMI® NDIE:NMl options baamOM. / En4le coMml sy SQMN and mrptlna) IM VL Limed m mmtaM/m eamai IMusih sakh atanmms / Ooal Mass Oni m Or the l)NM SYMes vq can a / ManbaN Plc WInClW Mime 301 WE Sg MUMmi `mMml swACM / Complete wM IUPSim lmbilwNn lnL ,ono / Frvryear4mlkE meanly Rho us PO Sm 13(h Dismiss la•q AN 53502 1E ()Vli-1.ItSaM]-131] 1-218-4146 FAA SEE BACKSIDE FOR COMPLETE LIsiING OF AVAILABLE OPMNS, mJ' msmmee,erv¢�NeManbuamm SEE PRICE BOOK FOR LIST PRICE. N .$)eA aE cS 122 n C MODEL 122 Y RMC/UAGE ®E- Mm NG wae�es°mp tsMnrea an mw.ieai4n4aMml �WHCLOMIPEE�IINGJ E= B.AHme , "E gym; w Ley R PNLULLOa0AMP3 T o6N FU a -x PIIYV 06GgIEG(5 0. TY HAPK"TI �:. •p.m no, pump up lw4m„Wpml ENu UREG * o p.,d��„,m.� " ..v�...mp.q.,., b ic � *A o»m a�ae BOB � BftW .° 170 a,E�>..., 0 0 IBB OF Ao a __ --.._.-._ ® , _ ,ox o ' „�H p .,.. ..pgmp,.BE.. o. .m.q.q��..,, "'.;Ewe" ,p, Lp..�. .gym. . M.ryaa.,EA flstlJNu111MWN .tiP!rtHgapYW COMMemCW WP/1 SAMPLE MODEL _gl] W 9 0 4 H 6A 9AC 17A Ppmt khA lNm, �� OpYpna. E�pza,imn am1a.M�m�. LEalpmlMnlehlpgeYmp Private Onsite Wastewater Treatment System Mound Management Plan Pursuant to SPS 383,54 Wis. Adm. Code each Private Onsue Wasmwatcr Treatment System (POWTS) Shall Include imbrication and proentures for maintaining the system within the parameters of SPS 383 and 384, and the conditions ofapprovai by the department, agent, or govemmental wit. The appmvd plans and perecirs for Ow system will be filnt with the county wring or health depmnnwt. This maagement plan complics with SPS 383,54, Wis Adm. Code, the Mound C IaNaat Mmuel for Private Onsite Waamwater Trea rent Systems (Version 2.0) SBD IM91-P (NA1/01) R 10/12 and the Pressurre Distributes Component Manual (Version 2.0) SBD 1070&P (N 01 01) R. 10/12 Table I: System Design Specifications Sanimty Permit Number Numarof Bedrooms - 12 fteo Flow GPD) 18W Soil Abso 'ou Com tSim .A 1201 BfPuem Torch Trick uj Gal. 400 gal. InstantChamber Uapacity Gad. 252246 a.total T of Wastewater Pretreated Domxfic Pre -Treatment Unit installed stracmre f100TSYSTBMS II-6041A - - Table 2: Soil Absorption Component -Limits of Reliable Operation Septic Tart: Cam cat SoilA OnCorn ant Desi Flow-Peak GPD cn 600 erstrune 1900 Mra.Inflant Pmtitlesis NA <118Inch Meximmn BOD 5 (mPJI) NA e;3()maA Mmoimam TSS (mg/1) NA _ NA- 5 junits 1 Maximmn FGG NA Table 3: Maintenunce Schedule Septic Tank lun at and/or smite not, ev 3 errs — Dose'1'ernkln-Lim Pilmr Should inspeomova year ant clean eve 3 Poor Clamber Ina t once e 3 years Soil Abson Sinn Con Want Flush lterels 18 monde. HOOT SYSTEMS H-600A - Service every 6 months for first 2 years. Then aanually thereafter onvntemvcea teem. See attached. Pake 9 of9 a, b+c S hem no crime our shall be maintained by an Individual cenlRe t to onsele seµln m,b under see, 28148, Scott no contents of Are wµic Arai andI the disprsed of an accordance with NR 113, Wis. Adm. Code (Smiting Septic or Holding Tanks, Pumping CM1ambers, [Brace Inremepms, Seepage Beds, Sttlmge Pit; Seepage Trenches, Privies, or Portable Reswwns). The spending condition of the septic thank and cartel filter shall be assessed at least once every 3 years by inspection. The sutler filter shau be cleaned As necessary to ensure proper operation. The fiber oriental should And be rerni unless Provisions an, made to reain colid, in the tank th& may slough nRtM fiMr when remrnN from its enclosure. IfiM1e filter is Wuiplad wilt ern glary the Sea shall be serviced if the damn is avEvand continuously. Ina mirtent filer darms may indin.ac wr6 claws Oran impendingwntinuousalmm. Theseptictankshadhave its contents moved when the volume cfscum and sludge In Are tank exceeds 1l3 the liquid volume of the tank. If the coteamta aide tank are net removed A the time ofan assessment, maintenance parser eel shall advise the owner of when the next scree nears to be performed to maintain less than maximum wum and sludge accumulation in me tank. Pump Chamber The pump chamber also requires monitoring once every thme years or the 6me of pfobinn, complaint or failure. Inspection should include checking the dose rffie, volume and f c uen y_ Warmi The dow curative may fill deem flow continuing during pump malfunction or power outages. Uulagedosewbendmpewawmesonorwhm NepumpismMiredmayrvuwthe dispersal system to have problems. In this situation, the pump chamber should be pumped by a licensed pumper honam pump cycling maim, or other mani shall he usM to dose me omlvnenl with only the groper mount of influent. This may include manual operation oftne pump runnel, until such time the pump chamber has reached As normal level. Note: A Simteeh STF-Io0 effluent filter will be installed in the time tank for each force main to provide the filtering of the effluent to the a ispesnel ten. Septic conk and Pump chamber owns, access risers and covers should be responded for weer rigidness and soundnum, Access openings used fur service end a asoment shall be seAM watenigM1t upon the cmnpldion ofsmiw. AnynpeningdeemNunsom4de&aive,orsubjmtto failure must bemplaeed. Expect access openings greeter than g-inches in dismeser shall he secured by an affective prima deice m prevent overturned or commensal envy n Are trod: Warning No one should enter a septic a what comment or holding bank for mry reason without being in All esmplienee wiN OSHA mallards For earcringa confiucd space. The annosid ere within the Again ormhertrtatment or M1olding trek may contain (tonal gases, and rescue ofa fiction feat the interior of me trek may be diRCAt or impossible. Tank abandonment shell be resonance with SPS 383.33, Wis Adm. Coale when me trek is no longer uxd es a POWTs component Page 9of9heb+c Soil Absamtion Communicant the soil sycamore, component serving this immune one is designed to accept domestic wastewater from a residential Solids. The limits of operation ofthis component are shown m"fable 2. The longevity, of a seal abarption component depends greatly on poper and timely maintrnance, mad system use within mbelowthe lwimofreliableopervion. (hadwmerwnservation practices by all ocwpnm and th metallsom ofwmcrwmwirmg plumbing flmnos are key, factors in attending me useful life of this component. To. ail Aluminum turnaround's operation manage mssusttd by inquichon at least once everyI )urs. Intend turn ups are provided atme ends ofthe Islands fmthe purpose offluthingthe lines of any slide flushingthese lines should ba done every 18 months. The inspection shell include xon ing levels ofponding, if say, in the observation pipes, and visual imagination for any evidemaofsurt ediscbmgefromthecomponent Can sReply sloping sites, mere ofermom should be identified and repented in the owner for rapair. The turbine discM1mgua of domestic wasewmer or sewage from the system is prohibited get considered a human M1ealtb mand. Tmlticaroundorovertiesoilabsmtioncompetentshould�woid pvticuWlydurdg winter mantis. The vvm archom or removal of show cover ova the component any mud to hydraulic Failure by freezing. This type offailun, is usually temporary, but is difficult or impossible to repair until weather conditions improve. In geneml, soil rumpr mion over this component will reduce diffusion ofoxy8en into the soil had disposed cell, which may had to more immune, and anal clogging of the soil. claming of deep rMM vacs and sbmbs directly over or within 10 feet of me component should M avoided since root invasion into the component may arsonist wastewater flow. Contingency Plan In the ase of septic or dove tank component damage, muares al l be tden to repair our replace tie tanks to them original operating condition. Problems with tie pretrenhmnt wit should be increased tome IgWTS Maimniner.IN wi annual inpatient should prevent any wmplett failure. Should fntluss ofine distribution cell component happen, the svmem shall be impatW to determine the cause of failure, oflluam quality testing and wastewater flows. Steps taken to repair or nPlecc the disposal all may involve the removal on bill which would rtyuim cleaning or replacement of the distribution network as well as replacing the announce sysem and clogged pinions of ma sans fill. Comlwnent Owners Contact List Keith Knudtam PlumberlAifl Maintainer (651)4'10-1]3'1 SC Croix County Zoning 715 386-46811 Wiese Cmmemt'fadvc6 Melds Roek Wf 800)336-3416 S 'c Purn er - Powers Scotsman 915 249-5Z38 HOOT SVSIPINES LLC HddOA 888 898-4668 Page 9 of9 a, b+C MmieBL¢fib9al5dalyaB RW YmY6n4a pbinmlrNwy6uva SOIL EVALUATION REPORT 43419 Pp¢ l N 3 In avaEern BMi sP6385, Wu.g9n,CWe F9A4omCST uunmwnmm olrm Pmn Inpnp Wmm en"i poor(w),or .Mm1'r,. w.rortvallMlmmm�plMrcmegait(sMl airµama�w puemlYgo, uzlem nin amtl¢¢rce w yy.Croe Ilo. vAwB er3rnwm/BwwwB. bnnmu. 6taRif a]fimG .re.aBW Dole Rwemore. 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PEDO WICOUNTYRWoc SUITE 2E05 FOSEVIL E,MN 55113 REND. 9 a 9 01s zo 9-�8- ..wM� Rm6,1.Ea TEE Deew Field Eexmovi N OBECal bertm es Exhibit A i= b=reby aWarriud tlw L?t—dey ofAugm52019, by the WEE; Fri Fem RmdHityl Pm2e,1y0ii eFX,Ltio4 luc.. a Wiloi w1lio,k o:gpS ry R011.NG FRILLS FARM Rb507BNML PROPERTY OWNBRs AssexcunON, ES: BY leowd3 .Preeitlrnl m. cO1MTY 0FRAMSEY ) P=twm illy Paw WAS, me [his fL dey of AU4UST 2019, the eb0rc mmel MIMS l iDn Feem Reeilar Pm2eNy0wmu=AasmcwJQA FIG. a WiecomN am- slack mmryonlimq byi resWamt bmxDxbe We pmmn wb ewcoktl the h,eyoiug weumat evd eckoowledged We aeme Natmy Publk,ElepY h MyeommieelooegEm: LNJUJ 31 Ra{O This daumw wev LePed by L0MM@IA9O0.eA ]xogoorb crmEn°� Ii RL Emr, µohm OmWvie Sent 16mdingsu1m 210 ""ee0 400 swom semen swat _ Ianu9ry]h 2020 HVd Wl 5416 brtuJAla®eumm MI0.EW PPSI mmw,amivmn St Croix Qwnry 1087295 Page 1 of 2 for comer commor con, safte, EXHIBITA 4(ETCH OF DONN FIIOD EASEMENT NO. za FNM.TWN of"YwMMOND 5I. cJ*IXI mu1 WitmofXSM. u.w a'"G"4` nNumet mys access .Cou;`."t•Comer 0 pie or and the and of them measommor closely demarcation mrsdb °�.ine a di�. up IONIC feet to the PI It . ap°.,e °�.. i�..feet or a:.°ona. wmeomsrcmo. the Santa I amposamem, do .::'m°:m Fort w�°Francesconi�ras a pare'."parrect. 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