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HomeMy WebLinkAbout002-1052-20-000 (2) so DCUa-r ent c'Co--Mcc PRIVATE SEWAGE SYSTEM o°rr' St. CrOiX Sn'ct-, ar'J B.iilcing D~vi9I,nr INSPECTION REPORT S ,talyPc-mitNol GENERAL INFORMATION (ATTACH 1 o PCRI~9IT) 600396 Stale Pla'I ID No. Pae.r ra nl;;...uatic" you F~awne n:ay be as•d 'c- se^araa•y our:.+o,e; IP-v.In- Lnv,. ; t`... J= r' lr rn.',I 3077237 ' PCnIr llulcur s Va'-e City VI age Ir ee'tlsh P Pemel Tax Nc David & Patsy Gerber TOWN OF BALDWIN 002-1052-20-000 ;,ST RM Fee I' W W L e R&I DP_i0 "t, _ Secuen+i p,vn!Ra'~gn~➢,1~P rvc /6G l~V G5~ 22.29.16.320B TANK INFORMATION ELEVATION DATA TYPE IIANUFACTI)l CAPACITY STATION BS Ill FS ELEV. Z. Ito /62.1 d ,clll Ic ~ HenchmarR Dcsmu y}1 ' In lfr~ / ~1-rr>` - S SI C~ t BEY d~ 5; . n. 0 .O 2~Z • Ae o ~.-.1 J-!. -7.v.G~ RIGID Se•aar t He ding SNHI Inlet TANK SETBACK INFORMATION SVHI Wit!! ` 97/ I ANK TO k1 J6 r 'r'JFLL BLDG. :art Ic t Ir4~kc ROAD Ilt Inl2t ~,b~ 91j ~7 Septic 5-7 Ot Bottom 9.8 J ~ `r2 •3 Dcsrig Qu / ~c 3 Header*.Ian. ~l. 9$ . O~ Aeration v 7 93 I Ust. Rpe '7, / y 98 • a t Ho~omg ~ Bdt. Systzm 99. -7z 3$ 97.7 Final Gradc PUMPISIPHC,J INFORMATION 99•d( Idanafal^uiet Uemand St Covcr Za GPPA Ia1u7c: Nurnt:er 3r. - TDII Lil~~ Frictic~Los :;Tslern Heat tU~a St - _ For.:emain Length 1 DIa2- Ih~a:cb\`_II `2 SOIL ABSORPTION SYSTEM yJ BEDJRENCH v;ic(r L•:: ngl' h Nc O' ^rhe PIT DI/~E\NSIONS No. 7 Pis Inside Dia I e.nd Depth DIMENSIONS i S 5a e x SETBACK SYS I EM TO P:L BLDG L"JFLL LAKUSTREAM LEACHING t.tanutacmrer INFORMATION CHAMBER ORS Type O' ` xlem UNIT btadel Nom _ DISTRIBUTION SYSTEM Henderh'anfal~ ` pisPiC..tior ♦ xHUIe S.Te x. IL.I ' 3 Z S J• 45 1 ✓ 3 ZL s rr os~_yy vc•, Airln c.,,. t D ,3Z Z ;L I-erp:h ' C a l c"a;h ~ 7 DIA Spacing_ ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only 'O Dc PtlIr' r Depth:^t" x I:[•pr. of xx SeedenC:r.7ren .x <uL.lrhrtl Bea:Tr n _i,.r qem lr,nch Edges >Psc~ f a N, c.> N^ 1 1 COMMENTS: ;Ind.1de code d sc iepencies persons present, etc i inspectiotn #I ff , Z3/- Inspection k2 Location: 2.181 gliTH A`✓E Q~ J'. C r (nS µ1 ~/II, r ~.~C tier I ; A't Blvt Desc'iphu-i = Qn • la V1M1 S i~.\ J`- V ^ 6~0 3 Gh. -aeY Pre ~J y 2.) BI dg sewer length _ r j--\ 5 IOw - amount of tcczr - s .S ` ~ 9 J ~ , Jr J Plan then si Rfor add Yes No Z`{ I$ /(j U3 . 17 Use other s~tle for additional inforrnatlor. I o \ U 4~ < I SRU ST•d iR alS'1 I:Ate IIM Gn~r9J~iPaWrv'-__.~ Ger[. Vc artl:~ ~o -a 7 ;,ray n n Cl r count, 1 _ Safety and Buildings Division - s 0 201 W Washington Ave P O Box 7162 I S F I M1ladisC N.'I 53707-7162 Sanitary Permit Nurnher Ito be filled in by Co) S MAY 0 8 2018 G 66:3 9(o - (off 'T ,t T{T ~I I' !1 I~1 .-wI A pnllC State Iransaenon Nuntlw! "••`h u~F_ I Is axored p unF . ct lhb turn :u :nr appropnule 90%emmcntal unit 36-7-7 z3 is required pri>r to ohtaminc; w,,,•, \ Apr],,,,,, Imms for t+tro+, ned POUTS are whmitied to Project Address (ifdit7ercm than moiling aldrcv) the Ikpanmrnt or 1a1m' an,. Prc c, Tonal s, r, a Frr,enal nlCmation un;: p•m lde ram}' used for secondary r rAp n ac otdancrwlthn Pmla La„ a 15 1 (Iliml sWt, 9oJ'(.~ I_ rpl ~lICalion Information Please Print UI Information Prcptm nuns , Nzmc ` / Parcel IF _ Pm (hn:u - Slajng Addre.,- ' I ~r t ation fl~'f4, ~u, sum Zip Code mMr J^?I' - ~ section r 71I~14'vl IJJ f t/~7 Jclc ono, 1 II fvof Building - T / (ctr IFCor V Im fchcrk all that npph) ,r Lore N. R I ~ or ? Farlh Du<:i ing Numre of tiedroo;ns Sddicrsiun Name-- Block { DIIhhU(.OmmGClil - Uexu'.a Lsc _c'e' - Irv of QateO"IrO DewnboU 7 f 1.'umMr ~ D;Ilagcul V. / lQ, J k 5o p,r {L lJE3~•J. /J uun of L L III. Tppc of Permit: if heck on one hac on line A. Complete line B if apphcablc) 2ot.~ N. Satrnl Lp,caJ r m rra:reencl{ a,n . Tank Re pl uze:nenl Oniy I LYMher Modification to F,oomg %stem (explain) I <rmn Rnlion is: Ne,io„s P<nnit Numher and Ua:c issued a. etrmt Rcneu:a hat^e rat I I n, rr 1lrrnn: Tmnsler W Sea' / Mbre F\piration n r,.r IL rrpe of I OR 7 S S'SIf11F/( omponent/Ues Ice: ((.herb all that a I _ L, MI 6 A ~I m-fTCSw e In firoun ...wit I C o.:nd LG mC< nd _3 in ur'.",blc sou L nd < \.7 in ul suduble smi ~ I~IJD 11i s II f f ~T.uu E1111. Dia try. (ot^pcm n[IC\pi:un L1~etreaunrnl fkla\ptam) r _ V. V DI\pcrsal.lrc unent Area lnfln mason - I -Al r Do, gn FI' 1 Ucslyn s+' .,pplnm I n R+ :pdsl) Ds, era„ Area R<yuucd fslj Dispr rvl Area Penrose (51, Svs[c -.Ie, Lon n Tank Infra (eoa<rt~ low] -Of Msnuiacmrcr G;dinnz [iallons L-mts c p p ad z \eu nAS E\lat:ng Tanks I ~ - ~ 4 J Sc.ILFa IIWam! I l Tank yr r f l+yn.K• -I rc~,_ i LL~G sE 7 11 Ras onslbdth' \tatcntent- L the undenlxnal, assume rcsponsahlhl for in>tallation of the P011 TS >huwn on the Itmrhed plans. Pium4r \ Nan I f n ❑ - _ - oiun.yer s S n .,rr l - MPAIPRS Number li v,nrea Phone N.:mher h I l _ (i'' ~.e 5 / 1j 75 I railer > 1ddre INtrx l a C,-as Gp Ccsior r , Ill. unrviDe artinenl I, so Odic _ PP os ni ,pt Berm/n'Fce Date ,sucd !sluing ent Signature _ n R a. Inc Dana. ✓7~ ' C~ 5 ~l/ I\ Cond'I , ailMxat tons-fwit llisapprornl 3~ iti 1'aL- d G "alsp co must all t!1,%" awn! ^•:'ni'P-AL 0.(1C,. 1'r- 2. as per ~marayemen- p r nett uv pro noes. M tt GS pW t+ VM ppdrebj j C an.s mlr t u. <.r.; i e : ~y crbl r r. :rr1 iM ' y,-- 6 01 Anuch to cemVl<tc plum fm ua >+a<m anJ >ubmit to Mr(bunno sung t rne~ Ira> thun9, .+Il inrhl. in v.r - Ld~ SBD-6398 t R, 11; I l i ;'101 ~,Idfi Page 10 of I 1 ~ PROPERTY OWNER: 1" = 40 Ff. (except where noted) Legal Description: y+ _ _:L r~_ pit %J f~ ju °?'G. 7_< ~ ?.iCe~,I ~L1vJN OF ~At7:+t3l6a' -cT, ~ -_Y~'. 'r i 12 t t, o OCL -~i eq.J n -t-~ 4-',~ d~r~F~ FBn r s i a SE V'-J ~ . IAA YI ~.!M1 EfinIDGN6~' ~ t C UJ. F..O H-.e location: x COP. C. r, ( _ N y=', iirp'E.pr DIVISION OF INDUSTRY SERVICES 233' SAN LUIS PL STE 150 GREEN BAY VO 54304-5211 Y - zD S P - Contact Througn Relay S http.':dsps wi goviprogramshndustrpservices mvwv v.isccrsin gov Scott Walker, Governor Laura Gutierrez, Secretary OUST ID No. 224832 7.4- :A': POI fTS lnscrrtr:r TONING OFFICE '1:\R\' JO Hl'PPERT S I CROIX COL NT)- SPIA `9-197 KING ARTHURS 11'K CARMICIL-AEL K) DANB RY \Ll ;43?0 HILDSON WI 54016-7709 CONDITIONAL APPROVAL PEAK APPROVAL EXPIRES: O3r2V2020 Identification Numbers Transaction ID No. 3077237 "I IE: Site ID No. 8474M Gerber Plewe refer to both identificat:,on numbers, _4 90111 Ave above. in all cores ondcnce with the a,enev. os%n of Baldwin St Croix County NE I 'l, NE l S". T 29N. R161% FOR: Descnplior.: Geo llaf hound (3 Redrooms - Replucenrenti Ohlect type: PO\\' IS Component Manua: Regale:cd Object ID \o.: I 'laitaesance recuired; Replacement svslem: 1 11 GPD Flow rate: 26 in Soil minimum depth to limiting factor from original grade, Sysce:ntsi Pressure Distribution Cortpnrent Mam:al - Ver. 2 0. SRD-10706-P IN 1) 1.11, R. 10 12), SS\GMP Put?. 9.6, Synergy Sys:e:ns LLC, GeoMat'Mound Component Manual Edi:iort I. _2011; Effluent i ilter . he 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 cor.strueted and located is accordance with the enclosed approved plans and with any component manual(s) referenced above the owacr- as de`ined in chao[e- 101,O k 10i. Wisconsin Statutes. is responsible for compliance with all code reccirentents. Ve person may engage in or work at plumbing in the state unless :icensed to do so by the Department per s.1. 5 Co. .:as. I-I:e 1,,Ilow is conditions shall be stet during amst-uctiun or insts:latio.n and prior [o occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Any tall grasses, leases and shrubs shall be cut shun and removed prior to ti:lirg the surtace for installation :o prevent matting 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 'S inches. mncaring and comaactin, of-,ye: coil resulo--.n reducine :ttc inliltratior capacity ofthe soil. Propersw roisture consent can Lie, ec:e-m-ne 1 by rollim; <airii beaczgn_:he hands. If it rolls into a 1 a- inch ~yirg t1w <ile is too wet to preyarc It it_r.umble:., +i I r t_.. nu preccc d. L-'tl~{ tc is ton wit to :cparr. do °n: proceed :::toil it dries. - - • Abandon Existing System per SPS 33 .3: • Pump Float to be set and serifted per approved plan. Ant chauq,~cs may result in pump resiiinj! to meet I DH and GP>i Specilicatinns. • Divert surface water l}om PO%o TS Area. • All piping shall conform to SPS Table as,: Sp" Table 3343b-5 I- tn.., r...: r.r...- r-... -4 ^1) G- - t 01 ;B' I,1 : I I `•L41`I b':'liI NNFri-', I'a~;' ___J:'I3 • Tank Installation to [o111w all M:4MZ recommco-dailon,. • Verify property line(s) prior to installation. • %%ell setbacks to meet cns. \R 811 R Sit. • Areas that are occupied `.vith reek h2o1Lnt1. tree rOOG. •umlps and bculdcr~ reduce tF.z amount of Soil dv:il~i::?~C ~~7r ~~R?2Cf UC~i4rlea:. !i I~ Irecj Ail I~ti J~ =ll~ ar':a ;?I !-e mound intit: h. cla off -A,II:LC CtCL A Ia".[ I'II,1i:a `Ile:.»dl ,iIC'. ~'I .iIC :I L_'V,e .GI W.LVI ~L:C i.IOJ~.-GC CII. W plC,li6 x::1 .:;:fII CII.I ;tU\ e dl e.l. O) %ner Responsibilities • The current owner, and each subsequent owner. shall: -rccivc a cope of this letter including ir.stn.ctions relating to proper use and main?enance of tLe s mam. U\cner, Shall receive a copy of the appropriate operation and maintenance manual ai i err wncr's mart.::l for the PO%vTS described in this approval SPS 383.54(t). • In the event this soil ahsorption si yxtem or an\ of its component parts maltimctions so as to crcat, a health hazard. the property owner must Rll;ow the conungccey plan as described in the approved cla::s, A cop} of the approved plans. specifications aru this letter shall % on-site during construcuon and open it inspection by authorized represen:a:ives of :he Deparnaenr, vyhich may include local inspector,. All permits required by the state or the local mtmicipaliry shall be obtained prior to commencement of construction' installation, operation In granting this approval the Division of Industry Services reserves the right to require chaagu or additions sl:o::ld cund tions arise making them r ecessary for code compliance. As per state stats 101.1'1?), nothing in this -e\ :c%\ shall relieve the designer of the responsibility for designing a safe building, structure. or component. Inquiries concerning this correspundance may be made to me at the telephone number listed below, or at the addres< u-t this letterhead. I tc above left addressee shall provide a cope of this '.ever and the POWTS management plan to the owner and any others who are responsible for the installation, operation or rsaintenance of the PO`.\?S. Sincereh, f ee Required S ?50.00 Phis Amount Nk ill Be Invoiced. \k hen You Receive That Invoice. Please Include a Copy \Vith Your Fim Vander Leest Payment Submittal. Private Sewage Plan Reviewer. Division of htdustrv Services WiSMAK I code: 7633 Men- I ri. 6:0p In p.nt. tan -v cc Lck in Ta, !or. %\ast\ ca:er Spc; 1,111 a. 1. : "-{S-1. \l n-tii, S t!0 A.\I. - 4 "0 n.M GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Owner Info Project Name: DAVID J. 8 PATSY L. GERBER Owners Name: (same) Owners Address: 2483 90th Avenue Baldwin, WI 54002 - Property Info Property Address: 2483 90th Avenue / Legal Description: NE NE S 22 T 29 N R 16 W Township Baldwin County: St. Croix Subdivision Name: NA Lot Number NA Block Number: NA _ CSM#: NA_ Parcel I.D. Number. 002 - 1052 - 20 - 000 Plan Transaction No.: Index Pages Page 1 Index and title Page 9 Tank Cross sections Page 2 Data entry Page 10 Plot Plan Page 3 GeoMat mound drawings Page 4 Lateral and dose tank - - Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan - - Page 8 Pump Curve and specifications Mary Jo Huppert License Number 1859-007 Date: 03/05/18 - Phone Number. 715-426-1775 Signature: I!d L/ f ~~l~c L'?~ Designer Stamp: State of Wisconsin Approval Stamp: ~J SSG, Designed Purwanttothe Jynergy~yStBrt>s LLC., GOMM Mound Component Manual (Edition 1, 2017), IN. 4117), S~WMPPutlrlcatf-Q1J,%..6 De # of Pressure Distribution Networks for ST-SAS (01/81) and h'r9ssure gstrib)don Coftonent Manual Ver. 2.0 SBD-107WP IN. 01101, R. 10112) • _ '.'o er C. IN GeoMat Moilnd £diti( .11$I P017 Page 1 of 10 Mound and Pressure Distribution Component Design Dssinn Worksheet Site Information R Residential or Commercial Design N ISO Required? - 300.00 Estimated Wastewater Flow (gpd) 1.60 Peaking Factor (e.g, 1.5 =15o%) 450.00 Design Flow (gpd) 8.00 Site Slope 97.50 Installation Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.70 In-situ Soil Application Rate (gpd/ft) 100.00 Contour Length Available (R) Distribution Cell Information 6.50 Cell Width (ft) 3.25 8-5 or 9.75 Only _ 50.00 Designer Input Cell Length (ft) 2.00 Dispersal Cell Design Loading Rate (gpdW) 45.00 Dispersal Cell Length Required (ft) 2 Influent Wastewater Quality (1 or 2) Pressure Distribution Information E Center or End Manifold Are the laterals the highest point 2 Number of Laterals in the distribution Y 125 Lateral Spacing (ft) network? - 326 Forrwrnain Drainback (gap If N above, enter the elevation fl) 0.50 Forcemain Fitter Loss O ft - - of the highest point. 2.00 Fnrcemain Diameter (In) - - 20.00 Forcemain Length (ft) Does the forcemain drain back? Y - 90.00 Inside Pump Tank Elevation (fl) 0.156 Orifice Diameter (in) (e.g. 0.25) 2.00 Estimated Orifice Spacing (ft) = 6.50 ft /orifice 4.55 System Head (it) x 1.3 7.58 Vertical Lift (fl) 0.32 Friction Loss In) 1195 Total Dynamic Head (fl) 44.04 5x Vold Volume (gal) 47.30 Minimum Dose Volume (gap 26.93 System Demand (gpm) Diameter Selection Lateral Diameter Selection Manifoltl Diameter Selection in4 tlla- o ions choice in. dia. o tions choice 0.75 ' 1.25 x _ 1.00 1.5) x x 1.25 x 2.00 - - 1.50 x x 2.00 x 3.00 x Manufacturer Information Treatment Tank Information Effluent Fitter Information 1000.00 Septic Tank Capac_dy - - (ga1) Lifetime Fittcr_LLC Fitter Manufacturer Wieser Concrete Products, Inc. Manufacturer LT 1/8 Fitter Model Number Dose Tank Information Gallonatinch Calculator (optional) 650.00. Dose Tank Ca - PacflY (gap _ Total Tank Capacity (gap 17.00 Dose Tank Volume (gaVin) _ Total Working Liquid Depth (in) Wieser Concrete Products. Inc. Manufacturer gaUn (enter result in cell DoseTankVolume) Project: DAVID J. & PATSY L. GERBER Page 2 of 10 Mound Plan View 1/10 e J K A s - B F W I J Mound Component Dimensions A 6-50 ft E 6.24 in H 1.00 ft K 7.41 ft D 50.00 in G 10.50 ft J 4.83 ft W 9.43 ft 325.00 (ft') Dispersal Cell Area 764.80 (ft2) Basal Area Available 9 00 (gpd/ft) Linear Loading Rate 5 00 (ft) 1/10 8 Obs. Pipe Placement Mound Cross Section View GeoMat Dispersal Area Observation Pipe 12" ASTM C 33 sand as GeoMat required for Geo Mat Distribution Cell component - GeoMat + 12" ASTM C-33 sand H G 99.71 Finish Grade 98.58 Lateral Invert Elevation F Cover Material 97.50 Dispersal Cell Elevation E Slope $.0 Contour Elevation 97.50 Tilled Area In situ soil Forcemain In situ soil Shading Key I Topsoil Cap 2 Subsoil Cap i 0 ASTM C 33 sand (F) 4 I~ ASTM C 33 sand (D) S Q Tilled Laver 6 © Geo Mat See details on page 4 for number, size, and spacing of laterals. Project: DAVID J. & PATSY L. GERBER Page 3 of 10 End Connection Lateral Layout Diagram up wW vahe or cleanout ptug 1st onfim lopted at 7 7 ial odrices pam down ~f % L:Wterals 8 form main of PVC Srh 4U per SPS Tatie 381.30.51 Number of Laterals 2 Onfice Diameter 0'156 in ateral Diameter 1 50 in orifice spacing (X) 2.OU ft l ateral Length lP) 49.00 ft Orifices per Lateral 25 Lateral End (Z) 1.00 R Orifice Density 6.50 tt2/orifice Lateral Spacing (S) 3.25 R Manifold Length 3.25 ft Lateral Flow Rate 13.46 gpm Manifold Diameter System Flow Rate 1.70 in 26-93 gpm Forrxmain Velocity 2.75 tvsec Dose Tank Information . •.•.i.~.:I- n A:.I r thJ me xi0 ~xa u 'u•t., ~..`\~_ui ;'M.. .,:.`•po.n.. Forcxrwi domNe. 2 in Sim / Tech Tatar x~. ~s.,.. . STF 100 1/16 a bcl, nx,r, .n.:.- ' i'nnp Un 1 L.n' _ 114imP Ur'.'1 L,a1a _ 1 AmDcll dremon lrg 91.00 pose tan eWation tA> ' IicJdiu undcn:u'L - _ 90.00 Dimension M Gallons eser Concrete Products, Inc A Wi Ca 850.00 6 volume 17 00 gaVmch C . D Total =41ter Manufacturer Sim / Tech Filter l=iner Model Number ST F 10C 1,18 alarm Manufacturer SJE Rhombus Alarm Model Number : AB Tank Alert Pump Manufacturer Zoeller Company - - Pump Model Number - - 98 - Pump Must Detirer 26.93 gprn at 12.95 It TDH `1010. Switches conta: ning mercury map rot be usc- in this sy:acm Project DAVID J. & PATSY L. GERBER Page 4 of 10 GeoMat Distribution Cell Media Layout 6.50 Cell Width (h) t 63 Sidewall to Lateral (R) Distribution Cell Cross-section Arrangements Component Legend C Illstnbutwir Pipe With Pro-sure Lateral I t Orifice Shield Turnup Enclosure - - - - - pressure Lalera! GeOMat is covered with approved geolextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical file Cell Width -A (R) 50.00 Coll Length - B (R) Fnd Correction Lateral Layout tDagram - - Typical Dispersal Cell ^M DY - ~ _ KPO/M+r3U.UtiWk C v canQUb I YMertFe Lwlv~.rv+lM Observation P1pe\\s Shading Key tNer4.a, r~ ` I C~ Topsoil Cap 2 Subsoil Cap 3 ASTM C 33 sand (F) 4 [~-l ASTM C 33 sand (D) „ Tilled 1 Ayer n Geo Mat See detaJS m page 4 /or nurtller, sve, and spaanj W taterWS. Protect DAVID J. & PATSY L. GERBER 'aye 5 of ' 0 Mound System Maintenance and Operation Specifications Service Providers Name ADVANCED SEPTIC SYSTEMS 57038337 POWrS Regulators Name St Croix County SPIA - Zoning Office Phone 71 Phone (71 5)386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size MOE4 in Estimate d Flow- Average 300 gpd Maximum BOD5 Septic Tank Capacity 1000 gal mg/L Maximum 7SS mglL Soil Absorption Component Size 325 RZ Maximum FOG mg/L Type of Wastewater Domestic Maximum Fecal Coliform cfu/100 mL Service Freduencv Effluent Effluent Filter Ins annecessary eve 3 ears Septic and Pump Tank Ins anWZpondingannad e e!prere I Pump and Controls Test once Alarm Should tesPressure System Laterals shaneve 3 ars Mound Inspect for epage once every 3 years Miscellaneous Construction and Materi als Standards 1 Observation pipes are slotted and materials conform to Table SIPS 384.30-1, have a watertight cap and are secured in as shorn in the Synergy Systems GeoMat Mound Component Manual Version 1, 2017. 2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component Manual Version 1, 2017. Media is covered with an approved geotextile fabric. 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 board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce trust penetration. Lateral Turn-up Detail 6,8" Diameter Lawn Sprinkler Finished Threaded Cleanout Box Grade \ - Plug or Ball Valve Lateral Ends at Last Orifice where y Variable Length Cleanout Be&s 4 Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Distribution Lateral t.ateral Cleanout-i 2.5 Feet Project: DAVID J. a PATSY L. GERBER Page 6 of 10 Mound System Management Plan Pursuant to SPS 383.54. Wis. Adm. Code t~l This system shag be operated in accordance with SPS 382-84 Wis. Adm. Code, and shat maintained in accordance with its' component manuals [Synergy Systems LLC., Geomat Mound Component Manual version 1, 2017, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P IN. 01101) and SSWMP publication 9.6 (01181)] and local of state noes pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shag be in accordance with SPS 383.33. Ws. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shag be sealed watertight upon the completion of service. Any opening deemed unsound, detective, or subject to fable must be replaced. Exposed access openings greater than 84nches in diameter shag be secured by an effective locking device to prevent accidental or uncut prized entry into a tank or component. Seabc Tank The septic tank shag be maintained by an individual certified to service septic tanks under s. 281.48. Stats. The contents of the septic tank shag be disposed of in accordance with NR 113, Ws. Adm. Code. The operating condition of the septic tank and outlet fitter shag be assessed at least once every 3 years by impaction. The outlet filter shag be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed bless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the liter is filter shah be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an equipped with alarm. impending acontinuousthe of". The septic tank shag have ibs contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shah advise the owner as to when the next service needs to be performed to maintain Less than maximum scum and sledge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Whsconsn Department of Commerce. Punig-blik dosing (pump) tank shah be inspected at least once every 3years.. All switches. alarms, and pumps shag be tested to verify proper operation. If an effluent filter is installed within the tank t shag be inspected and serviced as necessary. If the force man has a weep hole, it should be noted if it is hxhcbonal during pump operation, and it not, it should be cleaned. " No one slhootd ever enter a septic or dose tartan since dangerous gases may be present drat could cause death.."' No trees or shrubs should be eta and Pressure Distribution System planted on the mood. Plantings maybe made around the mounds perimeter, and the mound shag be seeded and mulched as necessary to prevent noson and to provide some protection from frost penetration. Traffic (other than for vegetative maintonance) on the mound is not recommended since sod compaction may hider aeration of the initiative surface within the mound and o compaction in the winter wig promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mood system may not exceed 220 mgtL BODS, 150 mgtL TSS. and 30 mgt FOG for septic tank effluent or 30 mg1L BOO.,, 30 mg(L TSS, 10 mglL FOG, and 1 a cfu1100 mL for ligiNy treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 3 years. When a pressure test is performed 0 should be compared to the kigal best when the system was installed to determine if orifice dogging has occuned and if orifice cleaning is required to maintain equal dism'bhaton witnn the dispersal cep. Observation pipes within the dispersal cell shag be checked for effluent ponding_ Pending levels shag be reported to the owner, and levels above 4 inches considered as an impending hydraulic faikre requiring additional, more fre any quaint monitoring. .tIntindencv Plan 0 If the septic tank or any of its components became defective the tank or component shag be repaired or replaced to keep the system in proper operating condition. If the do" tank, pump, pump controls, alarm or related wing becomes defective the defective component(s) shag be immediately repaired or replaced with a component of the same ot equal performance. If the mood component fails to accept wastewater or begins to discharge wastewater to the ground surface, d wig be repaired or replaced in its' present location by increasing basal area t toe leakage occurs or by removing biologically dogged absorption related piping, and replacing said components as deemed necessary to brio9 the system into ang c n and dispersal media, and See Page 6 of this plan for the name and telephone number of you local POWTS regulate and service provider. Project: DAVID J. & PATSY L. GERBER Pate 7 of 10 ✓ r/o - o r/r 1 6: v HERO=L 9 4 5/6 3 t)' z o - 6 zG 3 5/8 3 _ } } b )zr 4 3/16 e 2 n 1 1/7-11 1/7 NPT US GN.LOwa to 20 30 40 50 ap 70 rm VI[325 0 BO I60 240 rLOk PER MOO-In YODEL 98 60 CYCLE Feet OOIIerK Yelers LiIWI a n u na to u >t nt ro A M A A n ♦t » 17 •,d -4... 1T Maert 4 3/16 wnaee _ CONSULT FACTORY FOR SPECIAL APPLICATIONS Electrical alternators, for duplex systems. are available and Variable level float s1AtllChe9 are avaW* for controw g single supplied with an alairn. and tfxee, Piam, systems. Medlafkal alternators, for duplex systems, are available Double piggyback variable level that sw"ClM are available with or WOW alarm switches. for variable level brig cycle controls. SEUC C ION GUIDE Standard all models -Weiht 39 lbs.-%3 H.P. 1-Ittlegr0l eoatoperated 2pole adwyeele`im,Ma4ta'°lcw*,iQU:ad- ~,:•-ty~ 9fl serbn 2 Single P~9Y Mh" leld float switch ordouhla piggybladt v,rWm leael, •i Caitra1 Sefandmt float 9e4tlr. Reran M Fi1D477. Yodel Vobih YoYa 3. Macrtalecad atrnaftor 104072 a 70-0075. A19B 115 1 Nb 9A 1Gr787 4. See Fa4WIZ tar coned model ofBediml Allwnabr. 1488 115 7 9.f 27x286 3074 a 5 1 Carl sol swlxJt rO07LT Iaap as a oorargl arawtu. apaGaY duptol (3) or (4) OY6 2J0 7 N7b post 4.7 7 ar 7 6 7 6 Forx (4) hole d-Pak MXhM bus- for sepia taaaAr2on or w'vMn P.BB 230 7 Non 4.7 2or286 She sr of rxglax Operrlbrl 1041002 7. Two (2) Nit, 4Pak for watertight camtavfon or splice. For bdorrvim tnalf5aY12oallr podipa wlerb rn All vC[lalI :AUTIOh H10/7FBdivU bi~br{b7fld~Alr~ d Wt1Yre lxlll9a4dtes. aUen of wntrols. oreMetien devices dnd tTlina ehueld De done by 0 gwlipOo SsghR®9gfoxPOW 0M*9L PAIMMAyna ~•~nPlSeaopaeagFlp197; Oeenecdsladrieian. All eketrical and Safely, codes should be followed including the. molt 9Yweaa. ~ recent KMeftal Electric Code(MEq.md the Occupational Safety and Health Act(OSW. For umisual conditions a reserve safety factor is engineered into the design of every Zoeller pump. I~V Pl/M~i/PM `JLLgN~ (n 4MI-1961 (M ijtw G~ Loulaft MrorAaa..aoarxrnm _ rAXllwo774araf l"4VI p - ao-oco Ooo+ew:-AIU ss4B-SZ~-oog i OOM AWryryr -UVO OUK A SOW, q WM 'WH Sn 914M ROM 'wr •A3a \ fj ':xs313111/1 lmmwl~ z -wnNVw OljcM W @ vo nrr n3a , . 3rv~s LUM dn-oss ooold-ix a ° i j N K 7 K (X W 0 ? UU O! I O 80 y(M i=a N 0 0 U d 0 WO~ N7 Q 0- U 2 Til W n . I a0 W 0i Q tn U 0m 05i,, Z 1- W ~W Z = G'Z Z H U Q ()Q Q'JV Jj Q 0U, U aq Ow ;R m .0Q O Y 07 t1 W W UV z z a F -w0 h Q ON ry0 W 2== Q 8{~FWwwN ">0 G S N U U O p N OOi JF I NN FNF N~ W~ Q q? a W WW p v jN~mz~m <'yN z y w N p a Sz~~~o°= 0vQx r I J R;ooaw~oW ~iU iNFT a m F N O F Z mU~2_~~CJ7Y QYU a2~ U 0 YQ z W 3 W t- ° Z V En O N D] O I- O = 2 O A Z 2 ZQ O N o~ a r W N z W U Q r- i a 0 i z I+ - II II , ; I a I a a ~ / II > Sr 0'W I •X ~ ° a' I Na L: < I O] 1 ~ I I .r 4 11 4 •Y8 1- ~ M 2 c .r> m.a.- d1o`a6ed -F OS -POIOJd ` CTI A IA7 rim man Pale /0 of PROPERTY OWNER: L: '.1!± T ~15 1" L K[ ~I', 1" = 40 FT. (except where noted) fir,,. Legal Description:, v~ • 55Z 'r t . t0 T~ D ri --tf NE% of -rtt~ ixds`itfe pit I'1 %c! ,^KC. Z2. T24r~, s--, i.v.l 'rfJ UiN of bALDIIJI,4I. ~~X -'f- A!bpp.C~'~''"'- t _I1.i,7 ~ounnyy WtsroN~,r) 12S~f'• ?4FS yDyi,f~c~ov - - North r !3 ~ J w ~ n 1 zc'~= ' rsrr ~ :~.s ,t•,:.v+ w.sl 1 k sew Nsw w N~ x c ~ = = T O-AL C,' ` .Y` x ~ ~~~.P.GCC'd9/iX•. ~•-'-r~ pr_ ~C(:L7 Cif LN➢ dl I~ .77 A6TX 41' 7nu ) qo tae- ~U G rcn..,. on,~+) ~ 3 FiV S';Nl~.. k. Ag6\Nr>oN W.A.C J3 F EP pS 1$- ND WeLL' ~ gr,~?,~Tdi ge/c, w~tL Site location: 90 V _ X n c N ST. CROIX COL' NTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that 1 have inspected the existim, septic and/or dose tank presently servin, the Pollow•ing residence: (Street address) L S(12 L t located at: j' _'/4, %q, Section Town.= N. Range _W, Town of tip , LJ St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service Did flow back occur from absorption system? Yes No (if no, skip next line.) Approximate volume or length of time: _ gallons minutes Tank Capacity: f Construction: Prefab Concrete X Steel Other _ Manufacturer (if known): Age of Tank (if known): Permit number (if known) l L._ (License Iiliimberj~q ignature) (Print Name) (Title) (License Number) MP/MPRS (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06. Wisconsin Statutes) or licensed disposer (NR 1 13 Wisconsin Administrative Code) Rev. 2/2012 ST. CROIX COCN'I•Y SEPTIC I'ANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM r~ Owner.+'Buyer Mailing Address Property Address - 1 (Verification required from Planning a 7oning Department for new construction.) City State i, b, - L Parcel Identification Number%~ LEGAL DESCRIPTION , J Property Location ~ ! :i , Sec. R_16 W. Town of ! , j l j (,i I A j Subdivision Plat - - Lot # Certified Survey Afap # Volume _ _,Page;!__ Warranty Decd # (before 2007)Volunic - Page a Spec house Oycs[hu (III lines ide,i6fiahle [3ycs0no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper rise and rnauucnanec of your septic system rOUld result in its premature iailarc io I:andlc wkastcs. lh riper maintenance consists of pumping out the septic tank every three yeas or Sooner, if needed, by s licensed pumper. What you put u::u I lie system can affect the funct ion of die septic tank as a treatment stage in the waste disposal svstem- Owner maintenance responsiitiliries are specified in cSPS. 383.520) and in Chapter 12 - St. Croix County Satiaan Ordinance. The property owner agrees to submit to S(. Croix County Planning & Zoning Depannicnl a certification form, signed by the ovine; and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verif%mv that 11) the on-iite Iva, tew.atcr disposal system is in proper uperanng condition and:'or (2) after inspection and pumpingg (if necessary). the septic tank is less than 1 ~3 lull of sludge. Vwc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system wish the standards set forth, herein, as set by the Department of Safely And Prol'essional Services and the Department of Natural Resources. State n!' Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the SI. Croix County Planning R Zoning Department wiihin 30 days of the three year expiration date, lave cerlify that all statements on this ' nn arc true to the best of myr'our knowledge. I. tie airtare t' re owner(s) of the property described above, by virtue of a Warr tv deed recorded in Register of Dceds Office Number of bedrooms f ` SIGNATURE OF APPLICANI (S) - DATE *"Anv information that is nusreprescnted pray result in the sanitary permit being revoked by the planning S Zoning Department. Include with this application a recorded warran:y decd from the Register of Deeds Office and a copy of the certified Sur\ cy map if reference is made in the warrants decd. (REV. 04/12) ~~~0 CSr-aoI Wsconsin Dee d rofession Services Diaision oftii~ry75~n~''~ MpV 16 'L0% SOIL L Page I of 3 ` ~yac with SPS 383. Wis. Adm. Of Co." u F oP Attach complete" te plartri any ST CROIX ~pf s than 8 112 x 11 inches in size. Plan must inch ide, but not II life ra nd horiznntal reference point (BM), direction and peicentslope, sc a ensions, north arrow, and location and distance to nearest road. Parcel LD. If - 1052 - 20 -000 Please print all information. Rev ed tl Data I Personal information you provide eiay be uwd for se wary curposes (Privacy taw, s. 15 0411 j (m)y. Property Owner Property Location DAVID 1 & PATSY 1. CFRBLR Govt. Lot NE 114 NE 1/ S 22 T 29 N R 16 Property Owner's Marling Address Lot # Block # Subd. Na or CSrvl# 2483 90th Avenue I 511 382 Cry State 7ip Code Phone Number try E]Village • Town Nearest Road Baldwin, WI 54002 ( 715-1 684 - 4783 90th Avenue ❑ New Construction Use❑ Residential1 Number of bedrooms3__ Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe. Parent material Ioaniy glacial till- Flood Plain elevation it applicable \i4 h General comments Mound System 0 84 ft. sand fill 1.0 loading rate for Geo Mat pretreatment system and recommendations: eelam"` Boring# D Boring L_'JI n Pit Ground surface elev. 95.51 ft. Depth to limning factor 1-8 m. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh. 'Eff#1 'Eff#2 1 0-13 7.5YR3.2 - sl 2fsbk MN IT cs 2vf-m 06 10 7 13-28 7.5YR4:3 _ sl Ifsbk nnfr 04 0.7 3 28-33 75YR4.3 t''r- Yk4:6 sl 0111 raft 0.0 00 1:21 El Boring # Bo ning 98.96 28 Pit Ground surface elev__ N. Depth to limning factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EN#1 •Eff#2 1 0-16 7.5VRV2 sl 2f-msbk nrvfr c: 2vf-co 0.6 1.0 2 16-28 7.5YR43 - sl if-msbk nrvG cs Ivf-co 04 if , 3 28-34 7.5YR43 0117>nu,16 sl 0111 mfr 0.0 00 ' Effluent 91 z 800, > 30 < 220 mgt and TSS >30 <150 mglL 'Effluent 92 = BOD, < 30 mg/L and TSS < 30 mg1L CST Name (Please Ring Si CST Number MARY lO HCPPLRT T1ollfster's Soil "IL~sun :&Desi gn _ ~ L 224832 1 Address Date Eva u' i d Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 11 -01, 2017 715-426-1775 Sill)-h::r1 r H', rN I Property Ovaier G6RBI:R, Da%itl d Patsy iNi~- Parcel ID # Ii; 52 - ~p_ 1ii)i} 3 Page of rr Boring # D Boring r Groundsurtaceelev1110 26 ❑ PA '-ft . Depth to limiting factor _in. - Soil Aziplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPL in. Mansell Du. Sz. Cent- Color Gr. Sz. Sh, -Elf#t 'Eff#2 1 0-12 7.5YR3,'2 sl 2fsbk m%fr cs 2vGco 0.6 1 n 2 12-26 7.5YR3!4 sl if-msbk m%fr 0.4 07 3 26-30 7.SYRIIA m2f 7.5 YR4 i6 sl Om mfr 0-0 OA F] Baring # I Boring - LSJ Pit Ground surface elev- ft. Depth to liming factor. in. Soil iration Rate Horizon Depth Dominant Color Redox Description Texhae Structure Consistence Boundary Roots GPDIfF in. Munsell Ou. Sr. Cont Color Gr. Sz. Sh. 'Eff#t 'Eff#2 - D Boring # H Boring Pit Ground surface elev. It Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fF in. Munsell Ou. Sz. Cont. Color Gr Sz. Sh- 'EH#1 •Ef(#2 ' Effluent #1 = BOO, > 30 < 220 mq/L and TSS >30 < 150 nxyt ' Effluent #2 = BOD, < 30 mglL and TSS < 30 m4l, PW Plot Plan Of in = 40 FT. i 1 L 'l J it i , / k „ PROPERTY OWNER: ii (except where noted) 4~P rksI io;n cD ti NeYa 0,- -THE backhoepit Legal Description: / /i:= :•t .;.s.r,Z_~ T24n1 u,l ~>J 'TOWN OF 1SfltDtJIN "f. 12.50 ~c!Ij P~ North z n W n dQ ~ .I n, l i D _ O BM ttL~~ OT ,site location: 9o x j X c; .`~c. c z rt i 1 ` Ar• it F 171 O.g 1 _ e 1 i ~I ~ a': tt~b ~ w 1 1 ~ML . ~ ~ ~ ~ s~f+ ~ ~ ~~/Xj ~1ti'~tl~I°+i a♦~ ~ i A Y ~M ter" y~. ~ i *.~-'P ♦JV .J. a 1 yl. sar+ f :tbIV r, JJ t { `Y i a I wlacmanoapanrandcaanaoa SOIL EVALUATION REPORT rage el 3 DM$1*n o(SW* vnd BuV*W in accordarra wih Carnet M. Wis. Adm. Codf: r{ ARadt CMOs* oft plan an pgxrnd 7113 own 8112 x 11 ituras in size. Han must CCU* . entood pe.,evAnw two mw..ew~wmmnand(BW arwr ~immnr~ram Parcel I.D. ,Z''Z- /O S2 -2, -G 3z itif Pie tse print aN informafion- Re*wmd Pmmriam.~on you pewm.myw.esa.mnenrpunw (Pnrserra.ais.04(+)(M)1- _ !f,L-7v~ x,`91 GJ z-_- Properyoveter P1`operty Locabon e Gat la[ 114 114 S 22 T_ z N R /L E (or[LP 4) Proparly0wWaMei'agAddrew ldS 1 Bbd1`ti SnbGNSreprCSInR4 - 7 .z f3 9 1`f - city State Zip Code Phone Number ❑ City ❑ V®aga B TOM Nearest Rand w ' S Di ( ) 3 9D '-f Q -NwCW Me*M Use: 9 R / Nurn1wd ba*oans Code derived de W Row 1`3110 0 - - GPD ~QRepecenterrt_---)/, ❑PubYCacomneroW-Desmbe:----.--.------.---_ Ae101t11@Ceitel~S...~>~:ir., - lu✓r /~1~•Y ~r Plood Plan elevBRrzl Reppkable R. General cm...Nm and remrmrerdeTac fl+~GlST`~ C®/r1vN✓S ~i r 1 C!/I /irBliMry Z >~~•G ~ 0 , / Y l /V r Baap 1 0 Bairg o 5 . Pit Ground a dow elev. 3 2 Deplb to fimtlig (actor 13 in Sail Amficadon Rafe Horizon Depth DarirerK Color Redm Deeaiption TOM" Structure Camisole" Boraday Rarfa (34,13M i1. MuseR Qm Sr- ConL Color Or. Sz Sh G'rp s S '9111 'ERa2 B --`P 7 S. f 2 - SL 2 rn G` rroF S ?F 1`C 3 ~ t ~ t SLL ~-ry3 - ✓ -2 CS /r ~ r i;-z r ` zS 7~- -'f SL - ~c s3/~ n1` - . 6 /•B ~x D U Pit Grand en-(ace elev. Y.3 R Depot to linPorg factor-~in. SW Application Rate Hadmn Depth Do wwd Cdor Red= Description Twmtre StrurAao Consistence Baadary Roots GPIW In. Musell QLLSL Cant Color Or- SL Sh 'E11711 *on l D-b 7.S 1 :2 SdK 177E S - -G . ➢ S s, Y Y - S ~SBK "FICA cS 3 S 3 - LS si3K c~j 33-'2 _ 1nS G L /fS G 5- -s S 5-- mS cS61 rrL - '9RUerl 91 =BOD>30«g mdL and TSS>30<150 mgt. 'Eftwit 92= BM, <30 nVL and TSS<30 rig& =N111 e (Flaw PFM CST M°Iber Aahao sYBO Dais EvaMafan Conduclecr Teleplrwre Number a ,foLl~i~ ~ixec~ F nra r CStL 7>s-5/6-nono 3 (Prppatycr ;).rJc lCrplr PatadlD! Pogo 2 or L__J Dow# ❑ awiv ® Pit yau,e ana u mhw ?Y. 3 a. DWM ID- 'I n uclor a` sa Rift Flalma OW& Oomkwt Colm Red=owmplan Tasty Smmm Cmddom t3ouday rants epoff h Muael OLL SL cone error or. sz sh •EIB`t *on z - lS ' T 2 SL G S,+ iF~.✓ j' 3 /S-2(o / G c 2 r V 5 s< mL GS - 7 z - zoJ MS a * ~ GlardmriKs elev. ` . / ` R Depth to knWq iaclor 31 6m mn ORA Doniant Red= DaKs"m Taft" Stnxi,ae Cofaia mm Baaday Rwk GPDW im Muad OLL SQL Cum aft GcSZSR Z-~S - - szL t/RK Fz 54v f t QBun9s ❑ ❑ PR Giardaufaoedev_ R Daplebiniang tartar iti Sol ftpkabm Rees kximn Dopli Dared Cako FOedpocDmoiplm. Temse Statmae candm9am Baadsy PMAS fn Mined Ou. SL Car. Duia Or. Sr. Sh 'tilt MW •EaiaaAt=BODe>3DS22aagLaadTSS>30_130aOL 'Emmtl2e BODe<30 nqland TSti_ _ 3/erWll. The Depmtmau ofCommuca is sa egtul oppaMoity a nim Wider and employar. If ym need asantmm to accm am= or uM a OMW it ao alaemeie t8tmer, pine Comm the depaoaar at 608-2663151 or TTY 608.260. M. reumrt~ c lGOrwf, Rawwwc.e~resm« 41< I 1}."f F+>', Iap of ,-,d( c.r~ ~o/~ M54801 -V 19 ~~-.2 - /f/>< BM, /•O~T C~ /7J<. ~w✓G ~pr ~nr ~Inc~ i i i I >1 31 5ro' rrDm brw</ RRr1` b~~ple I1P</ Sd'.'II7[/Yt-. 'i X _ r'rr.r9 I I ~~o%~ rGI~I f ~ I i~ ~✓l A. f<. ~•rrc iJf u. S~ J ro"t / •xtc /p0 s'~'. rn a 60 ,i / ~ _ p= ~ .TN 1w~a+e 78 BM Ai i as7 4 U♦ I ♦ 1>- ear 1 96 e x 's 3 9N.a' ysD' earn Lo T•rnX fy o m/d's.i. Top = 99.D~s,H