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HomeMy WebLinkAbout008-1040-95-100_ --- - -- Wisconsin Department of Commerce y T PRIVATE SEWAGE SYSTEM Safety and Building Division ` ~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Smith, Dou City Village X Township Eau Galle Townshi CST BM Elev: ~ ~~ Insp. BM Eley: M Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ ~ ~v (/ Dosing // bd ~~ d Aeration ~ ~~ Holding -emu- c..~.+i • ~ TANK SETBACK INFORMATION ~ ~,S~~o~ ~o ~~~, TANK TO P/L S WELL BLDG. Vent to Air Intake / N ROAD !, Septic ~ ~ - ~ ~3 ~ ~'3 Dosing Aeration Holding PUMP/SIPHON INFORMATION f-.1 iw~um ww nvc~ TDH Lif~,L Friction Loss/ System H~ 7 G~ Forcemain Len th I ~ Dia. h Dist. to Well C~ ~s~//, SOIL ABSORPTION SYSTEM ~_~,~ GPM ELEVATION DATA County: .St. (,rOIX Sanitary Permit No: 408239 0 State Plan ID No: Parcel Tax No: 008-1040-95-100 STATION BS HI FS ELEV. Benchmark Alt. BM (~ ~ / Bldg. Sewer ~~/ ~ ~ 7' St/Ht Inlet ~/ ~3 -,~ SUHt Outlet _/ ~~- Inlet Bottom ial Grade / t Cover ~~} TDH ~/ t ~' 7 a~,~lt~ /1-Pill asv s~ '~ Zia 79- j-c> /b/- ~. d /~l , t 3.7 d/ ~ 03 t t3. 9/. ti . ~ ~ /lib • ~ BED/TRENCH Width Length ~ N . Ofd ren es PIT DIMENSI No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ SETBACK SYSTEM TO P/LS L G WELL LAKE/STREAM AC G Manufacturer. INFORMATION D CHA ER OR Type O System: „~ f > ^~„y, ~ \ 3 ~ IT Model Number: DISTRIBUTION SYSTEM Header/Manifpld n Distribution ~ x Hole Size x Hole Spacing Vent to Air Intake !~ / / ~ Pipe(s) ~ [` ~~ ~~ ~ ~ 4 ~ ~ ~ II Length Dia Length Dia • / Spacing ) SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ~ No ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / a/ O ~" Inspection /~ ~~-~ Location: 375 250th St Woodville, WI 54028 (SW 114 NW 1l4 14 T28N R16W) NA Lot 1 ~ k ~ ~(~ Parcel o: 1 .28.16.207A10 1.) Alt BM Description = sue' ~U~ ~~~~~ ~ d off, , ~~-/~ 2.) Bldg sewer length = ~ 3 ' 0""" " - amount of cover = ~ ~ f 3.) Contour = ~ ~~ j~ ~ ~ _ --- ----- - --- ---- Plan revision Re uired? ~ ~ ~ ~ /~ q I_i Yes o Use other side for additional information. i ~ ~~,J -- _ ~.lfi~~Uj„ C? SBD-6710 (R.3/97) Date Insepctor's Sig lure Cert. No. ~ T ~~±+ 5~cy and BuiidinZs Division ,~r~~~~~i<~ 30I W, Washingtaa Ave.,'P,a~ Box 7162 Madison, WI 53707 - 7162 Oe artm~nt of CQmmo'<C~ ~t. .,Q L SAS' Sa~ta~91'ermit A-~plication la accord wid- Cpasta 53.21, Rrls~ Adm. Cads, Passonal info dop Name _ _. r ~ ~ ~- 1 2 2002 < ~ il1)YAddrta: r~!~,J?~y prep C.'t ~ Y 1 ms be d for see esas ~~`~°'~"°~~ rsc Iaw, a] 1 ~, X, 1,QOi~CAtinrr ]rII{Ollf1atl811 - P!le5se i~nt 111 1ntn..~a~tw.. _ ST ~!`o~~ St~niterr Permit Number /0 5~0 - ~s---~- °~° ay~i~ ~ ~t; s l~ r~8 x. R~Ib 0v~ ulo1J. 5535' !2- 3~ ~fS~~F Z[, Type of I3 dtuE (aihcait lYil that nPP1Y) ~1 ar 2 Namily Dwetling ,Dumber of Bodmopoa ,,,,~-, ~ ~~~ © I'vb1lcJCo~a~arciel - Dasartbe Usa ^ auto cwncd M6wnd d,~.`s!-, X 7 - GT1 TYY. 'I`y+Pe o[ I+c~pldt; (Chock only ono boar oa Hr1o A (nmllh~a;irig scb.crno for interAAl uses), C A. 1 ~ Ncw Z ^ RaplaOeunent 5yatam 3 ©Rtpltticemanr. of 6 ^ AddidOa to l~br Ce stem ~ T onic pnl Lxiatin B , ^ Check if Ssatutty Permit Pisvftsusiy issued Pertait Number IV. Type of ~'ornlit: ~(C21eck all that aPP1Y~Ga1im11erln8 sehatrta is for iriterrtal use) 44 ^ Non -Pe'essurl:ad Tn-Ground 27~,~' Mound 47 ^ Saad Ftlrex 2Z ^ Prassurized Ia~{"iraapd 41 ^ Holdit~'i~ank 48 ^ 5lagle>'~s di ~ At-C3radn ~6 O s..~ra,tw n........ t~..,. .o f'1 ~ __,.-~1__ Q CheeltitRevisiot- ~~~~~~ 9ubdirfaion Name CSM Ntm#r '+ ~w3z~~ ^V11~aQ,e ~>, J~lI kL/f teoty lue ~m issued 3d ^ Cvascuctad R/tltiapd 51 ^ Drip i,.inc , 3o D otlur Dedgn Ftow (bpd) kb~rsRald Area Dtspersa! Arcs Ro ased Soil APPIieadoa Peroolntiow Baca R ~~ ElevatIen ~0 p a1a(Gois./Dnys/Sq. t.) {Min./Incb) ,-. >'ularesioo 900 /~flo .3 0.~~ . /or•Z ~o~.Z ~ VL Tank Xuio fiapacity in .Total Number '~ s nr Prefab S[te Sreei Fibres Plsttrc iialioas Cialiano of Tnttks New 15xtaaps Taos Concrolc W ~ -/~ ~'/ /O~ J'~- Cosatancttrd G1~ 3opao or13s~~t ~ Up0 -^' DO b ~L19 ~ ~ °~~ amber boo "' VII. bIIl Statsmeat- I the and goad, atstmxs bull for fnstalLution of the POtV'T9 aLown on the aLtaeLsd nos. ]'lumbar': Nsiao {>~) P a Tao ~ ~ MPfA2PRS Number ~ Business P3mna Number rai ~t,CP 139~bZ ~t~ Z3,~ zLyu ~~~rs Address (sclrer. ter, smote. zip ~ S~ 0 9 7a 8 I ¢1/~ ~6,~/a~+~t m/ G !.~/~ ~ S/7J! (~J~Ppeoved ^ Disapproved Sig ~y~ {includes Grouaclwau+r Due Issued AYant Sigaantre (Ales 3nmps) a Owner f3ivata i~titial adverse . ~ ~ ~~ ?~ r/ a G~~~ Do don d IX. Coaditians of Appzvvul/Rrrraous for btsappmoval ~*~~ , . _ /~ `~ ~ ! /K~u~nd E.u~,Q.~ 6.~ Cuh.~ca-~t .~ ~.~H~ ~-OZt/~ z t~/o~~.~.. ua ~~~w>~.~ mss' ~~6~ ~ , ~ ~` ~o~~.,~raa~ ~'3. ~f3-/~iis~~2~!/~~'i D : / ~ !1~tacL popleq pipisa {t0 tLe unty a (°r aha ayatnq en pepet qet tw n 8l/Z :111odtR• fo Uae _ - .' ~' lirl r . _ SBA=0398 (R. U~101) `~~~ k~ ftc~`~arN~ ~ ~~- ~ ~~~ ~ ~~ ~~ mfr ?~. TOOiTUU~j ~~~~~~~S~QQ~L ZhTdAIdO'I SQ d,LAit10~N1~I1lQ 66~ CZ 5TL T ~3 5~~60 ~i1.L TOUZ/6~ isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce. state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary July 09, 2002 CUST ID No.139462 TODD L SINZ T L SINZ PLUMBING INC E5609 708TH AVE MENOMONIE WI 54751-5520 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/09/2004 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Doug Smith 250TH St Town of Eau Galle St Croix County SW1/4, NW1/4, S14, T28N, R16W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 857696 ~~g~ ~ Identification Numbers Transaction ID No. 762819 Site ID No. 646672 Please refer to both identification numbers, above, in all correspondence with the aeencv. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c ~~~ • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with th~ designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. TODD L SINZ Page 2 7/9/02 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation operation. In granting this approval the Division of Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing f j-. r { e . ~ 'QF Doug Smith - Mo d ~ ~1 G~ 8 Transaction # ~~` ~00~ Construction Materials and Techniques ®~t~ All materials must comply with Comm 84 and be installed in accordance with manufact~u'~S specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /O l ) Pressure Distribution, SBD-10706-P (O1/O1) Location: SW 1/4, NW 1/4, Sec. 14, T 28 N, R 16 W Town: Eau Galle County: St. Croix Date: June 27, 2002 Owner: Doug Smith Address: 8747 ring Hill Way Wood ry, MN 55235 Plumber: Toc~ Sinz Signature: License # (M~ 139462 Attachments: 6748-Plan Approval Application SBD-8330 page l: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management page 1 of 8 ~D ,~~~- r ~ ~, ~ ~, Design Criteria Y~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu1100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 4~ gallons/day hydraulic load Design Calculations In situ designed loading rate v~ 3 gallons/sq. ft. per day Depth to estimated high ground water '~ z z in. Depth to bedrock ~ 4~ in. Cross slope at system ~ ~ % M- ~• x Force main length 3 ~" ft. of Z in. Manifold/header length 3 ft. of Z in. Drain-back S'~•• q gallons Lateral length Z @ ~'z•~ ft. of ~`~z in. Lateral elevation 01 q~6: ~ ~ ~ • ~ ft. @ bottom of lateral ~ Lateral hole size ~~ e in. @ ~'~ • ° in. ( ~' • ° ft.) Spacing ~ ~ holes/lateral 3 ~ holes total Lateral volume ~ ~ 1~ gallons Total lateral discharge rate z ~~ °g gallons/minute @ 2 •~ ft. head Network pressure compensation losses ~ ft. Elevation difference ~ ~•a~ ft. Friction loss ~' ' ~ ~' ft. @ Z5 gallons/minute Total dynamic head Zv • ~''~ ft. Pump/sip~ron ~ 3 gpm @ ~ " ft. of head / Manufacturer ~°~-<<'"' . Model # ~ ~ 3 " Dose volume 1 ZS' gallons Lift/siph~on tank ~~ w~ ~ ~~`~' ~ ~+- ~~ C.o w.~ ~''~' gallons Septic tank ~• •' `' ~ "~ allons g Effluent filter ~ ~~ A - t ~ Measurement pump on and off ~ ~~ in. Height alarm from tank bottom ~ ~° • q' in. Reserve capacity 3 g 1 ~' gallons specs.calcs.res { I f Page L of g ` ` r ~ ` ` 1 ~'Ol~. Vw.: -~ S~, ~~ Jul (1'K w 3 0. ~ ~'l ', i ~t 'I! (V ~-• ~-o w S w• N w- J Q' 2,'8 - W ... ~ . ~ ~-:~. ~ ---, A G 0."m ~ _ ._ b > Ls S,.m., ~e,ti~ '~ -~' So s: ~ ~~ L tt,}~Q s ~.1~.~ b.. l.,,o !.. ~ ~< c r y~ ~~ ~~~~j ~ 1 o is aaib..~~ .~< ~ •' ~ 3 ~s ~ 3~a' z~' ~ w4~A~ 1 ~ ~tAU~.:w~ r~ (~w~it..~ t wTt9 - rr~+ ta0 ~G,~~j'~ i S-o' .t~` J° v C tc~w L i o~ 4't~~' - f S \ ` ~~ ~ n z ~ W. - a~ A S C (tee ~~~ui ~~w \. ~ ~ `ow l~.c> c.e..~. w ~ ---_ ~.. Sw~•< ~^ -~ _. .~ _ -~ 3r~ ~9.' ~3.y 5 g•~ ~.~~ ot.o~ ~ La e ~' :; ,i s .~ .. ~ 3 1roCk ~~ a.~~Y! ~~~ ~D~' ~.\Ow Zu ~~ J~7 ~ ~ ! ~~~~~~~. ~ 3 ~ '"1 ~~ ~ aQ w . ~ b ~ o,p ~ ,~ •. ~ 1 l.'Z ~ \.I.S r c-1 I ~ w-ar~ \ Jo i~.~co:1 1«~ 3 ~1' w Q-~w 0.v a.r.. \ t}~tp . p }~ 4 ~ a ~• ~y 2 .Tr ~ sr ~' ~ (e. b' ~ 4.1e' _. _._ __..__.._ 3 g' 2~•q', ~~~s, e.w~,aw~a~s.~ s t9r~~ -~~ ~ T -~~ ~~. -~L N o l t ~~ ` 4 T ~ ~1 i ~ Q~1r w. `~ v~ 0.14 ~..~ ~ 'ro w GJ"~X~ e ~ ~- ~ C14, l.~ ti O', 4^ C- a ~ ~ ~ ~ v ~ o \e S ~-Y v ~ ~ o .~ ~..'al \ ~ i-O `O a +' 't o ... c~ 4 r o c. K `~ 2„ 1 (~ 1 ~ ~ M p' ~1 1 T O \ `~ AM ~1 ~' Z~,,g r ~. I ~' (t' P v c s ~-, 4-0 , ~~ ~. - - - ~ j ~.t,~- 4.V h M t~ `~I `~`• L~ ~ IL~1.~e{ YO Ci K,V' O~/'rMQC.4. (Q" N ~{ J --._ . a~ ~ ~~ ~ S ~~~ - „~ i i '< ~~ ~ 1 1 a.. ~ V ~ 2, ~. - - ..: 1 .- J _ • h'in~H WEATHERPROOF LOCKING GOVfiR JUNCTION GvA/t'N ~i G d //8E'~ . &~ QwcK D~aGO~~1LT---~ ~'r`~-C k ~t~ 6~. ~- fin. •~.. ~• ~ ,, --~ J. 4m PIPE 3' - ~ no No-sTuae~o SOIL. 24u Z.D. I! ' 4'' 40 t~wuoLlr ... ~ ~ vE Hr . yg~ /AILS T AW itOVt.O ' sI~cET ~lrfT-J _~ BAFFLE 4 0 ~ PtP'G a ~ AL 3' ono ., u-~>~:.nx:a ,rwELTIGNS -~- w,/ '+~`ei~aQ ~ ~(~`v't7l TON ^ GRDUKO Lev, ~ 1+\''I'~v Owt1.n.T •~ /1Z~~ PwlP D ~„ LoKCRt~-'c ~~"' '~ 6coGK X3.0 • - 14,g /;~~ SEPTIC f _SPECIFI•CATIOIJS U ~ ~ 00 5 E ~ ~ ~ I ~ k .,. ~- TA-,Ir.S MAWUFACTURCR: ~ • g IJUMBER OF DOSES: PER OAy TANK SIZC ; l ~~ ~ ~~ GALL01J5 • .DOSC VOLUME ALARYI MIWLIFACTURCR; S `~ ~x~ `<-~~d IAICLUOIWO OACKPLOW: ~ 2't (~ALION$ P'~ODCL -JUWbCR: •, ° I ,~ ``~ CAPACITIES: A- ~~•I° IuCHCS OR 3~i•4' GA~L0~:5 SWITCH TyPG: ~~`~'` '"`b Z 2g.g ~° LI B = IAICNES OR GALLOtiS Q. <~,~, PUMP MAIJUFACTURCR: _ C a ~•4 ~A1CHE5 OR ~~'~~ ~ LA~~OUS ,~ MODEL -JUMDCR: ,~ ~ ~ ~R~ W`~"`Y D~ INCHES GR GAL~ONL SWITCH TyPQ; AJOTE_ PUMP AWO ALARM ARC TO DC MIWIMUM DISCHARGE RATE ~5.~ GPM INSTALLED 01J SEPARATE CIKCuiTj VERTICAL DIFFCRfIJCf ~fTWCCIJ PUMP 0 0 OISTRI~UTI _ i Z OIJ PIPE.., a~ FECTZ + MIAIIMUM NETWORK SUPPLY PRELSURE ~ ~ ~ ~ ~-~ FEET + o, ~~ + 3S i'EET OF FORCC MAIW X I_l~ F~ • - loo -tFRICT101J FACTOR. ~~~ } E T ~ ~ ~ .,.. '~ -"' TOTAL DyWA/"lIC HEAL 2 to . O } F r ., ~ .~~„ 11JTER-JAL DI!"1EA15-OAJ~ 0/ TA1JK: LEAJC.7H 2 „ 4 2 .. ;W~OTN _____~ ~ LIQUID pEPT H >, 0 a w x U a z r 0 a 0 ~- 80 160 240 320 FLOW PER MINUTE HEAD CAPACITY CURVE MODEL 152/153 w~ •- w w ~ ~ 50 153 12 40 152 2 $• 0 8 20 4 10 O 20 ~ 40 60 80 10 GALLONS ~ LITERS 0 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Owik-Box available fol'outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required, 1521153 Series -- - 1521153 MODELS ----- - Control Selection - Model ' _Volts•Ph Mode Am s Sim lex Du lex _ N 152 115 1 Non 8.5 1 2 or 3 _BN 152 1 _115 1 Auto 8.5 Included 2 or 3 . Et52 230 1 Non 4.3 1 2or3 BE 152 i 230 1 Auto 4.3 Included 2 or 3 N 153 ', 115 1 Non 10.5 1 2 a 3 BN153 115 1 Auto 10.5 tnGuded 2 or 3 I E 153 i, 230 1 Non 5.3 1 2 or 3 I~BE153' 230 t Auto 5.3 Included 2or3 O CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed Including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). TOTAL DYNAMIC HEA6/CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL 152 153 Feet Meters I Gol. Liters Gol. Liters 5 1.5 69 261 77 291 , 10 3.1 61 i 231 70 265 15 4.6 53 201 61 231 20 6.1 44 t 67 52 I 197 25 7.6 34 129 42 ~ ? 59 30 9.1 23 +- 87 ! 33 ~ ' 25 35 ~I - 1C.7 ~, - -- -- 22 85 40 12.2 -- -- ~ ~ , ! ~2 Lock valve: 38.0 Ft (? 1.6m; I as 0 ~:. ' 3 ~mj o,asoe ~/° ---1 3 27/32a 5/S~t i i ~'j i Z, C~~~[ ---.=n-=~' ~. /s ~ ~~ , ~ ~ _ ~ I;~ saw SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. ~ ~~ ~ RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. 80X 16347 ~ ~ `'~' Louisville, KY 40258.0347 Z SHIP T0: 3649 Cane Run Road Manu/acturers of ® Louisville, KY 40211.1961 Q P S I9,9~9 N vaurr LIMPS iNCf PUMP !O. (502J 778-2731.1(800) 928•PUMP http://www,zoe/ler. corn FAX (502) 774.3624 © Copyright 2000 Zoeller Co. All rights reserved. - ~ . ~ , l'7ov~ ~~f~~~3~ System Management ~~'"' - . Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715-235-2644, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . [f the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. t. Never pour grease or oil down any drain or stool. ~. Garbage disposals are not recommended; if you must have one, use it sparingly. 5. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 3. Avoid surge flows of water; try to spread laundry throughout the week. 3. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. [f necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. if this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. !f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. l 1. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 Wisconsin Department of Commerce Division of Safety and Buildings ~RIGBI~/S~IL EVALUATION REPORT in accordance with Comm 85. Wis. Adm. Code 1380 Page 1 of 3 Certified Soil Testing ounty Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arr tion and distance to nearest road . Parcel I.D. 6 `" _ 3 acr CSM Pending ~p /p 3Z ' a y ~ i~pntr ~ Please pri 1 I view d By Date Personal information you provide or secon ary purposes (f''riv~c aw, s. 15.04 {1) {m)). G~ ~~ ~ /~' a ropey caner ~O REcEiv ~ ropey oca ion Bill '\L Peavey Govt Lot SW 1/4 NW 1/4 S 14 28 N R 16 W l_ _ , . Property wner's ailing A ~ ~ ~? ~ ~ ?I'Q~ Lot # Block # Subd. Name or CSM / / ?~ ~~ 2530 CTHW N a' ~~~ ----_., Pen t g J City Zip Co Plumber ~'- vn Cit Village Town Nearest Road . Woodville ~ 408 tlVG$>~ Eau Galle 250Th St. New Construction Use: id'e ti 7 e edrooms ode enve esign ow ra e _~~~ Replacement Public al -Describe: Parent material till Flood plain elevation, if applicable General comments and recommendations: install 6' x 76' rock unit mound on 100.0 contour as upslope edge of rock w/ 1.2' sand fill for 3 br NA ^ Boring # Boring Pit Ground Surface elev. 100.0 ft . Depth to limiting factor 22 in~ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDItt' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 10YR 3/2 - sl 2 m gr ds cs 2f1m .5 .9 2 ~l 3-9 10YR 3/2 - sl 2 f sbk ds cs 1f .5 ~~ .9 -- - - 3 9-22 10YR 4/4 - sl 2 m sbk mvfr cs 1f .5 .9 __.. ____ 4 22- 8 10YR 4/6 f2p 7.5YR 5/8,5/3 sl 1 m sbk mfr - - .4 .6 I i - --_---- common gy st coa s on pe s m onzon ^ Boring # '''~ Boring Pit Ground Surface elev. 98.5 ft. Depth to limiting factor 35 in~ Soil Application Rate Horizon Depth Dominant Color Retlox Description Texture Structure Consistence Boundary Roots GPDIft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10YR 3/2 - sl 2 f-m sbk ds cs 1f/m .5 .9 2 ~I~ 10-28 10YR 4/4 - sl 2 m sbk mvfr cs 1f .5 .9 3 ! 28-35 10YR 4/6 - sl 1 m sbk mvfr cs 1f .4 I 6 4 3 44 7.5YR 4/6 f2d 10YR 6/2 Imcos 0 sg ml - - .7 '. 1.2 __ _ i common gy st coa s on pe stn onzon ~~ ` Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Eff u #2 = BOD < 30 mg/L and TSS < 30 mg/L ame ( ease rant) t na ure: um er Henry F. Grote ~ 222774 Address Certified Soil Testing Date valuation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 8/11/2001 715-233-0398 Property owner Peavey, Bill Parcel ID # ~ 3 acre CSM Pending Page 2 of 3 Boring # ~:' Boring Pit Ground Surface elev. 100.0 ft• Depth to limiting factor 24 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell ~ Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 1 it 0-7 10YR 3/2 - sl 2 f-m sbk ds cs 1 f/m .5 .9 2 7-24 10YR 4/4 - sl 2 m sbk mvfr cs 1 m .5 .9 3 2 -47 7.5YR 4/4 f3p 7.5YR 5/8,5/3 scl 0 m mvfr - - 0 0 - - --~-~- --- ^ Boring # '"~ Boring Pit Ground Surface elev. 101.4 ft• Depth to limiting factor 26 in. Soil Application Rate i ti D R d Texture Structure Consistence Boundary Roots P Horizon ~ Depth in. Dominant Color Munsell escr p on ox e Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/2 _ sl 2 m gr ds cs 2f1 m .5 ~ 9 2 4-9 I 10YR 4/4 - sl 2 f sbk ds cs 1 m .5 ~ .9 I 9-26 3 10YR 4/4 - sl 2 m sbk mfr cs 1f .5 ~ .9 4 ~ 26- 10YR 4/4 f2d 7.5YR 5/8,513 sl 0 m mfr - - •3 ! 5 occasiona gy si coats on pe s m onzon ^ Boring # !Boring Pit Ground Surface elev. ft. Depth to limiting factor in Soil Application Rate l C tion Descri R do Texture Structure Consistence Boundary Roots P z Horizon Depth in. or Dominant o Munsell p x e Du. Sz. Cont. Color Gr. Sz. Sh. i -- i i ~', I --7- -- I 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The 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 608-264-8777. SHD-8330 (R.07/00) Certified Soil Testing r ~o \ ~ .....~. •. L' a ~ N ~ t ~~' to 1 .~ \.,,, vwt .. ,.. ~ c~lR+. z L t~rZ4 ~~k Z »ui S~. ~~ ~ 13 wl wQy ~ ~a.~.e a \~Q~A~ ~ ~~~~~~ ~~ ~ ~~ o ~z se..~t~.~~ ~o~~~ ~~U ,sue ~~~.o~ - M-~ a-~Q '3 ` t l.i ~~ ~3 -4- C~~cs~ ~~ 13. 2 ~~n u .~.s ,.~~"" \ ~v ~ 1 ~~/~ l 4 _ 1~ • 3 Z"9'° X3+'1 ~ 5 g'z~ ~,,,~ ~, b.... s ~ ~- -- -- ~. isconsin ~ ~. Department of Commerce ~~ ..~1~~~. p 9 2002 ST -. (.~,._ ~~,;~ ~ :~, Cr July 09, 2002 u~`~'°= CUST ID No.139462 TODD L SINZ T L SINZ PLUMBING INC E5609 708TH AVE MENOMONIE WI 54751-5520 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/09/2004 SITE: Doug Smith 250TH St Town of Eau Galle St Croix County SW1/4, NW1/4, S14, T28N, R16W Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 762819 Site ID No. 646672 Please refer to both identification numbers, above, in all correspondence with the agency. FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 857696 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.01/01). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 ' TODD L SINZ Page 2 7/9/02 feet from the absorption area. chs. NR 811 & 812c A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 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. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. TODD L SINZ Sincerely, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us Page 3 7/9/02 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing JUL-®2-2®02 ~8 ~ 5J HRhIS HRGEN HOMES I PdC . 263 5°6 7213 P . 02'x'7 ...._ _. ..~. ..... ~(+~ u1r1 • 3T ~R~~X COUNTY PPTIC TANK I++I,i4IlYI`F.r1tANCE AC~R.BEM~t'r Ah~ Maiiiag /,,ddrPss ~ ~ ~ ~~1~) t'`'1~.- t.cJ ~ ~J~~1}~ ~~ f+rnpecty Adt~rres ~~"' (Vc eeRnixed fso=a 'Flttt+:ittg Urpatltnwr for oGw coasa'a~ete a} ~' GirylStette _ P~,rcvl Idexttifics~ion Number ~ - S J~--aZ6 rf~' -~ Z~ ~~~ ~~' L4ss~tYOn ~.w '1,, ~i-? '~, Soc. ~,'`~_, T,,.,N'-fi,,f 7`e~ro of ~i~"~ ~'t~t•[ . ~ ~rtfiit:d Snt~y 14ia~- ~ •i..~ .L~~ ~ . Yviru'ei$ _,,,,,~,,,I~,...r ~'~ ~ ~ L - `'}c4YAt~st'y Deed # V~lutste ~ Fagc # ~.~, Spe4 h ~ yes ~ ^o Lat lines idcnci$ablt ~ yes f~ u0 S~.'6'i'LM ~lt~srtC ipnprvpss use std ta8~n.n a ~ of Year septic sy3tbm crrald rC sult~ ins pa!~'~ }~ilum to ItstYit ~rRStes. Ptopar tnaiuteas~ aat~sisa ot'~pm$ ast ~e sep~e sank arty !b¢+ec years or mvoner, if naedad b!~ a ~ I W~s~ Yea Pat ions ~ system can alieatt~ ~~ o£the srr~:tie tank as a tseatat~c3tsgc ib the way dual +'ys~~ '1~ paaperty eevaes ~ to t~abmii w St Croix Dc~ertase~r a cerri5eadon fm•a~, sighed by the et+vaer ttat3 by a ~erpl~a~e=,j~tl'~-p'•umlxs, r~sa+~ccatlpttna~eror sli+xt~ccipea~pCt v~~.fY'°8 th*e (t~ ~e o~eite avasbe~rcerdspaRal ~s'~'xa i~ ih proper opex'ssi~ prnditiou antJ'or ~2) attar ~aspactiau and pna~p~ (Ei naccasaty), the eepRa tttrtt is 3~s t',-,sr. ~/'! IYIi of rlv~. have read the htwvC re:quiremants and tgxot, to ~mtans dse p~ivata se~rs~e dixpaaat iY~ta ~riRh the standosdt 3/a^a. the arKlecsigaed Get foctb, herein, as xi by t}rs T.-rpsrtatzatof Ccre~esee sad tre bei~artmersE Qfxattay.! Rsse'wata. Styte aF W4ccoraslAr eatltm ~~R that Your septfc system h:s bees taaintaincd must tae eamptttsd and reccu~ to ehe St fxoiR Co~mbr T..onin~ O~tu ..itkirc 3[ days Qf the ttsrec yt:as expsrt:tir~q date. t xiATE n~t-ra~~ CttR'~.f".dT'I4N I ewe) ccttzfy that ail startclOIIts Oa tb1'F fnSt!! it LYSLC 10 tht. best of ~~ey (aur) l;s.~swledge. t [we; era (a:c} tlao owner(s) o tht tapet~,y desccfba~d above,. b}' t~rtr:e bf a wreme».ry decd t'tootded ~ Re~iszCt' of T7essdlt OCllee. 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AN AF~iilYll'' ~T~E ~G9NC~ A$ Bi' P 7'aATtA(~NO ~ ~' TAat Cottaet aercNd/endtocatadh4 psrt dtM Nodes i,+4 afi~ No~waa8 fH x~d Sau~rsst lKof Ibe ~r ~ ns~ „~c~:a o~"~'' ~0' re row wsa+c~+. sr, c~~: Commett e! the Y4Yart ~ corbel of atyd Sacfon f 4; itnnor N o1' a2' iti' E~ beRsias on ale Vyeat @s d~la iYarfMvsat t!4 W satl 5~I t1) d ~p of f1t89.4t' b Nr aorne~ otLot f a scar card su~Y>t4ep,s recardrdre vWtuore ft~r+ste 4z>*a ar3K ~ tames caweerr,~m„r Msp~Eh.ncreb~y~.Nax,in6araatgtd4.se~r ta~E,.32ao4'mOheNe+rr+e~oa+~s.dsad tesiendaroJ7ai+rC see;sv~~psh.Alindreadred:maena~l+rr Sd~B'S3'44'~_ 4r1D~DD; ~nOr S Ci•A7~18' W. 95?.69: a1e~N 6!' 37'4i"W, t0~00'AIAM ~~rda144 ter t; rhena aloes the fat IYrre a! ayd tot t, NOi' OP lE'~ 351P.~'b Ah Pobra'llrgbr~ ca>I~ 3S,@ds egvan lpe~ a 0.8T5 sores. srta eTtr~aor~-r/ cormry a ~.r~.) 1, LauJence W. Alurphy, Rsgish-ad tamd Survsrar, do hsraby ~Y Glatt hews aerveysd as aaoN+ dsec~ed eedmeppedprepeNy ~ oAarMitsoartlk epdarrtatls ^~ nrdswc~a+ati~.ed aassetb dre bear dfm aneYrhdee eed,pslb[ ~ i iVYLTIif~'"4t3.'1r (AN'1tS E7~~},yJ1~Y72`+Tli ~R,=~, . 4 RivF3i ~Ai..~Y~ • 'V~~ISG'a1Y'fsl.N 'xxn yz i 1;i i, ,~ u 9~~ ~I.T ~N3a r~/~~s ~ Lx~ ~113&48~ P . 05f @? 'J~ 1920? 005 STATE BAR OF W ISCONSIN FORM 1 - 2000 WARRANTY SEED Document number This Deed, made between William E. Peavey and Jean L. Peavey, husband and wife and Doug Smith Grantor, Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): Lot 1 of Certified Survey Map recorded in Volume 15 on peg a being a part of the Northwest Quarter of the Northwest Quarter (NW+4 of NW'~4) and the Southwest Quarter of the Northwest Quarter (S'.~Ps of NW+4) and the Northwest Quarter of the Southwest Quarter (NW'y of SW~t), Section 14, Township 28 North, Range 16 West, Town of i:au Galles Together with all appurtenant rights, title and interests. 6 8 3 1 2 2 KATHLEEH H. YALSH REGISTER OF DEEDS ST. CROIX C0.* YI R OR RECOR 07-01-2002 9:35 AN EIIQIPT t REC FEE: 11.00 7RAHS FEE: 132.00 COPY FEE: CER7 COPY FEfi: PAGES: 1 Recording Arca Name and Return Address Title Ona Premier Group, Inc. 706 19th Street South Hudson, Wisoonsin 54016 Part of 008-1040-80-00 and 008-1040-95-000 Parcel Identit3cation Number (PIN) This is not homestead property (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements, and Restrictions of Record. Dated this 11th day of June 2002 . * *William E. Peav * * J L. Peeve / AUTFIENTICATION ACKNOWLEDGMENT STATE OF WISCONSfN ) Signature(s) ) ss. St. Croix County. ) authenticated this _ day of Personally came before me this 11th day of ~y ~ palm June 2002 the above named b~iC William E. Peavey and } O ~nslnJean L Peavavo TITLC: MEMBER ST;~T6 BAR OF W(SCI (If not, to me known to be~th~e person s who executed authorized by y 706.06, Wis. Stets.) the fore oing iL,~'~a nd acknowledged the same. TFIIS INS'PRIiMENT WAS DRAFTED BY * 1 ~ ~ V Palm _, _ _~ ~- Michael H . Forecki , attorney Notary Public, State of Wisconsin Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date: (Sienatures may be authenticated or acknowledecd. Both are not necessarv.) ___ December 12 2004 .) 'Names of'persons signing in any rapacity must be typed or printed below their Signatum. WARRANTY DEED S'I'~~'1'B BP:, OF WISCONSIN FORM Na. 1-2000 ttorney Michael H Foreeki I R30 Drackett Ave, F,au Claire Wf 54701.4627 Phone: (715) 835.3029 Pax: (715) 835-4112 Michael H. Forecki 1'7289162.ZFX Proeucea with ZipFam^' try RE FormeNa<, LLC 18025 Hawn Mia Roatl. Clinton TowntNp, Mkhpan 49035, (900) 3839905 / ©CV~ (~S ~ C~a ~~ I ~~.~~ Dog _ ~o ~, ~ ~ ~~ ao ~ r A .l ~:~ n ~/ - vo 8 - /p ~oU~B ~ !v ~/ -S v Es63277 °~ ! U ~~'~` ~~ ~ n~- 00 ~ 8D -0.d a0(o/3~,ATHLEEN H. WALSH r ~ 0 1 8 l0 `l0 _ qs-_ pS0 a o 7~kEGISTEk OF DEEDS ' ST. CkOIX CO. WI Oo ~' 1 O Y ~ ' ~~--~ OSd RECEIVED FOR RECdRD (~o~t"-' ~ X908 -- ~D ~0 _ 9.5- I ~ ao7~-~ a/DA •011-27-2041 3:34 PM a 6vg _ !o Ka - 9S'~ an _ CDPY FEE: 3.00 ~._3 Oo8 - /D ~!O " 9.~ -3ov ao -7 ,g -3 c~ RECORDING FEE: 13.00 CERTIFIED SURVEY MAP WILLIAM AND JEAN PEAVEY Part of the Northwest 1/4 of the Northwest 1/4, the Southwest 1/4 of the Northwest 1/4 and the Northwest 1/4 of the Southwest 1/4 of Section 14• Township 28 North, Range 16 West, Town of Eau Galle, St Croix County, Wisconsin. Legend: o Indicates 3/4" outside diamefer round iron bar 24"long having a minimum weight of 1.13 Ibs.Ain. ft. set. a Indicates soil boring for proposed septic system. v o 2 ~ 0 ~ W ~ ~ ~ b W~ o o ~' -~~o 300 ~l ~' W 2 ~ ~ ~`,~ a 2 W ~~ 0 ZW ~~ ~~ f~' o 0 ~. UNPLATTED LANDS 'S 88°57'44"E 320.04' 2W. /B' ~ 290.86' o ..a ti° hlh h I lava L T~ Lot Areas: Lot 1- 2.995 aches or 130, 472 square feet. 2.695 acres or 117, 404 square feet excluding road right-of-way. Lot 2 - 4.203 acres or 183,104 square feet. 3.883 acres or 169,139 square feet excluding road right-of-way. Lot 3 - 3.671 acres or 159, 910 square feet. 3.171 acres or 138,113 square feet excluding road right-of-way. Owner's Address: 2530 C.T.H. "N" woodvne, wi 54o2s S88.57'4 ~4"E /66.06' OI h M N ZI b ~o~~ I. o~~ 0 1~.~0 a 4 ~ y 2 I J ' ~ 2 w O /26. 9 ' p 7.69 p 26 ~ ~ ~ I i S88° 7'44"E/53.98' i L bT ~ N ~ ao~ -' N o N ~ ~ ~ ? ~ ~ h J .I 3 v ~ N Q m ~I M e W ~1 0 ~ ~ H '5.99' ~ Q ~ 294.05' , ~ ~ S88°5 '44 "E 320.04' -- ~,c~ a ~ o ~ O~iRii eq ll~~y .. . ~ `. ~ Z J ,gin ~_-_ °o N h 0 0 h ao ~~ yI 2 v W ~ ~ . ~iVl~~~ ~ j ?1)Ii i 0 2 (~ ,,. ;i O W ~ ~ b ~ ~ ~ Q 3 O Z ~ Z O 0 m i ~ J ~l Vl Q 0 Q SCALE / "= 200' 50' /00' 200' 300' 400' 500' 60D' This instrument drafted by Laurence W. Murphy Dated: October 3, 2001