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HomeMy WebLinkAbout030-2126-20-000 '.biscanain ncn:rtrnn-.I Ct Com•ncroc PRIVATE SEWAGE SYSTEM Coun:y St. Croix Saf.;ty and Bu 1dm9 Diva on INSPECTION REPORT Sa^aery l1 NO 600334 GENERAL INFORMATION l I TO PERbtITj sate Phan It r,p. 3029433 -cr;pna -Eprn'aton you provide may tr sed'c scconeary>.ryeses''nvacy Laxe, 5.15.04 !-)im)j I' efm it h otI e r' s r, ame C1'i Vdil T<rh-Ship P..-rce lox tJC Dockendol Construction Inc. TOWN OF SAINT JOSEPH 030-2126-20-000 csr nM . r, cp nM Pra Dr::-phom So aon;T~nvnniaoga r rlo Q PA 25.30.20.1026 TANK INFORMATION ELEVATION DATA TYPE MANU~ACT,)HEf CAPACITY STATION BS HI rS EL Septic Hencnmark w ;l 'S''"' A*, /ZOO 7.8 ~a7•B Dosing loo b e~`^"{ i G ,~t. Gr,' 3 7f' -3 • ,w /~4 { .4,041,177 eidl Sti Qes~- ~ b S.g /oZ 110 ding SUHt Inlet Y. SVM Outlet _ TANK SETBACK INFORMATION IANK IU F+ OLDG. `:'cat •.c it lnl::tc ROAD U1 Inlet a septic: Dt Hollcxn 7 it la, Uscly / He:adcr,:Man. y Aeration Dist. Pipe / ,•5~ Hcll Rot S•yslem `f 5 0 li .7O Final Aaa, I~~r PUMP/SIPHON INFORMATION 31.4-0 1107-30 D Manufacturer Demane S1Cove• ` - 1 L ~ V C" PF, GPT1 5 ii - 1l ~1 L 1 rD b I r'~ / oK✓ Model Will l l LO TDII IL It F:rl or Loss Syster Hea' IpI~ "I _ _ _ 7. Foreernaln -ength Da. :.t r: r;ru SOIL ABSORPTION SYSTEM BEDRRENCH cN~~r .enc:h~r rb='J -^rud,~ PIT DM\ENSIONS I f%`Fe:: I `.c-C~ LywL 7eOit DIMENSIONS (r5~_i SETBACK SYSTFLd TO PT HLUG L:'6LL LT E.'STRFAIoI LEACHING Ll:nwract:.rer INFORMATION CHAMBER OR a- T'Hm Of Sy";nm' 1 (1 L~ UNIT 6rodcl number DISTRIBUTION SYSTEM Hr:ntrtl.r•nrW Caslr Dui a xfl:rlr s.e xll `pa. y Vc^t bi.ir Ire, 1: r.r Lc^pth Dw P r,e h 159 I Diu li5 SPaang 3. 33 - I (1 0 SOIL COVER X Pressure Systems Only xx Mound Or At-Grado Systems Only Lep h r c Dcpt ..r xx Lep:f~ of ~edrs d :ed xx Mut hex: _ Be.f r< n .h .x...lrI I I pea I ncn Lager J Toosa. ves Nc r er: rlr+ COMMENTS: r(InUude code discrepencies, persons p'esent etc Inspection u1 Inspection A2 $ 71 181 Location. 1344 BIRCH PARK RD Covi~ S<M4,-,s c' ~o~ 115c~' 1.) idt Bbl Description = ~a, iiui Y.) BICg sCN'cr length = 90 lJ !IC/ rDU/"~y - amount of cover - .71-e }.u Plan revision Re! used? Yrs - - No Use other side for additional Information call I^se O,tcrs Signal Carl Nc SBD,eTIO (R 3+97) l _ ~~I~ I :Dunn Safety and 3uildings Dlvisi:)a :4 U $ 201 'vr4'. Washinglo:I .Ave., P.O. Box 7162 Smutary Permit Number (r ne Ld:" :n op Co ) Ps~~ ~JEC 01 2017 fnodison,'All 53707-7162 06 F. CROIX COUNTY ) - - ',l,l( TY ❑FVFI (]PhAFIdT-._ 6JAI Sral.. ".i_non Numba ? Sanitan Permit . 7'0 6 BT 9 x with SPS 383.21(:; Wis. Auer Coda submission of Uw - Y6 in en u't l _ um l ~ acw:daa E: - M edv Pryice' dd: css ~if Jilfercal :ao math.^.g aodresi; ' ' is ¢quircd prior to obt:un:ng a sanitap• prtmit. No;c: i,pplication for= for start"., the Dcpar.ch Of Serf h and Yn tcssional S.xyt Ycsuuyt information yo:: pr:n:dr . G .co:rCsry "uno~s fr ara:r .nw whit ;hc 'rya v `,aw, c ~-.~7t1_!(mI S `t=. - ~ Y ?Q C'2Yr ~>d I~ 1, Application Information - _please Print All Information v r i Noce: rcry wucr s \:mc Lacatiua 5 a .3 0 b , a d 17 Propc:ty O.rnc:'s Mailing Address O - ~ -2 / Govt. Lot i , Suae Lip Cale F bone N1mbar ~GJ n j Sf/ C lJ' Z icuclconti ll Type of Building (drerk all that apply) Z Suborvt>io:: Ca::e WJ o.:::nr.Jy Uw< ,g - V-mo r of BcJ: o. ms _ _ Block a 6 ~C!" ~ ~ft r FLbli&'Co=erciai-Desc:ibe Use~~ ~n p M ~ ❑x.r.}'of_ I CSM Number 'J Village of Stale Owned - Ucwri%Cs- (1.-.J. _-2-. SLe~- Ill 1 ' 1heck only one box on line A. C'omplclc hue B if applicahlej 1 • L~ S Treatrnn.:7:oldinv.:lard: RcF" Incernenl Only r. Otter Modificarna) to Extsuag Sys:= (explain) \cw ~ hcplax:ntnt :}'sLm Lis[ Previous P=11. Nwoitc: and Date Issue) B• I fermi) Rcncwal Pcunir Revision LCtancenf Ylwubc: l7 'cnr:rt l:arufa [o New -7/~ Before Expua[ion - ~ Cp I y-i~Y-r/-. Ype of PONVrN SvstemiCompunenUDevice:- (Check all . pply) U \mrPwssuauc '.n-Crraw:d Y 'surr.cd -Ground L At iraa. ~.;4a:md? 24 to of s \able soil U found <24 m. of suwNc sod - ❑ HoAn Tank L~ Jn.ri U) p uI k; mpc c) t (explau)) m nt 7cyice icxp)ain)__ _ ~OtspersaVL eattnent Area Information) - Pro ~>cJ (>fJ System L~wta wn .i; Sul p rCcati 1 FLL.:(gpltf; Ciapercal Area R•• uuccdd/:sf) ~er>r Areal IX fir Flow a Lao! Capacity el VI. Tank -Info-- p Gallors Ciallons 611'5 N. Tact-, F.xstiag I'm:s r S 3 ? t i~ 2- Y_pn<ar tl_Iuu6 Tack ~ ~ ~ Dosing CSaaia /1 Q ✓ ~ ^ ~ ~ ` ~ _ - - M+ Responsibility Statement I the undersigned, assume responsibility for installation Of the F 03yTS shOwu on the attached plans. 21 mlxr s Nm x . twr F'Iwnbc. t S Imatum Nu:Abut i Business Yhnac Nun her > '7E-197 ~/S 17' YS~ F'Ium' u s 4.: - ea S .z:, (-rry State Zip GUCej Vlll C ntv>'Dcpertmcnt Use Only _ rxtrprovcd ,rsa•: ~'~~I pre Date <sae -_-f Issu' gAgear 'ignam:e r-~- iccn Rcatsn for Dciu /1^~ _ IX. CondliYCi~Q 1{'Reasuus for Disapproval 3 Qeve lq~ CW 11 I a r 1. OW-. tank, trlh r n: Me- r•nt ~4114 CIAMwlrwj%j&ML,X41" oVlnelS Mc~~nk/~anLf TA'," ~ w per aW4pWA +0a+ ao 4ded by OthrA r,. home 2. A I wft a OKrpNIaOMCa6t/zttlnexcl. M S1L ~/d✓G/ ~E ~)N ,Attach to complete plans for the %v%tem and submit 1. &C IYoa r oa p r go5lri )bore ~I P 'TI 1 ( a ~ S F N'- z~ ~ ~ wi ves SBD-0398 IL 7 U: l j OVUM! -&PCH PAKK, LLC / s~,~ THE sr, A 'C Z-61 T3o~ -C . ) OF ~ , `fCSEf4# f`7 =+lglcAhwp* y r dM'~ •dl.k CAUJVTV~A II AFC. tI SI/J. aD T'5 03,0- ,;tlzi~- ,20- 000 134-1 13r1:Ctt PIVZ KD- Neit ID a0i `r Q. \ \ r L C 141 I M •~Eg' e;C • Je ZAU COF~ . n +iq 1 5" yZ5' Frnn•, SEFT K= TsuK 1 Lr...... QCa~ di>' • "e 1 ~ V 1. i i DIVISION OF INDUS?RY SERVICES \r' 233" SAN I UIS PL STE 150 GREEN RAY VJI 54304 5211 Ccntacl Through Relay PS htc:~+dsps.v:i.gov!prcyramsr rdustry-services aw.v,v S;xns r. gcv Scott Walker. Governor Laura Gutierrez, Secretary Nov cmhcr 28, NI' 01111 ID No. 224331 A7Tr1•, PON'7S 6rsrre:•r0r %ONING 0H ICL MARY JO IIt;13PF.RT STC'ROIX ('OUNI'Y SPIA 23;9' KING ARTIIURS 1101 CARMIC'HAF'J. RD D,SNBCK)ir WI i43i0 HUDSON ILI 51(116-"04 C'ONDITION.41_ APPROVAL _ MAN APPROVAL EXPIRES: 11t2W2019 Identification Numbers Transaction IU No. 3029433 SITE: Site ID No. 8.44893 Aoede Birch P<trk 1.11' Pleaw refer to both iclcntiGcation numbers, 13:4 Birch Park Rd above, in ail correspondence with the ag tiev._ To\s it of Saint Joseph St Crol.\ county NIV1 1, SEE 41 S`5, 130N. R101V FOR: Description: Alperin.Sl:aenr /4 Redronnts - Aeiv m.wrticttnn) Oh;ect Type: 11014'fS Component Vlanua'. Rc,Mated Object Ill No.: 1 Maintenance required; 6110 GPD Flow rate: 26 in tioil minimum depth to limiting factor fntrn original grade: Sysrerms): Mound Component Manual - Ver. 7.0. SRD -10601 -P (N.0I (11, It. 10 I >j. Pressure Distribution Component Manuai - Ver. 2.0. SBD-ICI?06-P (N.0101, R. 10 12), SSNrMP Pub. 9.6Fflhtcnt Fiher 1 Fe submittal described above has been reviewed for confimnance with apnccabh• SI'iscousin Admini,trarve Codes and Wiscumin Statutes. T he submittal has been C'OMA1*10NALLY APPKOVF.D. This system is to b; constructed and located in accordance with the enclosed approved plans and with an ' component manuah( ,I referenced abuvc. 'I -lie miner, as defined in chapter 10 1.01(10), Wisconsin Statutes, is responciII for compliance with all code rcq a irements. No person may engage in or work at plumbing in the ;mre unless licensed to do so by the Department per s. 145.06. stets. I I:c lollowinl, conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during, construction to avoid disturbance, compaction and use of the sil-'. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumpcai prior to bometmner occupancy. • SVasteaaler generated front contractor% cleanins. of equipment and tools and or left over conAr action products shall not be discharged into the drain, dixhargin,, to the private onsite wastewater treatment sy'stem IPOWTS). IVaste generated steal' be ptoperly disposed of on-site or ofl'site. • Am' tall grasses. leaves and shrubs shall he cut shurl and removed prior to tilling. the surface for installation to prevent mattiq^ under the dispersal area All loose or amic material to he rcmovrd from mound area. • Divert surface water tom POW IS Area. • Prior to cons U'uction of the dispersal area, check fire moisture content o` the coil to a devil) ol'3 incEQ, Nmeario~au:' uanpncrinr of wet soil will result in reducing. the inGlirarin_ n capacity of the soil. Proper spa moisture content can tic determined by rolling. a soil sample hCCwet'tl tae hands. I f it ru'Is into a 1 %4- inch eyire. the site is too wen to prepare. If it crurnblcc, site ire mrreparation can- rocccd. 14'111 site l: _too vact to prepare. dm not proceed until it dries. • All piping shall conning. in SPS -fable 33430 and SPS Table 331.3,0 +.IM1K} :OIII PH 1, 1 P"c2 II^3!?47R • Insulate building sewer beyond 30 feet pct SPS 38'.3011 1 H0 • W ell setbacks to meet chs. \R 811& S 1.s. • "Tank Installation to I611ow all manufacture's recmnmendaliors. • SPS 383.54(1)(e) The management plan liw a PM k IS shall spccilicalic address the servicin:~ mechanics ol'an aerobic or anaerobic treatment tank or a holding tank where either of the Ibllowing conditions exist: l. The bottom of the tank is located more than I i feet below the ele%ation where the servicing pad is located. 1 1 he bottom of the tank is Incatcd more than 150 feet hot i]onralh- t4om where the servicing pad is located. • Verify property line(s) prior to installation. • Puntp Floats to be set and verified per approved elan. Anv chanties nmv result in pump resizini to nice( TD11 and GPM Specifications. • Areas that are occupied witie roek liarrr.cnts. Irce root,. at.unps anc houldcr, reduce the amount of soil av:rlable Ibr proper pt atmrnr. [I'[10 other s:1C is treailable• ores in the bes:d area oldie mound nu.a he cut oft at -'round lc: cl. A Lu. , r tl.l x cu 1 nrr..,:~n c,hcn :w.N u111.. Cd,o\kcondir'orc.:err :nrnunterr:'. to prooids alTlcienl intiltrali<c area Owner Responsibilities • The current owner. and each sul sc,j t:cw owner, shall receive a copy of tail letter inea.liin ` instruetiune relatin,. to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and or owners manual l6r the pO4V IS described in this approval SPS 383.54(1). • In the went this soil absorption system or any of its component parts malfunctions so as to create a health Lizard. the property o\vner must follow the contingency plan as described in the approved plans. A copy of the approved plar:s. specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which ntay include local inspecrors. All permits required by the state or the local municipality shall be obtained prior to commencement of constructioninstallation. hoperation. In granting this approval the Division ol'IndusU% Services reserves the right to require changes or additions should conditions arise makin1p than necessary fi)r code compliance. As per state slab 101.12(2). nothing in this review ,hall relieve the designer of the responsibility for designing a safe buildin, atrucmre, or component. Inquiries cuncernin,•; this correspondence may be made to me at the telephone number listed helow. or at the addre,s on this letterhead. I he above tell addressee shall provide a copy of this letter and the POWTS management plan to the owner and am o;hcr: who are responsible for the installation, operation or maintenance ol'the PO\VI S. lincercly. Pee Required S 2 o.oo - T. This Amount Will Be Invoiced. tar ~narc~ "hen You Receive that Invoice. Plcasc InClpdC a Copy With Your 1 im Vander Leest Pavmcnt Submittal. Private Sewage Plan Reviewer . Division 01IndusUy Services WiSMART code: 76:33 (9_0) 1°)'-?:? 14 hlondav - Friday 6 am To 3:30 pm tin' o mderlrnt o wrscon=in ~uv _ cc Fdwin A'faylor. Wastewater Specialist. (715) 674-l!484. Monday -Friday 8:00 am To 4:30 pm Roper D Nclsor: ( Plaits Nlailcd 101 -V_"0 11 - I nJPPuFL f Pe,,: ' . I Tn.3::r i • Insulate building .ewer bcvond 3i'r feet per SPS 33_^,30 111 asst • Well setbacks to meet chs. NR 81 1 & 812 • Tank Installation to follow all manulacture's recommendations. • SPS 383.54(1)(e) The matagcment plan for a POWTS shall specilically address die servicing mechanics of an acrohic or anaerobic treatment tank or a holdinl- tank where either or the following conditions exist: 'Cite bonont of die tank is located more than 15 feet below the elevation where the servicin pad is locates. 2. The bottom o'.'the-tank is located store titan 1i0 feet horizontally'- from where the servicing pad it, loaned. • Verify property linew prior to utslaliation. • Yump Floats io be set and verified net' approved Dian. Arc eham+es may result in Dutnp resizin~ to meet TDH and GPI1'1 Specifications. • Areas that are occupied will- rock fragaienis, tier' rool,. sunnps and boulder reduce the amount of soil ttailable for props. is Vauaeat. li`.m OJIV~ site t: ea h: tuc ivasal atea of file utoun;i wt:,i be cul uii at rrounc 1°vcl_ A lar c° t111 area is n-ces,arv when any ul tits abotc zmditions. are encnnrtercd. a+ Prot'ide suttlc'.ent in Ficrarve area. Owner Responsibilities • 'tile curren: owner, and each subsequent owner, shall receive a cope otCnic lene: iacluddrg insn-uctionc rclauer_ to proper use and maintenance otthe svstent. Owner, shal. resew: a copy of the appropriate operation ass maintenancc manual wid or owner's n anua. for the PORTS described in this approva' SPS 383.44(1)- • In the ever: this so_I attsorption s) tear or am of its cortponcni pasts malfunctions so as to crca:c z hrradi Lazard, the propcr:p o.rr,c- mus: io:lott tier co:amn cnci Plan as dcscrihcd it the approved plan:. A cope of the approved plan. ,psciticatiors and thi, lever shal: be or.-site durutg construction and oilec in inspection by authorizes tcpn•scr.tatiycs of tha Denartmen:, which tray include local Inspectors. Ali permits regtru'M by the state of the iocal municipality shat: be obtained prior to commencement of construction! installation oneran on. la granting this approval floe Division of Indusm Services rescrves the ri&i to require changes or additions should conditions arise making diem necessary Ibr code compi:ance. As per crate slats 101.12(;`)• nothing in this review shay. relieve the designer of the respon ihilin for Jsiltain, a safe buildin„ structure, o: component. Inquiries conccmin, this correspondence n:a` be made to me at the telephone ntmnacr listed below. or at the address or this letterhead. The above left addressee shall pr(,,vidc a cony of this letter any the POWTS management plan to the owner and am others who are responsible for the instahatioe, operation o. maimenanec of die POWTS. Sctcerely, Fee Required $ 2-0.00 Phis Amount Will Be Invoiced. When You Receive That luvoicc. Please Include a Cony \k ith ),oar Tinr Vander Lcest Pa Submittal. Prieate Sewage Plan Reviewer .Division of hdustn Srniaes WiSM: iSMA 1RT code: ?ti3 (`!'0 'y'- . \1ondac - f rida+ t' an' T . ti : In tarn. vta:c;rrlcc':t iaiscur..ir..•nc L cc Fdate A'Cav1o-- Wnstcbr oter Spec:-,Iist. L-15 t 6 1 „8 tutor: _i J'1111\ s:Or an'. To 4._i~ pm Rkwcr f) Ae!son (]'tars Mrihd I of MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE (=CEIVED Project Name DOFDE NOV 16 2' 11 Owner's Name: BIRCH PARK LLC UIQ IRY , FF,; Owner's Address 10700 Old Cty. Rd. 15, Suite 285 Plymouth, MN 55441 Legal Description: NW 1/4 of the SE 1/4 Sec. 25, T30N WW Township: St Joseph Country: St. Croix Subdivision Name: Birch Park Lot Number: 22 Block Number NA Parcel I.D. Number. 030 - 2126 - 20 - 000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry. ` Page 3 Mound drawings ' + Page 4 Lateral and dose tank Frr.,; t Page 5 System maintenance specifications Page 6 Management and contingency plan Q .(u Pape 7 Pump curve and specifications Page 8 Plot plan Designer: Mary Jo Huppert License Number: 1859 - 007 Date. 11/12/17 Phone Number 715 - 426 - 1775 Signature: Designed Pursuant to the Mound Component Manual for POWfS Version 2.0 SD&10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for 81-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 0312012) Page 1 of 8 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note: Sand rr (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 38344-3 in-Au soi treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) kcal colNorm of 36 indxa. 600.00 Design Flow (gpd) 12.00 Site Slope 104.70 Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) =2 10A0 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft ) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? L=nter Y cr e Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 3.50 L.Stlr=cc Orifice Spacing (ft) = 11.76 ft2/orifice 2.00 Forcemain Diameter (in) 33 Y 20.00 Forcemain Length (ft) Does the forcemain drain back? Y 97.00 Pump Tank Elevation (ft) cr _ 4.55 System Head (ft) x 1.3 3.26 Forcemain Drainback (gal) 6.13 Vertical Lift (ft) 55.97 5x Void Volume (gal) 0.33 Friction Loss (ft) 59.23 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 27.46 System Demand (gpm) 13.00 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in dia. o tions choice in. dia options choice 0 75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallonslinch Calculator ; uoti c-gal i Treatment Tank Information Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) ITotal Working Liquid Depth (in) Wieser Manufacturer ~J gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) Best Filter Manufacturer 22.24 Dose Tank Volume (gal/in) GF-10 Filter Model Number Manufacturer Project: DOEDE Page 2 of 8 Mound Plan and Cross Section Views 1 f nOB Observation Pipe I l B ^ - I L Mound Component Dimensions A 1000 ft E 24.40 in H 1.00 ft K 9.61 it B 60.00 ft F 9.25 in t 15.49 ft L 79.23 ft D 10.00 in G 0.50 fl J 4.64 ft W 30 13 ft 600.00 (ft2) Dispersal Cell Area 1529.30 (ft2) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 107.30 (ft) > G f H F p al cell 106.03 (ft) Lateral 105.53 (ft) - Invert Dispersal Cell Elevation D Q3 . ® \ 104.70 (ft) Contour Elevation 12.0 % Site Slope Geotextile Fabric Cover Shading Key Dispersal Cell See lateral details on T Topsoil cap 0 n 1.5 ft Pape 4 for number, size, 0 Subsoil Cap w o 7TYOP and spacng o(laterals. Laterals are he ASTM C33 Sand F T equally Tilled La er c 0.5 ft cal taterai spaced from the y S distribution cells Aggregate centerline in the L A distribution cell (AxB). Project: DOEDE Page 3 of 8 End Connection Lateral Layout Diagram nra rl.~larw.b .>.re n.. Ar.gdm~nno^ •-Turn up riball vaivaw Jlwn4ui Hu P Al14NraL ar~iQeMi<al la-X--al Nolaa dn4.4 onr6a DOltom olrMlNer al a4V alla SN<W v Laterals &rorcenM +ch 40 PVC per 'PS Table 384 30,6 Forc ~ mein a onnYUgn vu re. w dons ro m snAOlE ar ary event. I Number of Laterals U13.00ft Orifice Diameter 0.156 in Lateral Diameter in Orifice Spacing (X) 3.66 ft Lateral Length (P) It Orifices per Lateral 17 Lateral Spacing (S) ft Orifice Density 11.76 felorifce Lateral Flow Rate gpm Manifold Length 6.67 ft System Flow Rate gpm Manifold Diameter 1.25 in Total Dynamic Head Forcemaln Velocity 2.80 fUsec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and - 0 ll~~ SPS 316.300 WAC 4 in. min. Disconnect Tank component is property vented E-- Altemate outlet location Foreemain diameter Manufacturer 2 in- Ca acit 800.00 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons g siphon device A 20.41 453.87 132 .Do 44.48 C Pump off Nevation (ft) C 2.66 59.23 97.91 D 10.90 242.42 D Total 35.97 800.00 Dose tank elevation (ft) 3" gadding un er tank. E---97-00 Alarm Manuafacturer SJE Rhombus Note Switches Alarm Model Number Tank Alert AB containing mercury mav -no* be in Pump Manufacturer GOULD sgstal- Pump Model Number PE 41 Pump Must Deliver 27.46 gpm at t 3.00 ft rDH Project: DOEDE Page 4 of 8 Mound System Maintenance and Operation Specifications Service Providers Name Advanced Phone 715-703-8337 POWTS Regulator's Name $t, Croix County Phone 715-386-4680 System Flow and Load Parameters Design Flow - PeakF--60-0--lgpd Maximum Influent Particle Size 118 Estimated Flow -Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft` Maximum FOGi 30 img/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pumn Tank Inspect and/or service once eve 3 years Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials 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 to SPS 384.30 (6)(i), 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 board 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 Tum-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Sweep 90 or Two egree Bends Same Diameter as Lateral Project: DOEDE Page 5 of 8 Monad System Management Plan Pursuant to SPS 383.54, Wis. Adm. Coda General Thos system shall be operated in accordance with SPS 362-64 Ws. ~Addm. Code, and shag maintained in accordance with its' component manuals [SBD-10691-P (N.01101), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should eve, enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shah be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole ffsefs, access risers and covers should be inspected for water dolness and soundness. Access openings used for service and assessment shag be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8tindhes in diameter shag be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Seodc Tank The septic tank shall be maintained by an individual certified to service septic tanks under a. 281.48, State. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Cod- The operating condition of the septtc tank and outlet filter shall be assessed at least once every 3 years by Inspection. The outlet finer shag be cleaned as necessary to ensue proper operation. The titer cartridge Should not be removed unless provisions are made to retain sours in the tank that may slough off the fifler when removed from its enclosure. ff the filter is equipped with an alarm, the fiber shag be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shah have its contents removed when the volume of sludge and scum In the tank exceeds 113 thecgquk! volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shag advise the owner of when the next service needs to be performed to maintain less than maximum scan and sludge 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 shag be approved for Septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All Switches. Sharma, and pumps shag be tested to verify proper operation. if an effluent filter is installed widilt die tank it shah be inspected and serviced as necessary. Mound and Pressure Distribution Sygem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mood shah be seeded and mulched as necessary to prevent erosan and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soh compaction may hinder aeration of the infiltrative surface within the mood and arrow compaction in the winter will promote frost penetration. Coil weather Installations (October-February) iodate that the mend be heavily mulMed as protection from freezing, influent quality kdo the mound system may not exceed 220 mgrL BODS, 150 mg1L'rSS, and 30 mg1L FOG for septic tank effluent or 30 mgtL BOD.,, 30 mgfL TSS. 10 m91L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit fa 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 18 months. When a pressure test is performed It should be compared to the initial test when the system was installed to determine if orifice dogging has occurred and t orifice cleaning Is required to maintain equal distribution wiWn the dispersal cell. Observation pipes when the dispersal cell shall be checked for effluent pending. Ponds ng levels shag be reported to the owner, and arty levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shag be repaired or replaced to keep the system in proper operating condition. If the dozing tank. pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately refxwed or replaced with a component of the some or equal performance. If the mound component faille to accent wastewater or beams to discharge wastewater to the around NWfae6 it WIS be ranalred or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal made, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pent Units The information and schedule of mananagement and maintenance far pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. 4»-D~ e t , Wastewater METERS FEET 40 PE51 MODELS: PE31, PE41, PE51 HP:.33..40..50 35 - 10 ->q f~ 2 GPM 30 PE41 IAJ x 2s PE31 z 20 15 0 13.C -Tt ft 01. ! 10 - 0 00 10 20 y 30 40 50 60 70 GPM 80 0 5 10 15 m3/h CAPACITY PERFORMANCE RATINGS PE31 PE41 _ PE51 TOW Head GPM Total Head Tara) Herd (feel of water) (feet of water) GPM GPM (feet of water) 5 S2 _ 8 61 _ 10 67 10 42 10 57 99 15 29 15 46 20 50 20 16 _ 20 33 25 39 ZS 0 25 _ 16 30 26 35 R I`cE+ i? 7 cl'u ater-i- i I 1 P10t PW ~I 1 O"ff $tixL N PA1cK Ct C p Puya~s £ oefAe jsr,a4#Jt j 'M_'~ 1~°~~ r~4i+)4 of (cAgW wAwm a%4 TN _5E~/~ tiC. L5~ ~C ..gi G ~ ~..T LLIA) (F 53, -cuSEPS4 U` a jjdwjt&MP* r, of y ,OD Ac""Z5 j 630-alzb-.?0--000 1344 O,AP-tt Pftz RD, Nar& + Fly' 7 a~ it 1 ble A., v ~ \ 7~NY1 pi ,\,io ~/aNeW wieaH. ~LOO+~'eo ~ / ~lLOw yi/vv._ ' m ~ t.. (i -it Wu( Tr BE; Z 15' FtV~a~-. SEPfa= ' ~Ao F Q - I` 1 ST. CROIX COUNTY SEPTIC l'ANK MAINTENANCE AGRUNIFNT ANT) 0I1rN:RSIIIP CERTIFICATION FORM O,vneril3uyer ~-©e-k'e'7~ Mailing Address 3 -t Gl ~~ll~ , Property Address vc r !s (Verification required from planning & Zoning Department limn ew construction.) , City+'State ~-Ibc1'arcel Identification Number C, 77/ 7/ I,F,CAI. DESCRIPTION Property Location Ate. ' a , , 4 Sec. ? 5-1 T ~?fLN K LG W, Totvn of - ~G5 Cf 1W Subdivision-- /41 / (-C ['of it Z? Certified Survey INIap # -1 Volume Paget'* NVarranty Deed # _ A VOILMIc Page # Spec house yes Lot lines identifiable no SYSTEIII MAINTENANCE AND OWNER C'ERT'IFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic [aril; even' three years or sooner, if needed, by a licensed pumper. What you put into the system can aflcct the function of the septic tank as a treatment stake in the waste disposal system. Owner maintenance responsibilities arc SI)COMed in $Conmh. 8=.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. 77re property owner agrees to subunit to St. Croix County planning & Zoning Department a certification form, Signcd by the omier and by a master plumber, jounmeyman plumber, restricted plumber or a licensed pumper verifying that f I ) the on-site wastewater disposal system is in proper operating condition and'or (2) after inspection and pumping (if necessary), the septic tank is less than V3 full of Sludge. I. we, the undetshgned have read the above requirements and agree to maintain the private sewage disposal system with rte standards set forth, herein, as set by the Department of Connmer6c and the Department of Namral Resources, State of Pdisconsin. Certification stating that your septic syswrn has been maintained must be completed and returned to the tit. Croix County Planning & Zoning Department within 30 clays of the three year rxpirauon date. onn are true to the best of nay our knowledge. Five am'are the owner(s) of time Uwe certify that all statemen>,,,IIZantv,, property described above, by vin ve odd record ed in Register of Deeds Office. Number of bedrooms / SIGNATURE OF APPLIG: N (S) DATE ***Any uhforniation that is nusrepresented may result in the sanitary permit being revoked by the planning & Zoning Department. Include with this application a recorded Y.'arranty decd from rte Register of Deeds Office and a copy of the certified survey map if reference is matte in the wartatty decd. (REV. 08/05) s E 0 or 00 f k~ M~ E 01. f r f r f I r ' IW Or 1 pow 1 i C 1 r • r Oki \1111\ )1i 1.1. IYlfu}LI `Itl"d0❑ - :'c _ O x I 8 - d I 1 } FF III'' - T uu - 11 AI I 1 ILL] 1011 IIL.1 L. [J p p F, 11 ~rlr 111`1011 \1111 1:111'1 .L:1:1 I'll}I.I i C i _ i,_ iii, j, '~V'• ~i ' 11;x^ a I . I I : 1 1. , I I I' 1 I I'I ll. 1 11 I ill l.'11i 1..1 I I I~I. I 1 _ KAO 'dfL1011 VULLA'.111'1 .1.:1:1 It-1H.1 , , - T F7 I I T 4 1 1 1-7 7 Ell 14 i j- GI7Ci1/11>"9fl aM- ,:III ~ :911:4011" V1111 A '.1111 .1'.131 f1111J ~~nn ~ ~ ' ' a 1~ 1 ~ F 1 , (a ~ Iti ~I I II ~ ~ f I t 1 1tt rr ~ }}1 i ~ ~ r 1'11 ~4 tf ) f ~ nl[{ Iii • „ ti. Sf-~~~~-BSI Wisso =r4Ynd Professional Services C Page 1 of 3 Divistor Q vices so In accordance IL A PORT County Attach com G6E S1. Croix ~>k t rp Blkfe than 61/2 x 1 G2 but not4 Nl or¢ontal reference point , VM(pJ28E Parcel LD. j scale o r' stuns, north arrow, and location and distan 0 - 2126 - 20 - 0 Please print all information. Revi d by Date Personal informal;on you provide may be used for secondary purposes (Privacy Lan, s. 15 04(1)(m)). 13171,19r Property Owner Property Location a BIRCH PARK LLC I Govt. Lot NW % SE % S 25 T 30 R ~W E (or & Property Owner's Mailing Address I Lot # Block # Subd. Name or CSM# 1070 Old Cry. Road 1Suite 285 22 NA I Birch Park City State Zip Code Phone Number city ❑ Village Town Nearest Road Plymouth,_ MN 55447 i l St. Joseph Birch Park Road ® New Construction Use: ® Residential I Numberof bedrooms 4 Code derived design flow rate 600 GPD Phut>c tt1Y ^~p>sF~E g n Replacement n Public or commercial - Describe: ( 7oyy jai RCtt FMKK Parent material sandy ouhvash Flood Plan elevation if applicable NA It. KCAQj General comments and recommendations: Mound System 0.4c loading rate----0.84 ft. sand fill -1 Boring 0 ❑ Boring Pit Ground surface elev. 104.71 ft. Depth to limiting factor 26 in. rr _ Soil Application Rate Horizon Depth Dominant Color Redex Description TTGrb ucture Consistence Boundary Roofs GPDlFt In Munsell Qu Az. Cont. Color SzSh•Eff#1 Eff#2 1 0-97.SYR2 513 sl k mvfr cs 2vf-m 0.4 0.7 0 - -20 SVR9 so I sbk mvh M 1 vI m 04 X 06 3 20-26 75VR2.513 sicl Ifsbk lnh as 1vt-I 02 0.3 4 26-30 7.5YR4f4 ft f sicl t fpl mfr ~ - O .C 0.2 Horizon 7SYR4/6810YR62__ . - .C. I is a natural fill. 2 Boring # ❑ Boring ® Pit Ground surface elev. 98.8Q ft. Depth to limiting factor 30 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD_/FF In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 'Elf#2 1 0-12 TSYR2 513 I s Osg ml cs 2vf-f 0.7 1,6 2 12-30 7.5YR2.511 - I 2f-msbk mvfr as lYf-f 0.6 0.8 - - 10.2 0.6 3 30-32 T5YR3/3 7.SYR4/6810YR6/2 Om mfr r Horizon 1 is natural 611. Effluent #1 - BOD, > 30 5 220 m91L and TSS > 30 5 150 mg1l. Effluent #2 = SOD, > 30 s 220 m6/L and TSS > 30 s 150 mg! - - L CST Name (Please Print) Signal e~ CST Number Ma Jo Hu en / ' 224832 Address Date Eva aeon Conducted Telephone Number 28497 Kin Arthur's CL, Danbury, WI 54830 11 - 07, 2017 715-426-1775 _ SBD 8330 (R04J15) >iKM+ (~ar2K Ll i cT 0-5 z12/c -2 -6'0() s n Boring boring # Pit Ground surface elev. 103 !~0 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FP F~I Munsell Qu Az. Cont. Color i 1, Gr. Sz. Sh. - •Eff#1 _ I Eff#2 - - r 0.7 7 SYP2.513 Is Qq m! ire ?vy.r~ 0.7 16 2 7-27 7 5YR414 is Ogg ml as 1 vi-m 07 1.6 3 27-29 7.5YR314 7.5YR416810YR612 at Om mtr - - 0.2 0.6 I i I- I I Boring# ❑Boring ® PH Ground surface elev. 107.40 ft. Depth to limiting factor 27 in. Sod Application Rate Horizon Depth Oommam Color Redox Description Texture Structure Consistence Boundary Roots GP_DJ_F_ t' In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. _ -E_tf#l _ ,EfM2 1 0-12 7.5YR2.511 sl if-msbk mvfr cs 2vf-m 0.4 0.7 2 12-22 7,5YR414 - at 1f-risbk mvtr cs 1vf-f 0.4 0.7 3 2227 7.5YR314 T sl if-msbk I mvfr as 1vf-f 0.4 07 - - - 4 27-37 7.5YR314 f2f 7.5YR416 Is Osg ml - 0.7 1.60 Horizon d has layers of we sl. Boring# ❑Boriny - F-1 ❑ Ph Ground surface elev. ft. Depth to limiting factor _ in. _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft= In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I i i i Effluent #1 - B0D. > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = 800, > 30 s 220 mg1L and TSS > 305 150 mg1L plat ho + Per 3 Of 15 Awralj+ ONlEt ~~RC N PORK LAC r-'~ . Bins p o~E .1 4if R LeWDem i z~, gif~H ►'~KK~NW'/(ICF (dXCW9 NA7VAN#&* -MG SC-C. LSD T30A1r FG 3>!k!y TC1c~ OF 5T 'iDSEPfI 4 a ~i ! T. ' of N.owi JUG . ~,OD ~4L~I S rj3C~ ,Ti~(o- "70-000 1344 OiMtt P-4zK RD. Nor& / r k ~ ..r0 vat BIA *t too. f•~,° o' iey to Uav lAy-a- in 9E: Q4 TF y t i ~ ~F p( f`.4 a Jf g y , :A'3` S V k Y ~I' r c Y Y_ _t t, A c, r.. tti i 2 a • k X r n I Wisconsin Department of Commerce SOIL EVALUATION REPORT Page! of-- Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must Include, but not limited to: vertical and honzontal reference point (BM), direction and Parcel I.D. D 3 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Rev Date' Pen:onai information you proyido miry txe used fur secondwy proposes tPdvacy Lew, s. 15.04 (1) (m)) Property Owner Property Location ❑ Quest Development. Inc. Govt Lot L lit 114 SW 114 S 25 T 30 N R 20 r (w) W I Property Owner's Mailing Address Lot # Bock If Subd. Nana or CSM# Suite 150 10700 Old County Road I5 22 Birch Park City State Zip Code Phone Number ity ❑ Village • Town Nearest Road Y l-C Plymouth I MN 55441 I( 7y3.595.9512 St Josep--L_ County Roa New Construction Usee Residential I Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Public a comirwaal - Describe. Parent material - - I rx•.. r,vrtum wasinsands.. Flood Plain elevation if applicable General com maZ tiors: (~/l~G+i ~,(TSite suitable for a mound only j - anCreoommen1dati (tf"/' G lD VQ/~CGL SQLY C/YI~GLGG'~t/1 11r ad aca.,1 LO - 1 1❑ Boring Boring # 1 r, RI _ Spit Ground surface clay. _ _ 01.15 ft. Depth to limiting factor _36,., , in. C ` to Horizon Depth Dominant Color Redox Description Texture Structure Consistence i Boundary R t llf in. Munsell Co. Sz. ConL Color Gr. Sz. Sh. I - 'Ef1#Y, H#2 j 1 0-8 1.5yr4:4 Is Imgr mvfr cs'- 2( ~~7 1.2 2 8-20 1C1vr44 - Is I IIngr mfr cs Ifs .7 1.2 3 20-36 1(1vr4?4 Is Imgr mvl~ cs - .7 1.2 4 36-54 l0vr4'4 CdSV 5,6 lvfs (Isg mft 4 .6 F2 # Boning Boring 92.80- 54 J Pit Ground surface elev. ft. Depth to limiting factor in. _T Soil Application Rate Horizon Depth Dominant Colorl Redox Description Texture Structure ( Consistence Boundary Roots GPDIff in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. i _ 'E"I 'Etf#2 1 0-6 IUyr313 - Is Imgr mvli cs 2f .7 1,2 2 6-54 7.5T416 - Is Imgr mvfr cs If .7 1.2 3 54-82 10yr414 12d5yr5~6 -'scl Ifpl mff _ ,2 .3 f I _ i _T ' Effluent #1 = BOD, > 30 < 220 mg1L and TSS >30 < 150 mg1L ' Effluent #2 = OD < 30 mgt and TSS < 30 rnWL CST Name (Please Print) Signatu CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 1201h Street, New Richmond, b1'I 10!5!01 715-24Ci-2454 Quest DcvelopmentAnc Property Owner Parcel lD#__ _ Page Of Bonny # 11 Bonny Q pit Ground surface elev. 102.50 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Descnplion Texture Structure Consistence Boundary Roots CPO/* In. Munsell Ou Sz. Cont. Color Gr. Sz- S in. 'Etf#1 00#2 1 0-27 10vr373 l Is 1mb~ mvfr cs 217 7 1.2 2 27-40 IOvr313 saturated is Im r my It - - .7 1.2 a Boring # ❑ Boring !L~'11 Pit Ground surface elev. _ fl. Depth to limiting facia in. I Application Rate Horizon Depth Dominant Color Rodox Description I exture Structure Consistence Boundary Roots GP_D/W in, Munsell Qu Sz. Cont. Color Gr. Sz. Sh. 'EH#1 'Efl#2 Boring Boring SPit Ground surface elev. ft- Depth to limitirg factor in. SoA licalion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. -Etf#1 'E##2 _ 1 l Effluent #1 = BOD,> 30 <220 mg4. and TSS >30:5 150 mgrL ' Effluent #2 = BODE < 30 mg1L and TSS < 30 mgL 'I fie Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY G08-204.8777. Snn E;;urni OR U'n}'p; 12 C ~ c„l K l- v ~ u~ 11- 3i~1 8 r'12 Ter g3.cr5 91.15 qA \ [~2 u b f3 3 I o a, 4 ~ ed 1~/' - W l Thor~uy Ne~Sor) 2 2 7 J~Eti!'/tiG. GOT 7'v l3E ~}SS~'(riJFO NE~v i~v/> i U/'D U~ L Pi'~v F'oK iSSv;},v cE ~F FY/57-1;06- c~ • 2~/),3 . a 0 . OZ7U ca,v bte 7 k//3. 30 30 . Z o3 y. 5o • oa•a ~/'G~•v~~ T~ M~4STE 030 • .2-0 /0 • orro 30 • z U y(r~ - 176' - Ulbrichl B Associates 55 O' Sewage Consultants 0 D 6S5 O'Neil Rd. d 3 0 • z.a 0 Hudson, VJIs. 54016 715, 38G o'/,? 5- 7r 5 • 77:?- 3 VV-2-