The URL can be used to link to this page

Home My WebLink About008-937-01-4108-SAN-2023-002 �'`' Department of Safety c°°°�' � � � e - & Professional Services, r` , f = Sanitary Permit N m er(to be filled in by Co.) �g , Industry Services Division � ,��,� 3�� - _ � Sanitary Permit Application State Trdnsaclion Number �l [n accordance with SPS 383.21(2),Wis.Adm Code,submission of this form to the appropriate govemmental unit � �'^�"`""��^� � is requued prior to obtaining a sanitary permit.Note:AppGcation forms for stateowned POWTS are submitted to Projcct,4ddress(if difTcrcnt than mailing addics� O the Department of Safety and Professional Services.Personal information you pmvide may be used for secondary ��g�'N Y Q d � purposes in accordance with the Privacy Law,s.15.04(I)(m),Stats. I.Applicatioa Information-Please Print All Informat'son a Sy 8 5 Property Owner's Namc Parccl# ao � 370/�I,Io$ Property wner's Mailing ddress Property Location � Govt.Lot City,State Zip Code Phone Number C � �y � ��/.,�SG �/,> Section� % lI.Type of Building(c eck all th�t spply) Lot# T c3� N R_ E o �l or 2 Family Dwelling-Number ofBedrooms ,3 1 Subdivision Name X � Block# ❑Public/Commercial-Desc:ribe Use ❑City of ❑State Owned-Describe Use N� CSM Number 3 $! 6 3 ❑Village of �Town of C1 III.Type of POWTS Permit:(Check either�New"or"Replacement"aod other applicable on tine A. C6eck ooe box on lioe B.Complete line C if a licable.) A' �New System ❑ Replaeement Sys[em g y ( p ) P ) ❑ Otl�er Mociitica[ion to Existin S stem ex lain ❑ Additional Pretreatment Unit(ex Iain B' ❑ Holding Tank ❑ In-Ground ❑At-Grade �Mound�rsC0I1� ❑Individuat Site Design ❑Other Type(explain) (conventional) C• ❑ Renewal Before ❑Revision ❑Change of Piumber ❑Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV.DispersaUTreatmeot Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Kequired(s� Dispersal Area Propose (s� System Elevation o � _ °z'�` o �5 � .s 5t4.�s. Capacity in Total #of Manufacturer Galloas Gallons Uuits a� V b„ � � Tank Information a� u � New Tanks Exisang Tanks L o ^ � y p^c c`�'v a, U (n � v� u. U a. Septic or Holding Tank r�+ p�p �`e s X DusingChamber �OO �� 6� V.Responsibility StBtement-I,the aadersigned,assame responsibitity for i�tlatioa o[t�e POW'I'S ahown oa tge attached plans. Plumber's Name(Print) Plumber's Signature MP/MPRS Number Business Phone Number 0 � I� � � Plumber's Address(Strcet,Ciry,State,Zip Code) �� d M`�` .� VI.C u ty/Department Use Onty �Ap ro ❑Disapproved Permit Fee Da4e Issued Issuing Agent Signature / � ❑Owner}Given Reason for Denial $Y�•� , I� �"�`� ��"��x�"'�('��"� Conditions of ApprovaUReasons for Disapproval � � _ � . _ , 1�� ° � �� ► �..�..��.. � . � chk# � JAN 0 6 2023 .�?�-,�� — �- � ... � � � S�' � 0 " c�r.> ?.►�,�, w��- t�� *t"_'%� ,.� AWYER C U Attach to complete plsns for the system sed submk to t6e Couoty ouly oa paper oot less than 8 t2:11 mches m s�ze y N�� SBD-6398(R 03/22) NO R�FJhDS AFTER IS�U�OF PER;V;IT Wisconsin Department of Safety and Professional Services — '� Phone: 608-266-2112 Division of Industry Services � ` Web: http:!idsps.w_i.�ov 4822 Madison Yards Way - � �_ = Email: dsps�wisconsi�i. ov PO Box 7302 P Madison, WI 53707 S Tony Evers, Governor -�;�, Dan Hereth, Secretary January 4, 2023 cona�rio.�auy APPROVED DEPT. OF SAFETY AND PROFESSIONAL CONDITIONAL APPROVAL SERVBCES DIVI5fON OF INDUSTRY SFRViCES PIAN APPROVAL EXPIRES: 2025-1-04 �,�,�,,� ��"""`� Plan Review: PWTS-012300018-C SEE CORRESPONDENCE Kurt Brown 233 N Hwy 40 Exeland, WI SITE: Ausen 2285N Y Road Sawyer County Town of Edgewater NE '/. SE % S1 T37 R9W FOR: Description: 3 bedrooms-450 GPD — 20" to GeoMat Mound Manual — (May 2022-2027) limiting factor— Effluent Filter - Pressure Distribution Component Manual — Ver. Maintenance required 2.1 (May 2022-2027) --�-- 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 any component manuat(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: Reminders • If using the existing septic tank, it must be inspected for watertightness and structurel soundness, size and baffles, and must be brought into conformance with the requirements of ch. SPS 383, Wis. Adm. Code. • The mound site shall be properly prepared prior to plowing. Any grasses longer tfian 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compacfion. • 12" of sand shall be installed between the contour and the bottom of the GeoMat product. • Orifice Shields are required. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.145.19,Wis.Stats. • Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec.145.20(2�(d�,Wis.Stats. • A state approved efFluent filter is required.Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copv of the approved plans,specifications and this letter shall be on-site durin�construction and onen to inspedion bv authorized representatives of the Department,which mav include local inspectors. Owner Responsibilities • The current owner,and each subsequent owner,shall receive a copy of this letter.Owners shall also receive a copy of the appropriate operation and maintenance manual(s)and be responsible tor ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s.SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes.Reports shall be submitted at intervals appropriate for the component(s)utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, ,J'a�u.c�/�o�ul�y Joshua Rowley POWTS Plan Reviewer,Division of Industry Services (715)813-9111 ioshua.rcwlev�awisccnsin. ov ---, GeoMat MOUND AND PRESSURE DISTRIBUTlflN COMPONENT DESIGN tf�lDEX AkAiil T1TLE PAGE Owner lnfo Pro}ec2 Name: Wayne arxf Paula Ausen Conditional/y Owner's Name: Wayne anci Paula Ausen APPROVED Owners Address: 1796 235fh Ar+e. DEPT. OF SAFETY AND PROFES510NAL SERVICES Deer Park. �lV� 5d007 DIVISION OF INDUSTRY SERVICES Property InfO `�� %�'�"� Property Address: 2285N Y F�d. SEE CORRESPONDENCE Exetand. W! 54835 tegal Elestxipfion: AiE SE S � T 37 N fZ 9 W i'ownsttip Edgeav8ter County. Sawyer Subdivisian Name: NA lot Number 3 Bbck Number. CSM#' 7/308#148& Parce! l.D. Numbet: 8937014'!03 Ptan Transaction Itlr�.: !nclex Pa�ges Page 1 Index and title Page 9 Tank cross sections Rage 2 Data erttry Page 10 Site Diagram Page 3 GeaMai mound drawings Page 4 Latera! and dose tank Page 5 Distribu6on med'+a Page 6 System maintenance specifications Page 7 Management and contingency ptan Page 8 Pump curve and specifications Kurt Brc>wn License Number� MPRS 224281 Date: 12/14f22 Phone Number. 715 943 298$ Signature: �� Designer Stamp: Stafe of Wisconsin A�proval Stamp: iJes�}rmd s'ursuanr to tt�e Sy rgy Sysiems LL_C., GeoMat Mound Component Manual (Edition 1, 2017}, ;N. 4117), SSVVM tication 9.6 Design of Pressure Distribution Neiworks for ST-SAS {QS!$i) anci P e�ure Dis "on Component Manuai Ver. Z.0 SBO-107�-P (N Oi/0'I, R. 10112) Update information. GeoMat Mound Edfion 1, 2Q17 Page 1 of 10 � Mound and Preasure Distribution Component Design Site information R Res�nai or Commercaai Des�gn N ISD Requi�eti� 300.00 Estimated Wastewater Floar(gpd) 1.5D Peakirx,�Factor(e g t 5=t 50`h) 450 DO Gesign Fiow(gpdJ 12.OQ $itB SIOpe(°/a) 86.30 instaikation Contour Line Etevatian(k) 20.06 L?epth to Limiting Factor tini o.so !n-situ so��App�icatia�Rate(gpd/fl } 65.04 Contour Length Availsble{ft} Oistriisutian Cell Infortnation 6.5Q C�F#W�dfh(fl) 45.00 Deszg�er tr�,ui CeU Ler�ih(ft) 2.OU D�sat Ceti Destgn L,�fing Kate{gpolttt) f A5 6Gt Esispe�sa+�e�l��ngttt Reqanred(fts 2 fnfiucnt�tYastevra�rQueiity�4 or'2} Pressure Distr6bution Inforn�eation E Cenfer or End Man�`ol� Ase the�aterefs the highest aoint r�-- 2,fSumOer of Laterals m the d�stnbutKm Y 3 25 Laterai Spac�ng(ft) networrc� p Forcemain Drainback(gal; if N above,enter the eEevatirne{ft) d.50 Forcemam Fitter Loss(ft� ot the hfghest pomt. 1.50 Forcemain D�ameter{m) 6Q.Q0 Fatcxrnai�length(R) �the farcemain drain back? N 85.U5 le�sit�Pump Tank Elevatiort 4�) 0.188 Orfice biameter{irt){e-g.L�25) 3.00 4rifice Spacing�ft}= g]5 ft;lorifice ' 3.25 System Head(ft)x 1.3 �.66 Ver!ipi 4�ft(ft) 2 t6 FricEwn loss(R) 7.�7 Tcrta!Dynamic Head(ft) 27 fi5 5x Void Voiume{gaii 2 F 65 Minimum Dase Votume(g�) 19 6& S�stem{3emand{gpm) Diameter Setection laterat D+ameter Selection Manrfo#d Diameter Selection in dia optiorts choice �n d�a opGons cho�ce 0.75 1 25 x x 1.QQ 1_5C 125 x x 2.Q� 7.50 x a,pp 2 60 x 3.00 x Manufactufer isrEomtiatiort Treatmeret Tank krformation EtfluerfY Filter tretormstian t03U CrG� Sept+c Tartk Capac�ty�at} 1_ifet;me fiiter LLC Fs�ter tvtanufaCurer 5kaur Prt:tasf t�#a�sufat4z;rc-r L3';,33 ��g�r{y{�ry� Ehoee Tank lrrfcstmatioa GaUan�lktth Gafcutafor 5aa_ot� r�o5e�ra„k caa�Y tga�> Tot�rar�c�a�ty sg�� s.a7 tk�se rar�i vniume f9aUR) Tatat workan9 L�qi„�Depth ftn'� Skaw Ptecasf flRarsufadurer ��gaV"m(enter resuft in eett Ck7seTankVo�imie) Project: Wayne and Pau1a Ausen Page 2 of tD Mound Ptan Vi�w — —t �� , 1/�� Observabon Pfpe !_1 _� — K 6 A � W t. . t � B -----. � I � � L � Mound Component Dimensions A 654ft E 13.36 +n H 1A� ft K 8.73ft B 45.t30 ft F 14.25 ir } 13 13 `t L 52 47 ft D 4 QO in G 0 5d ft J 4.46 ft W 24 A9 ft 292 b0 (ft`)Dispersai Cef!Area 883.30 (ft2)6asaf Area Avaiiable 10 Ot3 (gpolft)Liriear Laading Rate 4.50 {##) 911�B Obs. Pipe Placement Mounc€Cross Section View GeoiY{at Dispersal Area � Observation Pip� 12"AS7M C 33 sand as j GeoMat required for Geo Mat -i Distribution Cell compon�nt GeoMat+12"ASTM G33 sand �H G 98.$2 Finish Grade - CcvPr Material 97.71 �ateral Invert Elevation " � 96.63 Dispersai tell E Slope 12.0 Elevation Contcur Elevdtiqn 96.30 `TiUed Area � Forcemain �'�--- In situ soii ---''`� in situ soil Shading Key " I � Topsoii Cap - � Subsail Cap � Q AS7M C 33 sand{F� i � ASTM C 33 sand {D) � � Tilled Layer n 0 Geo Mat See det�fs on page 4 fresr number,size,and spacsreg a3 taterals. Project Wayne and Paula Ausen P�e 3 of i0 --- —, GeoN4at Q'estribution Ce�i l�dia Layouk t^s 5o can w'�,(rty �ss s�d8was eo�a�a�{�� DisMbution Cetl Cros+s-sectiort Arrant�emeats � �� C�nponent Legend � Distnh;ftwn Plpe w�h Pressure laberal L...3 Orifice Sh�eW � Turnup Endnsuse ^———— Pressure Laterai ('�eoMat�s co�ered su�h appoved geotezbFa fabric as per t!�the�produd app�ove� Distribution CeII Ptan View Layout-Typical 6.Sf? Cell lAf�tls-A(R) 45.06 Ce{i Eength-B(ft? t..,� _.�. _ ...... _..... ....a .___ .,.. ...... ..,.._ , �. .,..,._ ._. � — �,..,_ � r.. .�... � _.__ � ...� .� ._ � _ .Y ` �. .� Typical�ispersa!Celi �� DistribuLon tateral !_�--�`�Qrifice St�ieid �� ^ �__�--� Apptoved Infiktattre�abric � Ge4Mat � - . � \ Camptxsent � Infif[rativ�Surfate/Rtow.L3qer k-- ----------_ Observation Pipes Shading Key / wxer TqM � � f i r_� Topsoii Cap ;�ktr�'"�e a�/ 3�Mm��.. ;;� � � Subsoil C�p �,� ± � AS7M C 33 sand {F} � � ASTM C 33 sand {D) a��m � ��N+� �I.�N,�, � � Tit{ed Layer � "a —� rsc• �- ♦ (� �_� GQO MAt +e>s.`. SB8 tlEf8d5 On RagC 4 fM M�.StZC.3rM3 3p9pt�g 47f ta�rdlS Project: Wayne anC Paula Auxen Page 5 ot 10 AAound System Maintenance and Operation Specifications Service Prov+der's t+iame Gtt�at 5eptic S�rvic� Pha�e'�15 49t i 1'14 Pf��S Regulaia's t+lame Sawyer Coatny Sa�srtary and Zonir+g Pharte ?4�+634 828$ �tem Flow artd toad Parameters Des�gn Flow-Peak 450 gpd Maximum influent Particte Size 1(8 in Eslim�ted Flow-Average 30Q gpd AAaximum 80D5 3a mg/L Septic Tank Capacity 1039 gai Mabmum TSS 30 mgl� Soii Absorption CompQnent Size 292.5 ft` Maximum�OG 10 mg/L 7ype of Wastewater f?omestic Maximum Fecaf CaiEform t0E4 efull0�mL Service Frepuencv Septic and Pump Tank ins ct andlor service oncE eve 3 ears Efftuert Fitter ins d and cfean as necessa at leasf once eve 3 ears Pump and Cantrols Test once every 3 years Hiarm Shouid fest periadicalfy Pressure System laterais shautd be ftushed and pressure tested every 3 years Mound ►Rsped fer por.din�and seepage ance every 3 years � MiscelFaneous Construction and Mate�iafs Standards 1, Observa3ion pipes are sbtted and matenais conform ta Tabie SPS 384.30-1,have a watsrtght cap and are secured in as sho+nm�n the Synergy Systems GeoMat Maund Component tvtanual Version 1.2017. F, Dispersai cetl media canforms to Geolvlat products approved for use with the Synergy Systems GeoMat Mound Componeni Manuat Yersion 1.2017. Media is Covered with an appruved geotex6le fabriC. 3. All gravity and pressure piping materials confoRn to!he requirements in SPS 384.Wis.Adm.Cafe 4. Tillage of the basal area is accempiisned with a moid baard o�chise)plow 5. The mound sin�cture and other d�sturbed areas wifl be seeded and mu�hed ta prevent soii erosion and heip reduce frost penetraticrn. Laterai Tum-up Deaii _ .--- -----_ _ _ _ _ _ 5-$"Urameter Finished Threaded Cleanout lawn Sprinkier i rrade \ Ptug or Ball Valve Box �� ,� tatera�Ends at Wsi Orifice vYhere �� Long Sweep 90 or Two �145 Degree 8ends Same Diameter as laieral :� � ; f.'� _....._.� ---__ _._. _ _....; � � _i_ � � Dis n�t 'bution Lateral ° latera!Cleanout � 2.1 Feet Projeci_ Vlfayne a�d Pauta Ausen Page 6 oi 1G ----� Mound System Management Pla� Pursua�t ta SPS 383.54,Wis.Adm.Code Gene�at Th�s system shali be operated in accordance with SPS 382-84 Wis.Adm Code.and sha11 mainta+ned irt accor4ance with its'compor�nt manua�s[Synergy Systems L.l C..Geomat Mound Component Manuai verswn 1,2017.Pressure Distrtbutron Component Manual Ver 2.0 SB�-70706-P(}y.pit01)and SSWMP Publ�tron 9.6(01!$9;)artd loCat or state rules Qertaini�g to systeref maintenartce and mamtenarrce reporting Sept�c and pump tank abarnfonmen!shafl be in accordance with SPS 383 33.Wis.Adm.Code when fhe tanks are�o longer used as POVYTS cort�ponents Septic or pump iank manMtote risers.aocess risers and covers shou�be inspeded fvr water tightness and sou�ness Access opemnqs used fo�service and assessrtsent shail be sealed watertght upon the compfeteon of service. Any openSng deemed urssourxf.defect�ve,or subject to farture musi be replaced. Exposed access openings greater than$-inches m tl+ameter shatt be 5ecured by 8n effective luckmg device to prevent 2ec:idertaf or unauthorizecf erKry�nto�tank or componerrt. Seoric Tardc The sepfic tank shall be maintamed by an individual certified to sernce septic tanks under s.281.48;Sfats The contents of the septfc tank shall be disposed of i�accordance with NR 113,Wis.Rdm Code The operati�condidon of the se��c tank and outiet fi4er sha�l be assessed at Ieast once every 3 years by inspec2ron. The ouitei fiiter shall be cteaned as necessary to ensute proper operat�on The fitter c:artndge shou�not be remesved unfess proviswns ace made to refain salids in the tank Ihat may sWugh off the fiMet when remaved from its entiosure If the fdter is equ�pped with an a!arm.the filter shall be seroiced if the atarm is adivsted wntinuously. l�termittent fi1[er afarms may indicate surge ibws er an impending contm�ttws a€arm 7he septk taMc sha11 have�ts contenis removed when the votume of sludge asxl scum�n the tar�k exeeeds t/3 the Gquid volume o#the tank. If the cuntents of tlie fank are not removed at the tim€:of a tr'oennial assessment,maintenance personnei shaN advise the owner as to when the neut service needs te be performed to maintam 4ess than max�mum scum and si�accumuiatlon in the tank Fhe addRion a biobgical or chemical addAives to enhanc.e septic tank performance is generafy not requ�red Fia�rever,rf such pra}ucts are used they shali I�e approved far sepcic tank use by the Wisconsin department of Comrrrerce. Pum�Tank The dosing�pump}tank shat!be inspecte�at least once eve.ry 3 years. AFi switches,alanns.artd pumps shafl be tested to verify pfoper operatmn if an effluent fitter is lnstaFled w4h:n the tank d shati be fnspecieC and servrced as�cessary. M tlre force ma+n has a weep ho�.d should be nated if it+s funcfwna4 dunng pump operabon.arxi�t not.rt shou�f be Ueaned `""`Ho one shoutd ever entei a septic or dase ta�k sirtce dangerous gases may�present that could cause death."" Mound and Pressu .�D"tstritrution Svste�s4 No trees or snnrbs shou�be planted on the mound Ptantin95 may be made around the mound's per�neter.and the mound�hafl 6e seeded and mufehed as necessary to prevenY erosion and te arovide some pratection frwn frost penetratian. Traific(o!her than for vegetatrve mainienance)pn t}'�mound is no4 recommended since soil compad�on may hinder aeratwn of the�nfi�trarive surface within ttte mound artd snow compaction�n the winter wdF promote frosi penetraGon Celd weather instatlatio�s(Octa�r-February)dictate thaf 2he mound be F+eavity mulched as protecxion from heezing tnfluenl quatity into the mountl systam may not exceed Z20 mglL BOD<.�50 mg/L FSS,and 30 mgjt FttG for sepbt tank etNuent ar 30 mg/�BODt,30 mgJL TSS.10 mgr FOG.anC t!>'ctu+'700 mt for hghry treated efRuent. Inftuent tlow may not exceed maximum desigr fbw specfiied in the pertn�t fo�this��sta�lation The pressure distribut�on system�s provisied wA�a flush'sng pant at fhe end of eacri latesal.and it is recommended that each lateral ts� fl:f.fshed of accumulated soUcis at least o�ce every 3 years VYhen a pressure test is pefiortned it shautd t�compared to the iniiial test when the system was�nstatled ta determine if orifice ctogging has occuned and i#arifrce cleaning is requiretl to maintain equai distributwn within the d�sper5al GeN- Observatio�Rtpes within the tlispersal ceU shal!be checked For efflue�st gandmy. Par�iing leve�shaf�be reported to tfie owner,and any Ievels above 4 rnches considered as an unpend'rng hydraufic failure requ7ring additronal.more frequent monaormg. Cgntinge�cv PEan ti the septic tank cx any ofi its components tsecome defeClive the tank or comppnent Shal+be repaired or replaCed to keep the sysE6m in proper operattr.g candfion If the dosmg tank.pump,p�np controls.atam�or related wirmg becames defective the defeclive companent(s)shall be�mmed�ately repaired or r�piaced with a component of the same or equal performance. tf the mound r.�npanent fails to accept wastewatec or 6egirrs lo d�scharge wastawater to ihe grourxi surface.�t wi41 be repaired cr reptaced in its'present bcafson by iriaeasi�basal area rf tos keakage occurs or by removing biolog�afty ctogged absorphan and dispersal media,and retated piping,anff reptacmg said components as deemed necessary to bring the system into proper operatinq con�itwn. See Page 6 of this p�an for the name and telept�one nurnt�er of your{ocai POWTS regulator and serv+ce prw�der. Project� Wayne and Paula Ausen Page 7 0#10 _ —. ,tiian2.�:m�w+ o�sss7_cw�e_soserses-�-�.ivs t�000x�000t � a � � I ~" �' ' w pUMp pERFORMANCE CURVE � ; � � MODELS 53/55/57l59 a 6-.� 20 � ; i t ; � ; � i . ; g � 15 ��_ � # z 4--� ! ! ` ' r 0 Q �U- - " o � t-- 2 ' S. __-----':_ _----- -- _—_..i_ _—'___— ; # � , , 1Q 20 30 44 54 GALLONS j ! I �- LITERS � $� 1� OQ9897 �LOW PER MINUTE h'�c>;:'+,nv::�.zoeilerpur,p=_com�wp-r.cn;entrupioadsJ2U22f41/009fi97 Ch:roe_SOSenes-1-1-1P9 1/7 �� WARNI.'JG D�AfH h�L1Y GCCUR If iiJNK�S ENTFR�D � sKnw�000�a�e � Q WtTHOUT PROPER EQUfPMENT i � i � �--- 7f1 QU i NOTE:SEf_�lNNEK WAtt,f'H(77'i)<iN'fHE"EXCIi!SIVEl.Y A'1'SKAW 5"PAGE, i i i i i i i i i � i i i � i i � � i i i i i i i i � z � ' � �_� �_�`� �-�-�_.�-�W ��-------------------------------� `"DO��' 27''�' 2Tt0� OUTLE7 ENL7 VIEW OF TANK � —..„r�------- �2a ta-- ----2e oo�r. 5 00�� ___,.�.. �—i r.>:�o— ,+�� -zu; —� z.00 _. w�e� -----�/' �v.uo .,� our� Li" �.,�►a U1CH 7 00 18 DO �IN^H PRf"SS � PFFSS SFAL GASK@i ,:�;ti�i1. 7NSTAf.LF_L1 nA.4KC-7 I WHEN PPUREU /� I �SAFFLF i'fLTER / 39 UO � �� SECTION VIEW(�F TANK AND COV£R —''°C Mode/Number.� 7�0� � 6�� SKqW paE•�'QS'T Phone: (715)967-2277 Approved for: SEPTIC:'SEPTlC,SEPTlC1PUMP,SEYTiCiSlPHONORHOLDlNG Tall Free: 1-8Q0-924-8625 Wei hf n e �m. u et rm. �� p� ��1 �a� o��? Nam. Cap z6255 1 QSth Street, New Aubum 9 4 P Wisconsiiz 5a757 Fax: (715) 967-2707 73,050 lbs. Q4„ 42„ 33" 1 G 47 642 33 gal. www.skawprer.ast com � WAYNE AND PAUTA AUSEN � � 1796 235TH AVE iDEER PARK,WI 54�7 � SITE AUQRESS: 2285NY RD I � � EXElANO.WI 54835 � SCALE IN TESTEDAREA: 1"=40' NE.SE,S1.T37N,R9W Y RD ° StTE CONTAINS 5.3 ACRES. SITE IS UNDEVEL4PEd AS Qf F'ftOPaSED BUIIDING SITE IS APP 240' �t/Z7/z2 �� W!O Y RD. B-2 �� 1296 PROPOSED ' � AAOUNO � �.� i✓ � �r ,,* B-3 .. � B-1 p � ❑ � s ! ! •BM i � � i / l ' � / ' FORCE MAIN r 45.� +' R�3' �' oR.wAY ��' �.soo c�. CaIAB-TANK PROPOSfD HOUSE 333' t EIEVATtONS BM=100.0'.MAIL iN 12"DtR.MAPLE TR�F 8-1=96.65' B-2=33 65' B-3=93 85' PROPOSED HQUSE El.=APPROXIMATELY 100.55 FORC�MAIN TO DRAIN TOWAR�MOUMD. PUMP EL=100.55'-2'(BUILDING SEWER DEPTH)- 3.5'(PUMP DEPTH)=95.05' ABSORPTION AREA UPSLQPE CONTOUR _�-3' LATERAL EL=96.3'+4"{Dj+13"(GEOMAT COMPQNENF)=97.72" DEStGN FL01!�!=4 GALIOMS PER DAY SIGNED _y1�L2 . 22d281 -'l--