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HomeMy WebLinkAbout010-1061-60-100Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal informlation you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Schillin , Ga len Emerald, Town of CST BM Elev: Insp. BM Elev: ~ ~ ~ BM Description: ,~ ~ G~ ~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ , l~J ~^- IC ~C~~~ Dosing / (mot: ~~ 1 •V/:• Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic g, //~ '^ Z~~ ~~! _ Dosing ~~ / ~ ~~ ~ ) Aeration Holding PUMP/SIPHON INFORMATION /-Y.I.~ ELEVATION DATA county: St. Croix Sanitary Permit No: 479324 0 State Plan ID No: Parcel Tax No: 010-1061-60-100 Section/Town/Range/Map No: 26.30.16.385A10 STATION BS ~ .~s HI ray. FS ELEV. ~r~~, Benchmark 3•b X02- 9Q~z Alt. BM Bldg. Sewer ~~.D 90 +/ St/Ht Iniet 13 :7'S ~ • `t SUHt Outlet ~ -~ Dt Inlet `„ Dt Bottom , • ~ ~ 5 ~S Header/Man. ~ c~ (~ /~ Dist. Pipe Bot. System 3.~5 ~~• S Final Grade r ~ ~a~•Z St Cover ~ t c/ ~7'Z ,~,d a~ ~ S Z. ct' BED/TRENCH Width ~ Length No. Of Trench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ % J ~ Z, ~_ "~~ '~`~+ ice` SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ~ T N CHAMBER OR \ INFORMA IO T e O stem: Yp Y ~ ~ I + ~~ ~ ~ J ,~ / UNIT Model Number: ~.-~, O rJ 111STRIRIITI(~N SYSTEM ~ L.r11_ Header/Manifold ~I Length Dia ~ Distribution ~ ~ -i Pipe(s) Z Length ' , ~ bia ~ ~ Spacing x Hole Size i I `-' x Hole Spacing ~ Vent to Airilntak +.r~~ \Q,~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ~ Depth Over / Depth Over ` xx Depth of xx Seeded/So ed xx Mulched BedlTrench Center j `"'] BedlTrench Edges ~ Topsoil r es No ~ es ~ .'] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ / Z_Z-1 n~ Inspection #2: / / Location: 2539 140th Avenue Emerald, WI 54013 (NE 1/4 NW 1/4 26 T30N R16W) NA Lot 1 ~`I ~ Parcel No: 26.30.16.385A10 i.) Alt BM Description = I G ~.- 2.) Bldg sewer length = ~~ ~C ~5 I Q ~ ~~ -amount of cover = ~ ~) Z ~ ( ~J / T----I Plan revision Required? Yes ~"_ No ~ ~ .~/Zj 6 Use other side for additional information. L _ I _ I _ -i Date SBD-6710 (R.3/97) ~i _ ~~~` Cert. No. SOIL ABSORPTION SYSTEM Sat'ety - Buildings Division Co~Y • T ~ ~ ` 201 W. Washington P.O. Box 7162 >} ~ ~ 1 ;,~~O~~~i~ Madiso 6 1 Sanitary Pemrit Number (3 filled in by Co.) De artment of Commerce ( ~ ti-31 S ,., ~~ ~ ~ ~ 08) Sanitary Perll'l~t 'n .: f Wis. Adm. Code, u pde ~ ,3 ~ (~® >n accord with Comm 83.21 state LD. Number ~/mil D 6 S ~ ~~ . /p • ~~ , maybe used for sacoadary purposes Privacy La \ ~; ~°~~~x . Proj ss-(itdt t '~8 address) ~ zs 3 9 1. Application lnformatlon - Piesse Print All lntormstioa G QFF~t;E , ~ ~ x,(Y~~ /, Property Owner's Name q Lot # Block # ~ ~eH ~ 1(~ t rv 3 D -~ --~ ( property Owner's Mailing Address ~""t Property Location ~.•~) ~' t So • `_ ~ n Section /~ ~ Y. ~~, Ci ,State Zrp Code Phone Number , , , +~ ~ ) t~ ~0~~•rS~t {~V s.. ~ Q'~ p '? s" S~ i " ~ ~ Z g J L( T ~7~ N; R ~LE or~) ll Type of Banding (check all Wert sPP1Y) , . S~ ~~ ~0 ~-I-or 2 Family Dwelling - Number of Bedrooms - Subdivision Name CSM Number ~ p yl pry~~ ` /--L jf ^ PublidCommemlal -Describe Use ~p,t,,,, ^ State Owned -Describe Use ~ ^City ^Village~!'ownship of rr Ill. T ype o[ Permit: (Cbeck only one boz on line A. Complete line B ii appltcable) A' ~ New 3yatem ^ Rephrcanrent System ^ TnatmmUHalding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New list Previous Permit Number and Date Issued Befame Expiration 1'kmrber Owner tc ~ ~ ~ 1V. of POWTS Item: Cbeck sll Wst a l X I • S~ = . 2. SZ~ o . o o le soil ^ Nm -Pressurised }n-Grand ^ Mound >_ 24 in. of suitable soII ~Mo At-Grade ^ Single Pass Sand Filter ^ + Constructed Wetland ^ Prrssurized in-0rourrd ^ Holding Tanis ^ Fdber~--I~~~I~robic Treatment unit ^ Rxirrsilating Sand Fiber ^ Recircula ' S 'c Media Filter ^ Chamber ^ Dri Line ^ Gravel-less Pi ^ Other ( lain) V. Dis naVfrestmest Ares lnformstion: = 9 ~ • ~ Design Fl ) Design Soil Application Rate(~rdat) Dispersal Area Req (st) Dispersal Area Proposed (sf) system Elevation ~ Vl. Tank Info Capacity in Total Number Maaufacduer Prefab Site Steel Fiber plastic Gallons (iallaoa of Units Concrete Constrrwted Glass Now Exiting Taodu Tacks scprkor}ielQla~7'adc ~Ot70 ~OQO ~ rFWI ` X Aciobic Terarmcet Uait Dasiog C6sm6cr ~ .n. ~ /1~ Vll. Res mibili Sbtement- >+ the na ed, ass nsibU[ for installation a~the POWTS shown ea the attached plans. PI 's Name (Print) PI 's Si MP/MPRS Number Business Phone Number ,d to l39~L 2 '7t.~'- 2 s = Ltf Plumber's Address (Str+eet, City, State, Z1p ) i V11L Coan /De rtmeat Use Approved a~__, ~ Sanitary Permit Foe ' odes (irnrmdwater Date Issued Issuing Agent Signature (No Stgarps) ~ / 5urrhazge Fee) ` '~ 1X. Conditions Approv 3) ,.,,I `~ . , ,,, . _ (~ S ~ .A.._~ ~ (N' v~'~~ ~4 SYSTEM OWNER: 1 Septic tank, effluent filter and `f~ S~,S .. ~ ~yj ~•-~ ~+^ /r~.t,~~(a ~,,,~ ~ dispersal cell must all be serviced /maintained SYS~ o~a_ C~~--- ~ ~ ~JJ as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. AttreY Complete plow tto ts,. Coaaty orq) for the system er papor rot leer tYar i1r3 x I1 Ireaa is else ~aX -/o ~ 6~ r~y~ SBD-6398 (R. 01/03) 1 eve t~~~dro~~f iron pipe T00.00 of iron pipe 99.20' 8' .50' I 96.70' 34 98.40' '~~~y4,Nwy ,s26,r~oN,R~b~ ___.. i ~ yl Q .I ~' 0 ~t ~w_ e,.t 1 4 C a.t o~ I f i ~ ~ ~~~:~~ ,,, / . NE lot comer ~` K ~ ~ z.,s ~ ro ~~ ~~ ~~ z. 1 ~~ ek ~~s - k~s10 ~ ~o ~1o'e \~eSTtit~i3~~ ~~~e.:: J I I I i' ~ __ ~ __. ~ ~ '// J ~ ' ~.~~ ~ ; ~, S u~ ~r..r/,. ~~ ~ I ~'. ,'~~. +he c~\ 1 ~ ~~ - ~ U-O ~ w~„.da ~e.~~. ~~~ ~~~.o~ ~ '~ \~g' 1." ~~VC ge,~ toYC~ ~n.~et, h p ~~ ~~ ~ _____ ~`i I ~~~ n (/~~ ~.. ~~ ~ ~?o slo~/ o w ~~ G-~- i o` s~- e+ ~ a,Y Q°~ ~ ~ a~ g T T O (~j '1 ~t T ~~ r,i r aT.a ~~ ~r .r ~. r r ~ ~, ~~ - - - is - ~ ~,,.....~ --~ - /~~.. ~' _., ;. i~ ~~ i ;f commerce.wi.gov i ^ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce.wi. g ov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary July 06, 2005 CUST ID No.139462 TODD L SINZ T L SINZ PLUMBING INC E5609 708TH AVE MENOMONIE WI 54751-5520 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/06/2007 SITE: Gaylen Schilling 140th Avenue Town of Emerald St Croix County NE1/4, NW1/4, 526, T30N, R16W IdentificatiomNumbers Transaction ID No. 1151065 Site ID No. 698216 .Please. refer to both identification numbers, above, in all corres ondence with the a enc . FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1026421 Maintenance required; 450 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located. in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1/O1). The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)" • The approval conditions stated on the May 18, 2005 Soil Saturation Determination approval letter shall be followed throughout the construction of the system. • 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. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning m e d per Comm 84 product approval conditions. ~~' Conditionally TODD L SINZ Page 2 7/6/2005 • Comm 83.22(71 - A coRy 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 injectors. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) -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. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of 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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry Grote commerce.wt.gov ~scons~n Department of Commerce May 18, 2005 CUST i.l) No. 227387 THOMAS C NpLSON ENVIRONMENTAL BY DE51GN 1432 120TH ST NEW RICHMOND WI 54017 CONDITIONAL APPROVAL AT7N• POWTSlnspecror ZONING OP1=1CE ST CROIX COUNTY SPIA 1102 CARMICHAEI, RA HUDSON Wi 54016 Safety and Buildings 4003 N KINNEY COULEE RD lA CROSSS WI 54601-1831 TDD #: (608) 264.8'TT7 www.commer~e,wi.gov/sb/ www.wisconsin.gov Jlm t)oylo, Govamor Mary P. Burke, Secnztary PLAN APPROVAL FXPTRES: OS/18/Z007 Identifi¢atlon Numbers Transaction )iA No. 1135062 SITE: Dave Waldroff - Site 1D No. 6982X6 Town of Emerald, St Croix County Please refer to both identification numbers, NE 1/4, NW 1/4, S~6, T30N, RI6W above, in all corn ondenee with the a ene . FOR: Object Type: Soil Saturation Determination Regulated Object II) No,; 1017464 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: l . Approval is hereby granted pursuant to s. Cotnm 85,60(2), Wis. Adm. Coda, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom ofthe A horizon. 2. The estimated highest level of prolonged soli saturation approved under this determination is 6 inches below grade. At least 30 inches of sand liR on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. The basal soil application rate for the mound shall be 0.2 gpd/sf, and the~tinear loading rate 4,0 gpd/ft. 4. Chisel plowing to s depth of 12+ inches immediately prior to sand placement is required to Improve vertical water movement into the soil solum. 5. Landscaping up slope ofthe tnound shall be incorporated into the POWTS design to prevent surface water from concentrating along th'e up slope edge ofthe mound and to divert Surface water drainage away from the system. An up slope surface water diversion should be installed as per the recommendation of the CST. 6. The designer should also note recommendations for side slopes made by the CST to help divert Surface water from along the up slope edge ofthe mound. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface ofthe POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes ofplan approval and sanitary peruut issuance. A copy o[ 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. If plan index sheets were submitted in lieu of addirional full plansets, a copy of this approval letter and index sheet shall be attschc:d to Z00[~j OHI OHISIIZ!'1'Id ZlSIS Z Z Zl3SZS4:Z5TL XP3 CC~t30 s00Z/9Z/SO 1'HOM,4$ C NELSON Pagc 2 S/18/2005 plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement ofconstruction/installation/operation. In granting this approval the Division of Safety & Bulldings reserves the right to require cttattges or additions sltould conditions arise ntaI:ing them necessary for code compliance. As per state stars 101.12(2), nothing in this revi~wv shall reliere the designer of the responsibility far 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. Sincerely, ~. Leroyroy/~slcy, Wastewater ecialist p Tntcgrated Services Bureau (715)726-2544 'V'oice lja~tsky@commerce. state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7.633 C00 [~ ~AII 9HI~fl~d Z11I5 Z Z Z65Z5CZ5TL %V,3 ~£ ~ 60 9002/9Z/SO L a . Gaylen Schilling -Mound Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: RECEIVED Mound, SBD-10691-P (O1/O1) Pressure Distribution, SBD-10706-P (Ol/Ol) JUN 2 7 2005 SAFETY & BUILDINGS Location: Lot 1, CSM v 16, p 4391 NE'/4, NW '/4, Sec. 26, T 30 N, R 16 W Town: Emerald County: St. Croix Date: June 30, 2005 Owner: Gaylen Schilling Address: c/o TL Sinz Plumbing E. 5609 708th Ave. Menomonie, W~~54751 Plumber: Todd Sinz Signature: License: MP 139462 Attachments: SBD-10577 -Plan Approval Application SBD-8330 Transaction 1135062 approval letter Page 1: 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 8a : Construction notes .10F pOM gU1lD1~GS p tON OMSAFEjY AND pIVIS SEE GORRESP ENGE page 1 of 8 - ~°°!I .a ~. Design Criteria ~"S 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 cfu/100 mL =` Fats, oils, grease < 30 mg/L ~` Bedrooms x 100 gal/bedroom/day x 1.5 ~ L' gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold/header length Drain-back Lateral length ~ @ Lateral elevation Lateral hole size ~~~ ~ in. @ ~ ~ holes/lateral ~. Design Caleul ` ~ `~ ,~ ~'`~ ~ z 4-, 4.~ ~ '~ `$ L~ ~ 2~~~ S ~~5 ~~~~ 3 ~,.~o ~g \ o,Z~-Z 2. S`. o~ o,~S' ~~. o 1~~Z 2.0 ~l~ 2 S' ~~~~ ~ ~~ Lateral volume Total lateral discharge rate _ Network pressure compensation losses Elevation difference Friction loss Total dynamic head Pump/si~on ~ 4` gpm @ _ Manufacturer ~~ e-~~~ Dose volume Lift/si~ion tank ~~ ~-~~~ ~~' t ~ - ~ vfl Septic tank Effluent filter ~ ~ ~~ o ~` i ~~z z - ~4 ~ ~ Measurement pump on anal off ~ ` ~ Height alarm from tank bottom `~' ~ Reserve capacity ~~ z- ~" specs.calcs.res ations gallons/sq. ft. per day in. in. ft. of Z in. ft. of _ in. gallons ft. of `~~ 2 in. ft. @ bottom of lateral in. ( ~ ~ ~ ft.) Spacing holes total gallons i gallons/minute @ 2 ~ J ft. head ft. ft. ft. @ z ~ gallons/minute ft. ft. of head Model # ~ ~ Z gallons ~ ~ gallons ~ ~~ gallons in. in. gallons Page ~ of g SC81e 1 " = 30' Bid 1 7a of iron 100.00' ~~ '~~~~ P p~ ~~~ BM 2 Top of irvt~ Pipe 99.20' B1 98.58' B2 99.50' B3 96.70' 64 98.40' z . 3~ ~cR~S NE r4r NYV y ~ 526, T3ON, R l6nJ -__.. 1 -~_ 0 w ti NE lot comer ~~ ,` ~r erl ~ ~~~ ~ f ~Cct~ oN f Z~ rr''z;~¢ -- ~~~~5 , 1-~~ ~~~K(-~- ~ w.l~ ~ ~..(~. ~~ ~. o ~ /] -F a V C c ~'v. 0., h ~~ ~o ~10~ ~,sT~rzs~~` 2-~~e ~P~..c2 ©~~s,~wzor ~o I I ~-A^~S ~ V LL ~ ~. ti f I I J I ~. ~ ~~! _~~ t i /~~ ;: ~ N~ i q4 cf~.o~ M v1 o` S~- el ~ a~,Q°~` ~ 3 ~~ g ro .. .. - .. ,x ....... 1•r .~ .~ . . ., 3 ~~ a. ve a~t b" ~os~ " CV' tZ~ ~a.a , '4.~eovt ~ ~'~G cwav•~ "7 aQ q..v , 1 tw , p ~/ ~ .~ 1 ;i - °~-~-:' ~ ~~ { ,~ aQ ~.., , \ °~ a ~ ~~ / 1 RtiTM b ~ o,p t ~ ; /' 1 2,5' 2 ~,~~ psi ~ M1 w.a~ ` ` b s~bco:` ~i~w~ .. . .. ~ ~~ o': ,. . ~ ..... ~, . i r , `t' ~~ o lt---1 g1 ----,1; It,~,' o' ~ ~S~fl 1~,~~ ,. `~ l ~~ s. t 4-1 ,~ T. o : 4'' P v < <..~ ..a off- _ ~. ~ w ~: ~ ~ w.~`t, ~-~ ~ o~ o w, ~ ~ ~ o ~~ ~ ~ - ~~ 1 \ (~ \ ( '1 N o~. \ 0.+ Q!v` .~ 't' QX ..w: ~-~i ~ 1 ~ S I ~ ~ O wa 0~.~{ O i Ir O a. k ` s~ ~, ~ ~ ~~~2~~ ~uC Sat ~, ~ ~V~ s qro ~o~<< vir.~,: y h `Z`~e.s.~ t vy~ s.. },o ~ .. a. ~~ 1`Iz p~~ t~~ ~ ft l ~~.SZ ~` -E1'.. ~~ I f 3. ~ ~ 3, o I ~,5.' t~s' I 3~ o' l ( ~, ~' I 3. ~' ~, SS•~ S 5~5 ~ 1 l~c~ • ~~ b ~ e l ~ o ~. `.. ~ ~..J~ csz..,J+w ~~ o... \ :.~.~.. .~ ~ I~ . o ~ ~3 ~ o ~ ~ .~. a.~,.~ \ n (( ( `` -- e~}-a. ~~v o ~a,c~ ~k~., w. "~ lr a1v a by h ~o-~-.~ ~ ~ 2~s'' L, ~ ~~ s .G g t ,~,~ -LACKI-JG GC)VfiR -~ !~/A~N /NG .C /~BE~ , GvIcK GI~CO~~tcT--~ L"Iw~ ~aS ~ _'--.~ 4 Pti~,~~, G-P6 3' RU NDISTuRBED \ Soli, ~4WROVL~ Uas\aM ~- 3' o t t~t-s ~~~ p~P~ c.a Nw14TtZ1cr C~e~ ~'S, O ti~~~~ ~~~ o SEPTIC f oosE > ~.. 24uI.D, r~a~ua~ A _~ BAFFLE 4 C] Y o.tt 1t.0 C ~ \ D F'r ° ~tiZ-1`43 Fl /V : h O w'}~ a..~ t( ,~ AloiW ~„ pN b.~ Cx.~ 9" SPEGIFI~CATIOIJ ~~- . ~~ ~ o R ~ `C .2 I"1n~,v WEATNERQRO~K n ,,TLJ N GT S O N ~„~ Bccc 11 i_ 7~,7Tr,/7 P vt ~ d" 40 vEtiT -J -~ ~ ` ~~ 'v ~ w (,. G S ~-~ 4c 3' o~T o Sotrt~ GRou•+~ 4z" PurlP Go~rt,RE-r~ 6coCK - i T~~,1..5 MAUUFACTURCR; `~ ~~`~ `~Z IJUMBER OF TA1JK SIZC ; l ~~~ - ~~ (,/~LLO~S DOSES: PEh C~~ • OOSC VOEUME ALARr1 /'tMiUFACTURCR: S a1 ~~t`~-~Y` , 11JCLUOIWG OACKPLOW: ~~`~ G~~~pNS i I"~ODCL -JUF4l~CR: • 1 ° I ~'~' ``~ CApACITIESc A=2S~ `~ I~1CHE5 OR~~Z' S SWITCH TyP[; ~"~'t"'" w~~ C~l,IOkS 24 •~ Z ~~ VUMP /'1AAJUFACTURCR: 8~ I U C M E S O R C*Aa.~ou S Q ~, l9 ~ 'U S f~ MooE~ NUMDfR; C a O iUL nE 5 OH f.AllONf 4.~ 13 4 i JWITCH TAPE; ~MQ~••.a.v ..t, p~ INt.HES GR ' Ce~gllpkS MIfJIMUM OISCHARCa~ RATE 2~~1 GPM IJOTE: PUMP AUD ALARM ARC T~ 6C INSTALLED 0-J SEP~R^TE CiKLutTs VORTICAL DIFFERfIJCf OfTWCCU PUMP OFF AUO OISTRIDUTI O-J PIPE `~`~ .. FEET + MINIMUM NETWORK SUPPl,y PREtsultE ~~S' ~-~ ~-5~ . ~ . ~ + ~ g FEET OF FORCC MAIIJ X ~~3~ F'T~ FR . , FEET ~.gZ 25/ ICT1o1J Iloo ~t FACTOR. FEET _~ ~~ - TOTAL Dy1,111MIC HERO 20,~-~. = FEE T I-JTEftN tt Al. OIMEIJ . 610-JC or TA1JK, L.EIJC,TH ~~ ~~ ~2' 4 2 ' WIDTH ' j LIQUID DEPT H £~i ~ loa~.~ 6 ~ a ~ -~ 0 a w x a z r 0 a 0 0 3 27/ FLOW PER MINUTE 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 Qwik-Box available for`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 t 52 __ t 15 1 Non 8.5 1 2 or 3 BN 152 t 15 t I Auto 8.5 Included 2 or 3 E 152 _230 1 Non 4.3 1 2 or 3 _BEt52 230 1 Auto 4.3 Included 2a3 N 153 i 15 1 Nan 10.5 1 2 or 3 BN153 t 15_ 1 Auto 10.5 Included 2 or 3 E i 53 230 1 Non 5.3 1 2 or 3 BE 153 230 1 Auto 5.3 Included 2 or 3 A CAUTION Ali installation of controls, protection devices and wiring should be done by a quallfled licensed electrician. All electrical and salety codes should be followed Including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). TOTAL DYNAMIC HEAd/CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL 152 t53 Feet Meters Gal. Liters Gol. Liters 5 t.5 69 26t 77 291 ~, 10 3.1 61 231 70 265 15 4.6 53 201 61 231 20 6.1 44 167 52 '97 , 25 7.6 34 r 129 42 ' S9 30 9.1 23_~ 87 33 --_25_ 35 10,7 -- ' -- j 22 8~ I 40 12.2 -- i -r -- '. t 42 Lock Valve: 38.0 FI. (11.6m)~[c.0 Ft ;'3.[~il oi~soe z- -~-- ,-T _~-•~ I r~ Ill ~~ i ~.. __ t2 ./A _ I. ----T I I ~ ~_ sKZOSa 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. -- T MaL ro: P.o. eox 1x347 ~ " Louuvi8e, KY 40258-0347 Manufacturers o(. ~~ "~ a` SHIP TO: 3849 Cane Run Road Zo , • /6~~ Louisville, KY 40211.1981 ~~ 7u4[/TY /SUMPS svCE ~c,lcJiJ (502) 778.2731 ~ 1(800) 928•PUMP [J http://www.zoelleccom PUMP !O, CdY/6n9177A_4R9A .~ © Copyright 2000 Zoeller Co. All rights reserved `~ `~~~' 0 80 160 240 320 .~ 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, TL 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 dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If 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. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or dose tanks are no longer used, they must be properly abandoned. 11. 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. 12. If possible, the upslope toe of the mound system should be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run-off; fmal settled slope should be 2-3% over the system or 2-3% diverting surface run-off around the ends of the system. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If 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 dose tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner 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. If 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. 11. Warning: Do not enter septic, dose 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 Construction Notes T. The mound system is located close to the southeast lot corner and close to the proposed residence; care must be taken prior to construction to avoid any compaction or disturbance of the mound basal area and the down-slope area within 15 feet below the edge of the down-slope toe. 2. The mound perimeter and down-slope "Do Not Disturb" area should be located and flagged/fenced prior to any on-site construction. 3. Truck traffic delivering mound sand and cover soil must be carefully routed as close to the south and east lot lines as possible with access to the upslope mound area only via the end-slope/upslope corners of the on-site system at the extreme southwest and southeast system corners. 4. All construction work will be accomplished from the up-slope area of the system. 5. Prior to sand placement, the site must be deep chisel plowed to a depth of at lest 12 inches; soils must be relatively dry per standard construction requirements prior to construction. 6. A diversion ditch is located upslope of the system and must slope 2 percent to the northeast along a flat bottom with 5:1 side slopes with a nominal width of 11 feet; the ditch must be seeded to minimize potential erosion. 7. Additional soil fill shall be placed as necessary along the upslope toe of the system to direct any surface runoff towards the diversion ditch and to the northeast. Page 8a of 8 commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary May 1$, 2005 CUST ID No. 227387 THOMAS C NELSON ENVIRONMENTAL BY DESIGN 1432 120TH ST NEW RICHMOND WI 54017 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/18/2007 Identification Numbers Transaction ID No. 1135062 SITE: Dave Waldroff Site ID No. 698216 Town of Emerald, St Croix County Please refer to both identification numbers, NE 1/4, NW 1/4, 526, T30N, R16W above, in all corres ondence with the a enc . FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1017464 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: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 4.0 gpd/ft. 4. Chisel plowing to a depth of 12+ inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. An up slope surface water diversion should be installed as per the recommendation of the CST. 6. The designer should also note recommendations for side slopes made by the CST to help divert surface water from along the up slope edge of the mound. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to THOMAS C NELSON Page 2 5/18/2005 plans that correspond with the copy on file with the Deparhnent. 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. Sincerely, //~~ /a.1, Lero G. ans Wastewater ecialist Y kY~ P Integrated Services Bureau (715)726-2544 Voice lj ansky@commerce. state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WSMART code: 7633 isconsin Department of Commerce INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce.state.wi. us/sb (715)726-2544 Date of Inspection: October 20, 2003 Project Name: Flom Use: Residential, New 3 Bedroom Home Legal Description: NE, NW, 26, 30, 16W Site Number: Subdivision: Lot 1, CSM V16, P4391 Municipality: Town of Emerald County: St. Croix Plan Transaction Number: Sanitary Permit Number: Wastewater Flow: 300-450 gpd Persons Present: D. Waldorff Plumber Name and Address: Unknown Certified Soil Tester Name and Address: Adam Schumaker, CST 253309 Owner Name and Address: Janet Flom PO Box 323 Baldwin Wl 54002 (715) 684-7154 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and .consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. The following soil profiles were described as follows: T-1 00-05" 10YR 3/3 sil, 2csbk, mfr, cw. 05-09" 10YR 3/3 sil, 2f-mpl, mfr, cs. 09-12" 10YR 4/4 sl, 1cpl, mfr, cw, w/ cad 7.5YR 4/6, 5/6 and 10YR 6/2 rmfs. 12-19" 7.5YR 3/4 scl, 1 csbk, mfi, w/ mad 5YR 4/6, 5/8 & 5/2 rmfs. T-2 00-06" 10YR 3/3 sil, 2csbk, mfr, cw. 06-11" 10YR 3/3 sil, 2f-mpl, mfr, cs. 11-13" 10YR 4/4 sl*, 1f-mpl, mfr, cw, w/f3f 10YR 5/6 rmfs. 13-18" 10YR 4/4 sl", 1mpl, mfr, w/c3d_10YR 5/6 & 5/3 rmfs. "occasional grand cob This site is very limited as to where a mound system might be installed due to less suitable areas both east and west of T-1 and T-2. The original soil test report by Schumaker indicated suitable soil conditions for a mound system. Kevin Grabau, from St. Croix County Zoning, conducted an onsite investigation and determined that the site was not suitable for a mound system. This was based on the presence of redoximorphic features in the A-horizon at CST B-2 (11/1/99 Schumaker Report) and questioned whether redox features were present in the A-horizon of the other two soil borings (B-1 & 3}. I agree with the county's assessment at CST B-2, and have determined at locations T-1 and T-2, that redox features are not present in the A-horizon. Flom Report October 20, 2003 Page 2 of 3 If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.0 gpd/ft unless compensation is made elsewhere, and the basal wastewater application rate should not exceed 0.2 gpd/ft2. The additional basal area and low linear loading rate will partially compensate for the gentle land slope and help prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of a mound at this site to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The length and location of a reasonable installation contour may be a problematic and is not part of this evaluation. The CST needs to show accurate contours 25 feet in all directions beyond the proposed mound site. There is a substantial up slope land area that drains toward the proposed mound system area, and there are steep slopes down gradient of the proposed site. These features are both good and bad. A mound would need to be designed and constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch of some depth should be installed to redirect both surface and near surface water away from the mound site. If there are any questions regarding this report, please contact me. Leroy G. ansky, stewat Specialist Ljansky@commerce.state.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax cc: .County ^ Plumber ^ CST ,~ Owner ^ Other RECEIVED MAY - 6 2005 Introduction: SAFETY & BUILDINGS On September 11, 2004, Thomas Nelson, CSTM, Environmental By Design conducted a soil and site evaluation on property owned by David Walfroff located in the NE l/4, NW l/4, Section~3,~V town of Emerald for the purpose of a septic system. Prior to this, a soils report had b ~~''`` ~ ~ am Shoemaker and reviewed by Kevin Grabau from St. Croix County Zoning who sugsl~'~Qij~~~y not suitable for an A+4 mound system. Leroy Jansky followed these efforts by vi ' e d suggesting that the site might work for an A+0 mound system My supportive inf the site would be suitable for an A+0 mound system through an interpretive det C E the Wisconsin Department Of Commerce's Administrative Code, COMM 85. D VIS+ON OF SAFETY AND BUILDINGS Methodology: Backhoe pits were provided for three borings, labeled 1 through 3 and a single han~ gbor ng ab~leti' , CE with interpretations of the sites suitability being conducted using soil redoximorphic features, soil texture, soil structure, and soil color pursuant to the guidelines under Chapter COMM 85 of the Wisconsin Administrative Code and using the USDA-NRCS soil descriptive system. During this field investigation I observed the landscapes morphological features, vegetation, and hydrology far the purpose of this Interpretive Determination as defined in COMM 85.60(2) of the Wisconsin Administrative Code. Upon completion of the collection and review of the field data, which included the accurate measurement of the site featured locations; site plans, and the system design, this interpretive report has been developed for review. The intent is to demonstrate that a minimum of 6 inches of unsaturated soil exists on this site and the influencing factors on this site would allow the compliant installation for the purpose of a mound system serving a residential use on this property as allowed under COMM 85.30(2)(b) of the Wisconsin Administrative Code. Local Hydrology: ~. c~~ ~- ;~ "~ The local hydrology of this site is influenced by the average of 30 inches of precipitation received, the soil properties, and localized geomorphology. The seasonal issues such as frozen ground and warm temperatures also influence the site. During the winter months when the ground is frozen, there would be an accumulation of snow with any melting action running offthe site on the surface of the ground. Spring rains would produce additional surface runoff until the ground has thawed. Upon thawing, the permeability ofthe soils would be moderately slow due to the silty soil textures, and the location of the site, with it's limited upslope watershed runoff, would be minimal. Summer temperatures and plant growth would provide removal of soil moisture through evaporation and evapotranspiration. Local Geomorphology, Soil Disturbance, and Local Topography The geologic interpretation of this area directly related to the glacial geology of the Eastern St. Croix Moraine, a ground moraine that was formed by the accumulation beneath the glacier and resulted in a composition of stony, reddish-brown glacial drift. Post-glacial windblown silts formed loess deposits that overlays this till. Below is the Cambrian bedrock Prairie Du Chien formation, a dolitimized limestone formation. Soil forming activities have resulted in what is known as the Northern Till Uplands soils resulting in dark silty soils. The site has been cropped in the past and it's position on the landscape is toward the top of an upland hill. This hillside has a 4 percent slope and was probably formed as the advancing ice scoured the landscape, retreated, depositing the till material, forming the rounded knobs of the hillside. In most recent geologic history, the road was build toward the west of this property, limiting the amount of additional surface runoff on this site. Soil Series and Mapping Units The St. Croix County Soil Survey has mapped this area as FnB or Freeon silt loam, which consists of moderately well drained soils on low ridges and foot slopes of ground moraines. These soils as described by the Soil Survey, are represented by a surface layer that is approximately 8 inches of very dark grayish brown silt loam and a subsoil consisting of silts and clays. The subsoil is saturated with water for long periods of the year. Redoximorphic features are absent in the upper 8 to 10 inches of the soil profile, indicating awell-oxidized condition and free of soil saturation. The redox features increase in intensity and frequency with depth, suggesting longer periods of saturation the deeper you go. Also represented in the soil borings were plant roots at depths of 10" to 12". Data - The soils evaluation report and system design have been included with this report. - A copy of the USDA Soil Survey map that provides the soil-mapping unit described above. - A USGS Topographic Map, revealing the geomorphology of the site. A POWT site plan, representing the best location and layout of the system that best treats and distributes the systems discharge water. Government Reports Leroy 7ansky, Wisconsin Department of Commerce Wastewater Specialist, has visited the site initially with the original soil tester and then again viewed a boring with me in the area of boring number 4, finding no reason not to support the site's soils and landscape position and being suitable for an A+0 mound septic system with a minimum of 6 inches of unsaturated soils Additional Information Unique to the site Root activity was observed at 11 inches in boring 1, 12 inches in boring 2, 10 inches in boring 3, and 12 inches in boring 4. It is recognized that these biological activities are normally not apparent in zones that are saturated for long periods of time. Recommendations The recommendation for the site would be for the site to be chisel plowed to a depth of at least 12 inches so as to aid infiltration. From the upside slope of the system area, 28 inches of ASTM C-33 sand lift should be placed on this plowed area. This provides the 36 inches of necessary vertical separation to provide the necessary treatment of pathogenic organisms. The recommended mound design uses a linear loading rate of 4.0 gpd/ft and an in-site soil application rate of .0.2gpd/ft2. This will be accomplished by designing the absorption area to be long and narrow and extended the down slope toe area to a 5:1 dimension, effectively increasing the basal area and eliminating the chances of toe seepage. Additionally, the slope on the upper toe edge of the mound will be constructed so as to be a slope with a 3:1 side slope at each end and a 6:1 side slope for the I dimension at a point L/2 so as to help divert surface water from the upper slope. Finally the design requires that a water diversion ditch be installed above the mound so as to also aid in the diversion of surface waters from the upslope area This should be installed with a 5:1 slope, a width of eleven feet, and oriented so that it traverses the contour slightly, draining the run off water north and down slope of the mound area. Conclusions I believe that this site will accommodate the proposed private onsite waste water system for the following reasons: - The described soils in this location support the mapped description, which represents in its description as silts and clays. The soil series description also does represents seasonal high water tables from 3 to 5 feet and I feel a more accurate representation would be 8 to 10 inches as evident by the redox and gleyed colors at that depth. Similarities between the described series and these findings represent an increased contrast and abundance of the redox colors in the subsoil the deeper you go in the profiles, suggesting increased saturation for longer periods at Beater depths. - The biological activity in the soil as represented by the roots suggests that the soil has not been saturated in the most recent history of the soils. These activities cannot survive in saturated conditions. - A design with a long and narrow system representing a linear Ioading rate of 4.0 gallons per day per foot and an in-site soil application rate of .0.2gpd/ft2t. This configuration represents the best distribution of the wastewater, spreading it over a longer area. With the increased height of the mound, there is the assurance that there will be 3 feet of filtration between the bottom of the system and the zone of saturation. Also built into the plan is the increased dimension of the upslope of the mound, providing a 6:1 slope at the L/2 location, and the addition of a drainage ditch above the mound. These last two additional features will minimize surface runoff onto the mound area from higher elevations behind the system. The total design assures that the requirements of Comm. 83,41 of the Wisconsin Administrative Code are being met so as to properly filter the wastewater and to assure that there is no surface discharge, with discharge going below grade. - The mound septic design and management plan provides proper treatment of wastewater and expected system longevity. Accordingly, the plan submittal addresses the methods and design for treatment and dispersal of the wastewater below the surface as addressed by the code requirements. The final authority for this site's approval rests with the appropriate regulatory agencies: the Wisconsin Department of Commerce and the St. Croiz County Zoning officials. Anri18 2005 Thomas Nelson Date " Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 ~ 3 Division of Safety and Buildings in acwwance wun wrnm oa, vns. ream. ~.aae Courrty St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size Plan must . include, but not limited to: vertical and horizontal reference point (BM), direction and pares I,p. Pending percent slope, scale ordimensions, north arrow, and location and distance to nearest road. Please print all informat/on. Reviewed by Date Personal information you provide may be used for ~condary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location © ~ David Waldroff Govt. Lot 114 114 S T N R r1 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3981Ziver Road 1 Waldroff Cily State Zip Code Phone Number ity ~ ~Ilage ^ Town Nearest Road Hudson WI 54016 ( 7~5-549-6601 140th Avenue 0 New Construction Use Residential i Number of tx:drooms 3 to 4 Code derived design flow rate 450 to 600 GPD © Replacei~nt ~ Public or commercial - Desoribe: Parent material Flood Plain elevation if applicable ~Tt)e- ft General comments '~ site is being retested and submitted as an interpretive determination as the soils are A+9 and recommendations: a Boring # ©~~ Q pit Ground surface elev. 98.58 ft. Depth to limiting factor 10` in• Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DlfP in. MunseN Qu. Sz. Cont. Color Gr. Sz. 5h 'Eff#1 'Eff#2 1 0-7 10yr3/3 - sil 2msbk mfr cw 2f .6 .8 2 6-10 10 3/3 - sil 2fp1 rnfr cv, if .0 .2 3 8_14 10yr4/4 ~DOS~'~6 sl lmpl mfr cw if .4 •6 4 14-25 10yr4/4 c3d10yr5F6, 5/3 sl lm 1 mfr - - .4 .6 2 Boring # ~ B0d"g 96.50 9 0 pit Ground surface elev. ft. Depth to limiting factor in. Soil icatlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-5 10yr3/3 - sil 2msbk mfr cw 2f .6 .8 2 5-9 10 3/3 sil 2fp1 mfr cw if •0 .2 3 9-13 10yr4/4 c3d7syr4l6, 5/6 sl lcpl mfr cw 1 f .4 .6 4 13-24 10yr4/4 cad Syr4/6, sIB, s/2 scl lmsbk mfi - - .2 .3 "Effluent #1 = BOD > 30 < ~0 mglL and TSS >30 _< 150 ntg/L * Effluent #2 = BOD < 30 mg/t. and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson -`- `"~- 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI ~.. ~ / . p ~ 715-246-2454 ..,,,..,,,,, m,,., *.,, Property Owner Waldroff Parcel ID # Page of 3 ~..' Boring Boring # a Pit Ground surface elev. 96.70 ft. Depth to limiting factor 10 in. Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/3 - sil 2msbk mfr cw 2f ,6 .8 2 6-10 10 3/3 - sil 2 1 mfr cw if .0 .2 3 10-13 10yr4/4 f3fl0yr5/6 s1 1mp1 mfr c~'~' if .4 .6 4 13-25 10yr4/4 c3d10yr5/6, 5/3 sl lmpl mfr - - .4 .6 a Boring # ~ Boring 98.40 8 • pit Ground surface elev. ft. Depth to limiting factor in. Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DlfP in. MunseU Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-5 10yr3/3 - sil 2msbk mfr cw 2f ,6 .8 2 5-8 sil - 2 1 mfr cw if .0 .2 3 8-12 10 4/4 c3d7.5 4/6 5/6 _ sl lm 1 mfr cw if .4 •6 4 12-24 10yr4/4 cad Syr4/6, 5/8, 5/2- scl lmsbk mfi - - .2 •3 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 "Effluent #1 =BODE > 30 < 220 mglL and TSS >30 < 150 mglL * Effluent #2 = BODS < 30 mg/L and TSS < 30 rng1L 'Fhe 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 'I'I'Y 608-264-87?7. SBD•8330Test (8.07100) •« , Property Owner Waldtoff Parcel ID # Page - 2 :. of 3 Borin Borin # ~ Pit g ~ 9 , g Ground surface elev. .96.70 ft De h to limftin factor 10 in. Soil ication Rate Horizon Depth ; Dominant Color Redox Description > Texture Structure Consistence Boundary Roots . GP D/fP• .. , . ,... .. - in: Murtisell _ Qu: Sz:' Cont. Color Gr. Sz. Sh. _ "Eff#1 "EtT#2 " 1" ' 0-6 10yr3/3 : - sil : 2msbk mfr cw`, ~ 2f .6 .8 2 6-10 10 3/3 - sil 2 1 mfr cw if .r(0< ,.2,, •; 3 10-13 10yr4/4 f3f10yr5/6 sl lmpl mfr ~w, ..' 1 f _ 4 ~.. ,6 4 13-25 ;.. 10yr4/4 c3d10yr5/6, 5/3 sl lmpl ~ mfr _ 4 ~1 :6 _ :; Boring # Boring 98.40 8 ,.. , .. ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soii A ication Rate Horizon Depth Dominant Color Redox D escription .Texture ~Strudure Consistence Boundary Roots GP D/tF ., in. . Munseq , _ Qu. Sz. Cont. Color Gr. Sz. Sh. " "Eff#1 "Eff#2 " 1 _0-5 __ 10yr3/3 - ;: sil 2msbk `~+~,; m£t ,- ", , cw=,: 2f , :6 ,; .8 2 ~ ' S-8_ - _ ,. sil' 2 .. ,' .' mfr:, . cw if A - .2 _ 3 `~. 8-12 ' ' 10 4/4 c3d7.5 4/6 5/6 - sY~r ,~... a .~ mfr . " -: cw . if - ~' ,4 , .6 . 4' 12-24' 10yr4/4 ` c3d'Syr4%6, 5/8, 5/2 `. scl``~ `lmsbk mfi - : _ ' " " .2 .. .3 . t ~ .,.. ~: y'. ; __ , y _ .... K ~ ~. r i _ .~ a BOring # ~ BOring "_ _ Pit.... Ground surface elev. ft. Depth to limiting factor in. Soil Aodication Rate "Effluent #1 = BOD6> 30 < 220 mg/L and TSS >30 < 150 mg/L' 'Effluent #2 =. BODE <.30 .mgrL and.TSS < 30. mglL 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 648-266-3151 or TTY 608-264-8777. SBD-8330Tat (8.07/00): .~ - ... :. r -. -:. _:, , 4 ~ . ~ ~ csw,~ ~hjA ~7L~~ 1° ~ Ji)~ . ~ ~ rr ~~ ~~I~ II~ i BM 17op of iron pipe 100.00 , BM 2 Tap of iron pipe 99.20' B198.56' B2 98.50' B3 96.70' e4 96.ao' _" O+,J ~'" 1~~ NE lot corner ~4~ ~~' ;~{ ~ ~~CQ~ ~ ~~ r ~ r i ' a ~i ~~~#,~ BIB i 'Top a' ii+on pipe 100.00' BM a 1~ av~ ~e 99aa' es 9asa' gz 94.sa' 6396.70' 8498.40' Lot 1 NE 1/4, NW1/4, Section 26 T30N-R16W Town Road i NE lot corner q p~ B' 97.50' 97' 1' flat ditch bottom Drainage area below mound area '`~ 25' within the down slope area 2.39 acres of the mound not to be disturbed in anyway B3 Mound area appro~amatiy 140' by 48' 4% slope B2 11' wide diversion ditch 5:1 slope for the purpose of diverting surface water from the back side of the mound This ditch traverses the contour line and drain Northeasterly 162' itch to curve J around and dra away from side of mound ~ BM1 SE lot comer 9$' 100 T r ' ' ` SAFETY AND BUILDINGS DIVISION a ~ ~ Integrated Services Bureau 13 East Spruce Street IS~®I1SII' INSPECTION REPORT Chippewa Falls, wl 5a72s www.commerce.state.wi.us/sb (715)726-2544 DEpartment of Commerce Date of Inspection: October 20, 2003 Plumber Name and Address: Project Name: Flom Unknown Use: Residential, New 3 Bedro m Home Legal Description: NE, NW, 0, 16W Site Number: 26 Certified Soil Tester Name and Address: Subdivision: °t ~ ACS 16, 4391 ~.,,~ Adam Schumaker CST 253309 Municipality: Tbwn of Emerald -----, /!,¢.a.~~/~-- ~ ~~U_~~.~, Jl,v,.~~ County: St. Croix Plan Transaction Number: Owner Name and Address: Sanitary Permit Number: Janet Flom PO Box 323 Wastewater Ftow: Baldwin WI 54002 Persons Present D. Waldorff (715) 684-7154 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surtace contour length, and surtace water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. The following soil profiles were described as follows: T-1 00-05" 10YR 3/3 sil, 2csbk, mfr, cw. 05-09" 10YR 3/3 sil, 2f-mpl, mfr, cs. 09-12" 10YR 4/4 sl, 1 cpl, mfr, cw, w/ cad 7.5YR 4/6, 5/6 and 10YR 6/2 rmfs. 12-19" 7.5YR 3/4 scl, 1 csbk, mfi, w/mad 5YR 4/6, 5/8 & 5/2 rmfs. T-2 00-06" 10YR 3/3 sil, 2csbk, mfr, cw. 06-11" 10YR 3/3 sil, 2f-mpl, mfr, cs. 11-13" 1DYR 4/4 sl*, 1f-mpl, mfr, cw, w/f3f 10YR 5/6 rmfs. 13-18" 10YR 4/4 sl*, 1mpl, mfr, w/cad 10YR 5/6 & 5/3 rmfs. * occasional grand cob This site is very limited as to where a mound system might be installed due to less suitable areas both east and west of T-1 and T-2. The original soil test report by Schumaker indicated suitable soil conditions for a mound system. Kevin Grabau, from St. Croix County Zoning, conducted an onsite investigation and determined that the site was not suitable for a mound system. This was based on the presence of redoximorphic features in the A-horizon at CST B-2 (11/1/99 Schumaker Report) and questioned whether redox features were present in the A-horizon of the other two soil borings (B-1 & 3). I agree with the county's assessment at CST B-2, and have determined at locations T-1 and T-2, that redox features are not present in the A-horizon. '~- ~ Ft~~m Report ' October 20, 2003 Page 2~of 3 If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading .rate should not exceed 4.0 gpd/ft unless compensation is made elsewhere, and the basal wastewater application rate should not exceed 0.2 gpd/ftz. The additional basal area and low linear loading rate will partially compensate for the gentle land slope and help prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of a mound at this site to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The length and location of a reasonable installation contour may be a problematic and is not part of this evaluation. The CST needs to show accurate contours 25 feet in all directions beyond the proposed mound site. There is a substantial up slope land area that drains toward the proposed mound system area, and there are steep slopes down gradient of the proposed site. These features are both good and bad. A mound would need to be designed and constructed to divert surtace water around the mound structure as much as possible. In addition, an up slope drainage ditch of some depth should be installed to redirect both surtace and near surtace water away from the mound site. If there are any questions regarding this report, please contact me. oy G. nsky, Wa water S ialist Ljansky(_c0' mmerce. tate.wi.us E-mail 71.5/726-2544 Voice 715/726-2549 Fax cc: (County ^ Plumber ~ CST ~ Owner ~ Other DAVE, INllll.p6 ` •:. - ' , ,~1~/~~ r~4~n~- Avg ~ ~-- - ~- sc.,A. c~ i ~i = y~o" T-~ ~T i3M %Z PP~~ Y~ .~ Po~~ -~.~,, • ~ ~ ~ , ~scxutsl bepartment of Commerce $OIL AND SITE E1/ALUATION }~`.' of Safety and L?uildings .-- Page ~ of rg u of lnt rated services n accordance w' a~1m.83.09, Ws. Adm. Code 430f~ eg ~ ~, , " ~ ~, ~ County Attach complete site plan on paper not less than 8 1/2 x 11 inches i 'ze' Plan ast•-,, r.. ; i ~ include, but not limited to: vertical and horizontal reference point ( , ~,-direction~>#~i~''~ ' =°' ~ , j~ percent slope, scale or dimensions, north arrow, and Location and distance to nearest road. parcel LD. # .:.7.) , APPLICANT INFORMATION -Please print all infornpation. Reviewed by Date %'QUP,TY Personal information you provide may be used for secondary purposes (Privacy~Law, s. 15:tYt~(~~U~FICk f Property Owner ~. rroperry wcangn , ~ ~`~.: Govt: L~t J /1/4,f/w 1/4,S ,Z~j T 3 G ,N,R ~~ E (°r~ Property Owner's Mailing Address lot # Block# Subd. Name or CSM# ~ P~ nd t'n City State Zip Code Phone Number ^ City ^ Village [~-Town Nearest Road I ~ (~ New Construction Use: ^ Replacement (Residential /Number of bedrooms ~ r y Addition to existiny building ^ Public or commercial -Describe: Code derived daily tlow L(~ gpd Recommended design loading rate ~ Z- bed, gpd/ft2 ~ ~ trench, gpd/ft2 Absorption area required,~QQQ_bed, ft2~trench, ft2 iv,aximum design loading rate _Z_bed, gpd/ft2 ~ 3 trench, gpd/ft2 Recommended infiltration surface elevation(s) ~oU . ~ ft (as referred to site plan benchmark) Additional design/site considerations !° ~ n ~ u r ~ !-r . ~ c/' ~ r ~ Parent material ~J 1 Flood plain elevation, if applicable ~- ft S = Suitable for system Conventional Mound 1~i-Ground Pressure AT-Grade System in Fill Holding Tank U Unsuitable for system ^ s ~ u I~ s^ u ^ s D u ^ s ~ u ^ s ~ u ^ s ~ u Boling # Ground elev. ,fx;~t, Depth to limiting faCtOr l~_in. Boring # Z. Ground elev. 7•~~t. Deptli to limiting factor r 7_ in_ CAII II~Cf_RIgTIAN RFPART Horizon De th Dominant Color Mottles Structure d R t GPD/ft2 p in. Munsell Texture Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boun ary s oo Bed ,Trench 0 o t ~ t .3 - ~ S; (mule vr~-~-^ s i~ • Z~ 3 "` 5 ~ i y i ' Remarks: _~ Z ~ s r` ` ~ e~ - ,5~,~ Remarks CST Na (Please Prin / 'nature Telephone No. /~vr~Q ~~r- ~?lam ~ y'? --f'~' ~ ~ ess Date CST Number ~l0 ~ CP ~ r S~ ~ _ ~ .~~~. ~ ~v/ SrYc~ z,S'" /~ ~-f~ ~s 3a 9 -- PROPEjiTY OWNER ~ ~~r l~-~ ~~,-1~.1' SOIL DESCRIPTION REPORT , ' ~ ~ Page ~ ~ PARCEL LD.# 1)~' y~ ~~ , • n ~ BOfing # Horizon Depth Dominant Color Mottles Structure in• Munsetl Texture Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Bounda ry Roots 2 B d T 3 ~ e ; rench ? - ~ ~ Ground ~ elev. ~3 ~ ~ r~ ~ ~ S l y~,s ~ C - , o 9~ • G tt. r _ ~ Depth to , limiting factor ' Remarks: Boring # ~.. Ground elev. ft. Depth to limiting factor m. Remarks: Horizon Depth Dominant Color Mottles Structure in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots GPD/f Gr. Sz. Sh. Bed , Tre Boring # Ground ; elev. , tt. Depth to limiting , factor , in. Remarks: Boring # - Ground elev. tt. Depth to limiting factor ~n' Remarks: SBD-8330 (R.9/98) __- __ __ • WK { f ~;LE 1 "_ -k 3M1 ELEV. rU0 DESCRIPTION- ~fo~ B~I2 ELEV . 1 Da DESCRI~'TTON- 9a SYSTEM ELEV. '~ ALT. ELEV. CONTOUR ELEV. ~t2s~ LOT .0 u 00,© ~--- j ~$~pa N ~,S' Acres 11 ...' .- - ,L . ,-1- ~. ~ - - t3 m Z j~ ~i. `~.{4\ ~i t'c i ~~'~ Z i3 Z q~' i ~\, 2"~I 3 ~ d ~o x' i3/ I b"- ~- 3 ~ t o_g<< ~~ ~ ~ ~ ~~ ~--- ~ ~ %'~ 3lz - ~~ ~ v.,, ~o A.-- "tea,. ~ ~~ _ ~~~ ~ s~ ~3s _ ~a~-/ ~~ ~~ VH ~' • PAGE 3. OF _. _ . LEGAL, DESCRIPTION N ~ o.l~kc/IIGJ ~_ = x ~ ~i'VIL$ALD. PLAT T-30-N • R-16-W ~~ . ~__ uE •: Sx. Caou CoulvTY, rN,tx~oNSUV - _ c ~ a> :~-~ (j.a11dOW7le1'S~ - ~ ~ ~ - See Page ]12 For Additional Names. ~ - CYLON PAGE 70 FOREST PAGE 72 '....-.. _._ 2500 2700 1 S 2300 2400 S Joseph & John & Patricia ^ ~ ~ - iorralne McConville SOGry ro .'~, Rodney `O"K w I t- 12] GIDen 105 126 ~ p Pe ((°w £ Chad g La & Rance y. Joseph & WilBam ~ n 7 3&L Peter & ila ,° KrLstlne ~ erson ~ Lorraine Donna ~ ~ Courtney 3 I I a Denucd rte. Gillen 81 119 ~ Roukema q ,~ ~~~~, - W1Wam & lames & yG~ a o Kevin 232 ~ m ~ 2 "~eq I Dulene Willetk °2 ~fJ c ~ Wittmer o r. 391 317 ~ - ~tl~ Demo 80 317 ~a: ~ ~ Dale & °p ~ ~ aaox taox. a lames anon o ~ 3 ~ ro ( Doris 70 ' ,~ James & pennis gt ${ ~ `" ~ -s ~ 170 78 N~_ ~ ° ~C u S m~~ ro ~ i Kahler AArX~ Nankel Ca~G~ JM Namara ~°etersen ~ ~~ & I ~.._ so ro BB 170th AVE >< ~- V w 2 97 120 4p 40 ~ 3 160 160 ~~3 b Qwm o~ Gloria o. n 3 6 3 a 3 s SA 8E ML ad er ~ Linda ~ ~ seniors 1 ~ "+ 3 eona Fand1Y 7 3 ~ ~ Wozniak +' Door- r Lonny & _ i.' h- ~t Trust Bra & ~ I ~ ~ onald & • Laton & ~ y g6 §§ r.osc B a q Beth Rance S Djoseland ~«€& vii ~Y 2 134 O 79 ~ 3 Arvold Henderson N ohn & Mawr 146 __ 120 { ]60 coa- Ter & 1 BO~e 200 L & ~r~ ~ Dennis & )ean caEE Lames. Don Steinert ~ M ck k Iona ~ ~ ~ Wm CO t"` Edy & Doris caster K 8c Mary ~ ~e t 7 tr ack R '2 5 Potts Maw g Iu y Berends eg 80 ERason 79 Ibp ~ - 6 40 ~ 80 it w to r 160 O..u.'J~ 80 ~~ ~ P r ~ PaILL z 156 ~~~ g Janet David ~. 39 ~ 153 7 149 4 80 2 ` 8 McNamara Andtrsoa K & R ~ 160th AVE . _ 78 _80 ~- Hammar- Kenneth & e~,dky 4 K & R B old back r~ ~ Norman this e,~~ Marie ~ t 28 r8 Shan ~a~mmar 110 119 Trust ~~~ LoMgt man Francis & ~ ~ tom"-" Fam[tY L ;a~°_cIJ 160 Susan ,ma Trust , Y~BaYe ""`""'I 1s9 80 xsbH Klatt ~ ~ 66 N u ~ ~~ ~_ ~- Maurice O~ 6 1 ~ 231 w ~~ ~ M~O~I ~ MazzareBa RJ,^5 x Edward & 1 CGr+I+ I < g3 ~'~ cNi ~ ~.°~ 240 "' I I !n d O °~ 40 120 0 36 °J~ M ~0.. u 1~P a 69 ElvJt .u°m.°° 2 2 ~+ ~ 80 atc zo 373 1 '~ ~ , a ' M e Timoth 8E 0 _ Qy v ~a 4 G ~ tK et,13 2 ~~ = tr BN 225.Mult ~ ValeritY O ~._ 01E Fdwud & r gg M ~, tray Richard & Kennedy a g ro v 3 MsD E y ~ Emerald 3 o O 3 00 ~ > ~- w ~e D r n Derrick & Manta 80 ta~ ^'~ ~ u ~ ~ Dorw n -&,pM~~an Vrieze ~ ~ ., I Burleigh 8c ~ v~ '~ E Lavonne o, w 1 ~ ~ a RUN 6 Moon ~ 0"~3 ~S e. om~o~ Larson $ ~~ ~ ~ nrowhr ~. 72 ns o0 110 sl 237 ~m~~ 24 pp gpc rg ~ ~ ~ p a~ -p ~ ~~ °° Harvey & m $a°t o~ 0 308 .°'+ G'ti 3~~~ ~F+ ~ Heius~ gp 4S~>... SDZarlIla a Michael ~- oo ~' Roixrt& HieBcema ~~ <n Ro er & Bernice ~ >Z 4K D 3`d~ ~~ wink Dfanee & ~'G$ 102 ~Mnq~ry ~>~ Dor~ivin N rah rd~~~gn Jensen 77 ° S 9D Raebel 80 tr t% ~ N ~ ~ ~ RO1' g Snse2h '- a~ar_ea ~ leers 740th AVE ~ a a @ 50 4 278 240 ~~ ~~ U 105 G~ glace Y 4p ar Omann Dennis 40 Howard 60 8: Marl •p ~ vte. rMma r REEK ~ c ~, ~ ~ 3 ~ ~Ti G~OII ~ ~i~ ah g Steve ~ Dean & 80 t. ~ ~ 'O o RIchaz 'S~ aacer Bruce ~~ ~ ancy Bou- Shelley ~ ~ d6x ,0 v Patri C w 37 & 160 bomb ton Wink ~ x x v,o A ~ m Fr Gary & ro Ts 63 Spoo m .~-~ wm Judith ~ Helen 200 &JQ o pi DI6~ ~rj ~ ~ ~ (7 Z ~ 160 N~d a 120 RushfeWt o _37 140 8 o er Davis ~'1.' v 1 Tro- ~ s Iwrab Gary q~91pw- °Q C ~ `e ~ tow ~ ohn & 120 A ~ N "' David ,a u x x ~., o? a Henry ~- Borst mmm.s ~7; o a a e - Susan W Daniel .°+~ « L' Waldroff a'a~~ -~OS~•O H~~ 176 `0W'~ ar 40 s O n: T ~ $ ~ colds lace Miller ^~~ ~ '~ g~ g 3 ~ Loan o ~ se 'w 0th AVE 80 ~~ m8 61~ 40 150 ~~ tao e m e~ m ~..- ~ wn a~~o Hee- ao ~ o: 77 3 58 ` brink < g m m 4 D°'R- Reuben ~" m ~ ° wink '' ~ 1 " R g w Ran o- gg66 A u Thomas S & I & Doris ~S ~~ M„y g Lois ~ ~ ~° F. Gene R ~ ° -' a„`•8 & ud ac- Meyer 69 +E .~ Thomp- 4 S ~ ~ a 0~ I Y n u° ZO Aaron n ea xour ~ ° Z z 3Q U ~ Smithe 115 r~ 4f a d1 h Wmk ler ~ a Dar ~ ~d g m Phyyllis PY°"za 1.::.! I~ V Palewirz t\ DO~•ola< N ORC •~ Grank n Henderson Anna snum zs ro ~ Yu~" ~ G ac Tat 110 irp 82 u ~ e Lundeen R~auuhnot Siga~zo Steven ,d g 6*+ ~z m q w ~ ° IMmcCo m & I~ 7 196 wmosy ~- Edward f Y ~ ~ e etal 13 s vim, 51 a m Holle ~, a $ Chad ~ 20 & Donna a aid ~~ 3~ 140 ~ ~~~ti o~E V~ &Erika a " urog Wollack ~ ~s~ D r una ~ S 148 °~ s K&M ~~n ~ $ o> >o I ro ~ ~ Frederick B~@~ 156 30 ~ 200~mD DD 153 BALDWIN PAGE 40 ~~- > .. ,. '. ' ,~} t... •~ *cS•. ~ i ~ ,, -~ - ~ ~ 1 t _ t ax 9 Come visit our model home -'~ __~ I miles South of New Richmond on Hwy. 65 ~ ~ ~ ~ -`- ~ ,> w' ~. i Wisconsin, Department of Commerce SOIL AND SITE.-.EVALUATION &?i~io5fon of Safety and Buildings ,~ ~. Bureau of Integrated Services in accordance w,tth~oM,rn.83.09, Ws, Adm. Code ,~ ~ °, Attach complete site plan on paper not less than 8 1/2 x 11 inches i e, `Plan pp~~,ast °~~ County include, but not limited to: vertical and horizontal reference point (~-direction~and' S.yt ~ rc nt I I d' h d l Page ~ of pe e s ope, sca a or imensions, Wort arrow, an ocatwn and distance to nearest road Parcel LD. # ~ ~ar ~ ~~ ~pQ ,...fib ~ ` ... QY1t~r`/l t~~~~l d APPLICANT.INFORMATION -Please print all information. Reviewed by Date L. ~ ~~ r_ Personal information you provide may be used for secondary purposes (Privacy°Law, 5. 15;514 (}}~t~~,; Fi:~° ~E'-e--- UY~.- S/~ Gf Property Owner Property Locatign ~ ~`i:' Govt, Lbt ° ~ `~ ~1/4yw 1/4,S Z~j T 3 G ,N,R ~~ E (or~ Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# ` c~ Pe nd,'n Ciiy State Zip Code Phone Number Nearest Road ^ City ^ Village [~-Town ~-v c.~cr~ n I (~ ~ I S'~Ci ~ (7 /..~ )S`z/4-(Co O ( ~[ v, .~ rr~ irl I / ~a L-'` 6~i~ ~ [~ New Construction Use: C~Residential /Number of bedrooms 3 -Y Addition to existiny building ^ Replacement ^ Public or commercial -Describe: Code derived daily flow ~ gpd Recommended design loading rate ~ ~- bed, gpd/fi2 ~ ~ trench, gpd/fi2 Absorption area required~C)(~ bed, ft2~trench, ft2 Maximum design loading rate ~_bed, d/fly • gp .~ trench, gpd/ft2 Recommended infiltration surface elevations} /UC . O ft (as referred to site plan benchmark) Additional design/site considerat>>ions ~ ca n •~c ~ .- -~ f~,~ Cj/&', C?U Parent material '7`-~ ~ ~ Flood plain elevation, if applicable ~~~ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank u= unsuitable for system ^ S ~ u ~ s ^ u ^ S D u ^ S C~ u ^ S I~ u ^ s I~ u SOIL DESCRIPTION REPORT Boring # Ground elev. ,C~~. Depth to limiting factor !H in. Boring # Ground elev. ~ ~ Ult. Depth to limiting factor L7~in. Horizon Depth Dominant Color Mottles re Text Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color u Gr. Sz. Sh. ry Bed ,Trench i ~ lu- r~ ~ S; L m~ ~' ~ s - .t5 ' 6 Remarks: I a- z '~- S ` f'NG~~i ~ r' GS ~' ~ Z ' Z ~-I --- S ,' 1 -~ ~ C s - ,~" -~ Z ~ ~ ~ Sty f ~ ~ - ,~J 'a(O Remarks: CST Nam (Please Prin 'nature Telephone No. Ad ess Date CST Number /~ SOIL DESCRIPTION REPORT PROPERTY OWNER t,rJCC~C.Q Ycri-1 . PARCEL LD.# ~c: h G\ ,' Jl G Bor2ing # Ground elev. 9~ . ~pft. Depth to limiting factor Lin. Boring # r- - ~ - ' , , - . f 'Page ~ of Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda R t 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry oo s Bed ,Trench 0 - 0 ~ S ,~ rv~a tM.-~'r' G 2 ~ , ~ ~3 ,- S - I .--ta6/ ~ ~' c~ - ~S Remarks: Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in Horizon Depth Dominant Color Mottles T t Structure n i ce C t B unda R t GPD/ft2 in. Munsell Qu. Sz. Cont. Color ex ure Gr. Sz. Sh. o s s en ry o oo s Bed ,Trench Remarks: Remarks: SBD-8330 (R.9/98) r I-t- -., -. --- ~ ~ ~, NAM' ill` fytt.ldra~ LC 'I SCALE 1 "= SS ~ BM1 ELEV. /C%O.0 DESCRIPTION- `foPa-C f ~('anoN~~ P r-r- BM2 ELEV . I tea, O DESCRIP~'rON-- ~P a~ !'~C°op~De~ SYSTEM ELEV. ~~0,© ALT. ELEV. ~ (~ h,p CONTOUR ELEV. ~$'~~ T # LE N ~,S Act~S PAGE 3 OF;,~ DESCRIPTION N ~ol;ihel(lt~J~j~iF3C 1 11 /~v ~" A ~ e _ - ,~ _..-~ L cr - r3 m2 FROM : ~ CARD I I~AL• ENDERVORS FAX NO ~s!20ins TLS; 1,:nt1 F,~$ 715 as8 46de Wiaroi-sla_ Deparbnc:siot Cwrrt-eroa . ~sliort at sald$ and l3uiaings 8QlL -: Bureau of Integrated $an+bea In e7000i'dT Q` v /1t14eh GDrt-plola dta plan on paper rrst lass lean 61J2 x 11 in~as inr~~de. Dut rrot Imiied lo: wtical and haiXdntai refe(args Ddt+l (' Pew sbpe, srala a dirttensiona:, norttr avroW, and looatian and APPLICANT IWFORM1AT10N - Pl~sBO pr/n! III II Perwnd inbn+rdi4n few vo.~du q+a<Y ba uad br ewendsry vuipo~rn 7157784505 Jun. 17 2003 05:00PM P2 ST CRa CO ZOti ENG ~~y ~~~ 1 Ja _ _ / - I~ 002 AND QiITk.,~a/AI,.LJATION PA9ra ~ o~ ,~ I w n`~n.83,OQ, VYa, Adm. code ~1 `~~,. (~ia~'~Pbn ~~'' only .it ~~liraa~en . ~ T i road, (41-rro to noares Pared ~.0. rY /y 1~ ~n ita~p/t ;~ Rev) wed . COurvTY slaw; @~ t 6~~-pFFI.",~ : • ~' -- , Pr t3Wn6r ti' opiariar t3orit~iJ~t 1 ' N 4.3 ,Z~j T ~' ~ ,N,ti !(~ E ~°~ Propariy CArrrers Mar~Grtp Itidd~ Lot 4 Biadt~ Aubd, NarrM ar CSC Pe nd ~'/~ GN ~b ap Coda Prone Maf+eer Q ~7 (~ Y~jq~p (Town Nearest Road [~ Nau-Gbnst-uctkxt Uae: ~Residentiel / Number of badMoorr+s ~~ Jldddnn w edsiliy oulid;rtp - - ^ RapVsoemsm // ,,~~,,~~ Q PukslF or onmrretdat - Desoribe; ,r._..,. .............~- ~ dwivgd daily fbw LQi~,t BPd Reeoml'nendpd dwpn iae6n0 rely bad, 6P4111~~~' _,JfnrtCti, ODdA'R AI»orption sr.a reryu;rod~QQ_bgd, nstranen, fi= Mardrnun+ dwl~t tflaidlnp ram T,,,~,,,,bad, 9f~' ' 3 _-trandt. 9P~ Recarnntarr~d inlittre~On surface elavat4an(e) /OU • D -- - - ~ tas refertad to sm Dian benchmark) Addrtlonal daaigrth;i~ caneiderstiana (+ ° ~ Parent mammal ''~ ~ ] { _. FlotieF plain eltora'lon, it oppiioabie ~ R 5 r gglUaple (or ayalem Cwtiverttiawi MourK! b. reu uro A ratlo in FU Noloing Tank u.= Lkeidlede for eysiem ^ s 1~ u ®s 0 u ^ 5 ®~ O s ~ v ^ s ®u O s i~ u r..on ~es~a*rernr+rar Ca:oAOT dating ~ ~~ e~av. . ~u,~l~ oeptn m timidrtB teator l.~Jin. Boring ~ C~`rClrtrd e1w. Irt11dn9 ta<ttCf t~.f"• C l d ~ ltl M Structure Fi cxP Fiarltar+ Geptl+ irr. er a nant Corr hAu-taall o ec Ou, Sx. Oont rJcier Ts>;tts. Gr. avs. 6h,. Censiatsnw ooa Bad . T l a ~ - S r ~ Ih a yyt-C -~' S ~ . Z. ' ~ .~ I a ~-- S ~' t- - ~w- ~ S' ~~~ ~s ~' , L7~ewar4e• ' G- L -.. S' r S ~ ..Z' ~ '~ ~' 4 r Ramarlc~: a~ PSI // // nature Telaphat+a No. pas, t~T w,rtrbor ~e,~tl. ~ ~/ ~ 5~~ _So~u~s. ~ W l S'''pa ZS /! /-ff' .z ~ y ~~ +~ ~- ~ cis - ~/~/0 3 ~ K~~~~~~ '~1~' ?7~- 5`~3~ ~~~ - Cdh-c~-d ~~~ ~~ s ~o ,~~-~ ~(2 3(0 3 ~) 3_ ' a 3 P--- $ `G-~ S. ~~ ~ ~~ ~~ ~~7.r- -~-o6Zs- w ~ '. P"'- ~ °"" FROM :~CARDIN`AL• ENDEAVORS FAX N0. 7157784505 0~/20r'00 T[T$ 1J:00 F3.Y T15 386 4686 sr CTtX co zoNbNc i. , ~t/~t rr ~_~,~ 601E pESCRIpT10N REPOFR PgOP!l11Y ONIMER -T-- ~. P4RC'1cL LQ.M ,~ P Y~ cl.~' /l C,~ i3orlr~ ~ ~nxnd dew. q6 . yon OvW'- N ~~~ ,Lytn. Boring # COoYnd 6~• K Detalh m tirritine Moser _r- Jun. 17 2003 05:02PM P4 ~ out ~ V. ~ Peigs ~ vF ~''' >w Hor4cn Oep1h h Ogrr~lnartt Color M1u-sell Mcrtlee Du. Sz, Gant, COlar Twrture Stw.r-ruril Qr. Sz Sh. Consletarre BarxdOrY R~ e bed ; Trerroh Z, Q_ 13 r S ... "'~ . S ' 1 ~ r• f>n ,~ ~ ~ ; ~ cS' .~ ~- t renza+ Depth In. Damfna~t tcbr Muttaall Ma,tNes 44. SL Cons Golor Tei~~ ~ro ~v~i~llet+N Beunaey Rooms Qr. ea. aih. 9sd ; tr9nple Boring ~ Grbrsd dau. ~~ ~~ 1~~0 fsACtd' ~jn, 8odn~ ~ Gvour%r ale~r. ~~~. ooprn m iWrfdng favor' -~"' gernarks: S6D8'~30 fR•9t98) Remarks: warrrgrks~ FROM ~CARDINAL~ENDEAVORS FAX N0. 7157784505 Jun. 17 2003 O5:O1PM P3 ti5; 20/03 TLTE 13:01 FA% 715 38d 4586 ST CR% CO 7OIVI G-, l~UO4 ~r -~~ ; -~ - - ....- - ~ • ~ PACE ~ ~~_.~ . -...... W ems.++~'~ ~~ 5 I(d a~t^ ~ ~ - - .... ,. LO"T .... L,T~A DESCR PTY4N ~, N ~,~ {~crrs 11 ~~~h but r; s-Z 3~ --~•~ ~ way ~~ •~ sad `' f'/ ~ t I : q ~. r3 L N~ T ~. v~ ~~ .. ;GA,Ta,E I. " = ~ b ~ BM1 ELE'~• ~C~O, 0 DESCRIPTIOA~- ~ ~ ~~ BM2 EI,EY. o, O DESCRIPTTmN- "aD '' ' 5YS'rEM ELEV- • o ALT- ELEV. 9~'~E J FROM CRRDINRL'ENDEAC)OR5 FRX N0. 7157784505 Jun. 17 2003 05:00PM P1 CARDINAL ENDEAVORS A WISCONSIN LIMITED .LiAI3.ILITY COMPANY SOUTH 408 SABIN AVENUE 'I~LEPFIONE: 715-778-4914 POST OFFICE $OX 458 FAC51M1LE: 715778-4505 SPRING VALLEY, WISCONSIN 54767 E-MATE: CAItDINALINDEAVOR G! SVTEL.NET ~~v ~~~ ~~ ^' RATE •~~ ~i~cz2~~-cti ATTEAJT~ON ~.~!~'~~ FROM PAGES INCLUDING THIS ONE= Aaron J. Heutnack Mick W. Peabody 715-778-4636 7I5-7781996 ~ K ~~ // _ a ,~~ C) ~ ~ ~ do Sly ~~ ~ ~ v~ ~ /'1 /'1 O ~- ~~`~° 5-3(~0~ ~~ V f~ ~ ~eC~~-~ ~ti~r~~~ s~-w ",~ ~~~P ~ s e x~-~e. ~~ ~ ~~ ~~.~~ ~,~ P rty~~ ~2. /'~/~ ~~~ .~ ~ Lf D C~ ~C r~e.p s/~( 1 ~.~ ~~-P i-d dea=EO Eo io ~~r ,s t . .TUN-1-a0O3 1O:27A FROM: ~ 70:17152468906 P:1~3 rw.oh crRn~r~ ef+uk~+~urns ~r~ r,u. ~~s~~-a.'s~ nay. 2e xz~.3 e~: teF'rt ~~ ~ 00. ~~ ~ os~.a/aa 'L'l'F 1:00 F.~[ 7ts ]sA ifaAe ST CA7[ CO 1J)r(~~% ~i/MP p~owa~a/ Gw~two ~~ ~~ ~~~~N ~A+~ d ' 1`is(~A ~ Mi$' ~ro ~~ M r~,r - 13.00 NAa Mm. Ce0o ~1l0~ owAMa Mo ~ ~* Mfa' Nq ws tar • to a.t rye ~ ~'~ren ~~~ :!1 ~ ~eaA taff re f~tilrYS r•~ we as+1~e~ wlweo Oath ~~-. t~pAMaOAaofos6nA~anllAawr.irr.r~orasA~7teoofrw•~awr'f'.'a t 1 i • t'ta~r APPLICAIIIT/~IIATIOM-ol1~/A/AIIrMpMM~1ft- s: -~''-vw Rwtr~say w~r.r:Ot.~+p.fr+~F~rrrrrrSr~~ •!.~ . ~..•.• wswg°"'~ .a...:.a.. ~~~-w~.WS 2bT 3G,rtA ~~ ip~l p ahr C1?A~ ~ t'ilb~ t7rS )Salll~o ~ ~ n~ __ ® IwGL.rwdw ua. C~1f4alda'M f Mwlr! trnsea 3~ ~ ~ e sias.7~~r --.~~~ D~„N Do.~asr~frww-atofk -•' aoa.artr.e ~ w ~-_ ts+~ lrarrnenare ~~ ~Y ~ ~..~"~'t~~ ' =St +atv~ vPMf 1~p~a~.~~r3COL1-1~'°l~,/~bt t~+~rJw~w4.tai./yfw~.~ll~.i+rL~~R1!•~Illi 1\a7owlo~affl itA~~ a1f~Cf ~ ~. l~= ~ - ,1t Ad I~ad b i ~ o~~ asaa! ~~ as~~ r s. d.ra~ ~ [ate 4t ne - --. f~.......s _-. _._. • N fi f7M u s tJawdMf. ~ ~~~ 5 V ®9 Q V ~ S ®U ^ 9 U ^ a ~ V D y ®~ ~~ ~ a~ tam a r~1o Isar f~~t eQat9 r .~.. ~d ~e 9OL OFSai1 1~wfiu+ 0~ QAfr L~~ h tSls~ da Z Orsfi arlf ~lON 1{E TMU/a ~s ~~ ah A i- haot~lra Mrlff- I~w A~ . `~ s IY1 t'Slr~ r' S • Z ~p '~ •~ • • ~ G_ ~- _ ~' - S ~ s: r cs t ~. - s: e s s ~ • L Z-d d6a=E0 ED TO ~~C -~ +r r JUN-I-2~J03 10:28A FROM: FFiQ'1 CF,RDI~f1L tNl~lal_SR5 FraX w. ~15779a505 OS/2C~03 7i~S 1:00 F~~ T1S J~f< ~~96 ST CAX CO LOKI\v .FJ ~ SOIL pC~C111/TfOM wEPOR~ -wpr~tYOM~FA1 `• s dp/N~ • o~ r... ~~ opwe ~.,rv nay ~h 70:17152468906 P=2'3 f1~y, 20 2883 ~: IIPM P3 (~ 4~J ~w 0~/~ a ~r « ~rse~ Nelrw ~ Oa.Ora O~Ir •~ ~~~ ~ a~~ f~arr«is ~ mtf~! ~d ~ .Terry t s ~ ,-s -' S; 1 % ! Gs - .S C o.e~.b• Bv~q s a.w .w ~~ e.w~•. ~~ ~~ ~~.. ~~ r ~~ Blml 1~ (~1lrlldl .. ~~ ~ . ~r ... fir. -- _~x CJp11 . YrIN Y~ ~~~- pltTM71~ SBpmpt~lY) E-d d6a=E0 ED iD ~~C ,,..~..,~, -.,._ ..... .... -..s ,.~ ,_-. ,. ._, ... ,.,,.~.. ro.~.. . ilenrk:: R /Ywt Qa SL. Q~k OMB T ~~~ Gamin e/`Q / rZ -- 1 'l" V ~T~S`~ o~ ~~ oZ . ~ rn~ °wC N~ O_ v ~~ m 0 a~ aW N ~ ~~ Z vm gv 0 a S m -~ O T ® 0 • S `~~~ 1 X m m~ w c7 m m ~ ao O ONr cn~ ~ ~~C m Z 0 0 ,~ ~ C~~ r ~ 7o Z m D <m ~~ ~ o~~ ~~ pp~ ~ ~ Imo O m ~ ~~' ~~ z r p ~ G7 m O~ REGISTER OF DEEDS ST. CROIX CO. , NI RECEIVED FOR RECORD 10-07-2002 8:20 AM CERTIFIED SURVEY SAP REC FEE : 13.00 PAGES: 'O r ~~ ~~ t m Z y, '~i oo ~~o ~' v Z ~ o m v //~~0 ~~~~ ~~~ r~~ J ~,,-a ti ti~ ?~; 3 SS"f~ - osJ ~n r ~ ~' O V1~ ~~ 0 C7 n'~~ ~ ce.c.ctia.~r ~/Gf/ ~ /U/,~.. ~ -~ (p ~ Jam !~ ' ~ 692985 D!D -- / OG /-- lv0 - !04 ,3~s- VOL ~ 6 PAGE 439) KATHLEEN H. MALSH ~O ~ Z OD ~~~ V i ~o~~ ~ oa i~ N ~~ ,D I ' ? '~ ~~ Is7 W 167.09' 1 X5.11' ~ O W ' , ~ N o~ A N Q ~ "' N r w "+ N '-I n ~ ~ m ~ N w V ro w m I ~O V, V! ~~ A` on N~ 0 o ,~ z W ~ W V N ~.~i ~; ~ m .O ~ ~O C~ ~ ~~ I. = m ;~ ~~ ~~ N~Qj~ ~ ~ ~ ~~ ~~ 111 i oo ~ ;~ ~~ I~ in i~ W Or ZO _n ~m ~v Z C~~ `~ Z ~~ ~~ ~_~ mm~ ~m~ a~, ~O~ Q .. isconsin Department of Commerce INSPECTION REPORT SAFETY AND BUILDINGS DNISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www.commerce.state.wi.us/sb (715)726-2544 Date of Inspection: October 20, 2003 Project Name: Flom Use: Residential, New 3 Bedro m Home Legal Description: NE, NW, 0, 16W Site Number: Zb Subdivision: Lot 1, CSM V16, 4391 Municipality: Town of Emerald County: St. Croix Plan Transaction Number: Sanitary Permit Number: Wastewater Flow: 300-450 gpd Persons Present: D. Waldorff Plumber Name and Address: Unknown Certified Soil Tester Name and Address: Adam Schumaker, CST 253309 Owner Name and Address: Janet Flom PO Box 323 Baldwin WI 54002 (715) 684-7154 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surtace water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. The following soil profiles were described as follows: T-1 00-05" 10YR 3/3 sil, 2csbk, mfr, cw. 05-09" 10YR 3/3 sil, 2f-mpl, mfr, cs. 09-12" 10YR 4/4 sl, 1 cpl, mfr, cw, w/ cad 7.5YR 4/6, 5/6 and 10YR 6/2 rmfs. 12-19" 7.5YR 3/4 scl, 1 csbk, mfi, w/ mad 5YR 4/6, 5/8 & 5/2 rmfs. T-2 00-06" 10YR 3/3 sii, 2csbk, mfr, cw. 06-11" 10YR 3/3 sil, 2f-mpl, mfr, cs. 11-13" 10YR 4/4 sl*, 1f-mpl, mfr, rwv, w/f3f 10YR 5/6 rmfs. 13-18" 10YR 4/4 sl*, 1 mpl, mfr, w/cad 10YR 5/6 & 5/3 rmfs. * occasional grand cob This site is very limited as to where a mound system might be installed due to less suitable areas both east and west of T-1 and T-2. The original soil test report by Schumaker indicated suitable soil conditions for a mound system. Kevin Grabau, from St. Croix County Zoning, conducted an onsite investigation and determined that the sife was not suitable for a mound system. This was based on the presence of redoximorphic features in the A-horizon at CST B-2 (11/1/99 Schumaker Report) and questioned whether redox features were present in the A-horizon of the other two soil borings (B-1 & 3). %,_. I agree with the county's assessment at CST B-2, and have determined at locations T-1 and T-2, that redox features are not present in the A-horizon. Flom Report October 20, 2003 Page 2 ~of 3 If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading .rate should not exceed 4.0 gpd/ft unless compensation is made elsewhere, and the basal wastewater application rate should not exceed 0.2 gpd/ft2. The additional basal area and low linear loading rate will partially compensate for the gentle land slope and help prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of a mound at this site to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The length and location of a reasonable installation contour may be a problematic and is not part of this evaluation. The CST needs to show accurate contours 25 feet in all directions beyond the proposed mound site. There is a substantial up slope land area that drains toward the proposed mound system area, and there are steep slopes down gradient of the proposed site. These features are both good and bad. A mound would need to be designed and constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch of some depth should be installed to redirect both surtace and near surface water away from the mound site. If there are any questions regarding this report, please contact me. oy G. nsky, Wa water S ialist Ljansky cLD . mmerce. tate.wi.us E-mail 71.5/726-2544 Voice 715/726-2549 Fax cc: County ^ Plumber ~ CST ~ Owner ~J Other DAVE Inl~9.t,pg/~~,: ~~ t N~ , sue, zg, ~~, R~bw "t'c~.,~w o~ ~~, sr~ c2r, ~~rCo , lo~~~o~ tyotK- AVM t ~,= ~,~" csr- air X 'T-Z ~a~ out w c~ • T-1 F ~ 3 a~ 3 Wieconsi Department of commerce SOIL AND SIT~..EYALUATION E,, ' of Safety and Buildings ` . ' sau ~ Integrated services in accord~nre w' o~1-n.83.09, Wis. Adm. Code ~ ;: ~' _ ~ . ~ ~ ,. ,~ County Attach oompiete site plan on paper not less than 8 1/2 x 11 inches i ze; Plan ffst;-,, r;_ ; ~ include, but not limited to: vertical and horizontal reference point ( { );-direcNon~ ~ -• ' •- ~~ ~~ percent slope, scale or dimensions, north arrow, and location and distance tto nearest road. parcel I.D. # ..J , APPLICANT tNFORMATlON -Please r-nt all inforr'tlatlon. '~ ~'i'`~`i'' Reviewed ~ d ~ ~ P %;ouriTY Personal infomiatan you provide may be used for secondary purposes (Privacy~l.aw; s. 15.A4,~(~~i.}~FICk Page ~ of ~, Property Owner ~~ :Property L.pcatir~n , ; ~'-.: _Goyt L¢t 1 ' ~ 1/4,Uw 1/4,S ~~j T 3 G ,N,R ~~ E (or~ e Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# ` ~ Pe nd f•/t City State Zip Code Phone Number ^ Gty ^ Vllage [~-Town Nearest Road N-v ~l c~ .. I !.~ ~ I ,~zl©~ (7 if ).~I4-(iCo a ( ~wr .r r~~ ir1 I ~ ~v ~-'` d~~i { [~ New Construction ^ Replacement Use: Residential /Number of bedrooms ~ Addition to existing building ^ Public or commercial -Describe: Code derived daily flow ;~Q~ gpd Recommended design loading rate ~ Z- bed, gpolfi2 . 3 trench, gpolfl2 Absorption area required~QQQ_bed, ft2~trench, ft2 nRaximum design loading rate ~_bed, gpd/fl2 ~ 3 trerx;h, gpd/it2 Reoonrrnended infiltration surface elevation(s) ~dU . ~ ft (as referred to site plan benchmark) Additional desigNsite consideratffions /° ~~n Gov ~ -~ (~ a ~ ~tl Parent material '7`-~ f ~ -Food plain elevation, ff applicable ~CL~- ft S s Suitable for system ...,,,.o,,...,,.~., ...,,.,a .. ~..,.........,........, ... _._-- -,------ - - o u Unsuitable for system ^ s l~ u (~ s ^ u ^ s ®u ^ s Cab u ^ s ~7 u ^ s C~ u Boring # 1 Ground elev. ,l~G~t. Depth to limiting factor l~_in. Boring # Z Ground elev. ~~~#t. ~P~ ~ limifjn9 factor f Z h. SAII r)FSCRIpTI[)N REPORT Horizon Depth Dominant Color Mottles Structure i B d R t GPD/tt2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. stence Cons oun ary ao s Bed ,Trench o ~e r - S~ '!Halo +'~-'~-" s 1~ . Z~ 3 lu- ~ S i~~'; es - .~ ' b i Remarks: --- 1 0- z ^- S` b r C,~ ~' ~ Z' Z ~'-~ --. s ; 1 ,~ -~; C s - S- z S; ~ .~ - ,~.~ ~, 6 Remarks• - (~ (phase P nature Telephone No. ess - Date CST Number ~10~' CQ~r S-l' ~ ~.~ .Sr~~~.~ GyI.SrYc~ Z.S~ /~ l-f~ ~S33o9 PROPERTY OWNER_Sd~~*IcP --~,-(~J' SOIL DESCRIPTION REP©RT PARCEL I.D.It ~~' N c~ ,' n ca Boring # >.. Ground elev. q~ . loft. Depth to limiting factor 1~in. Boring # Ground elev. ft. DePtt- to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. it. re Structure G Consistence Boundary Roots GPD/fl2 r. Sz. Sh. Bed ,Trench u Depth to Nrrtiting factor ~'. Remarks: Page ~ ~ ~ Structure Consistence Gr. Sz. Sh. Boundary Roots 2 Bed .Trench -~~+( Wl~r ~6/ m.~ l' ~ cS' 2 , ,S . m$ ~' ~ ' Remarks: Horizon Depth Dominant Color Mottles in• Munsell Qu. Sz. Cont. Color Text SBD-8330 (R.9/98) Remarks: Remarks: __. _ LOT :LE 1 "_ ' ~ ~ ~M1 ELEV. UO.O DESCRIPTION- 'fopo~ ~`('an~~~ P. Ae :LK2 ELEV. O O ~ESCRIPTr©N- -fo '` SYSTEM ELEV. 00,0 .LT. ELEV. h n n ~ . ° q8,o~ • PAGE 3 OF LEGAL •DESCRIPTION IV 4J o-t~h~/Ut;Js'7L~.3C3+ N ~,s Ae~~S 11 ~v~h A ~e ti ~ r-1- 4 c. - f3 mZ 3~ {{~~ti~~.~~ d / iS~ q~' 2 `` ~ ~3 . < t~ocw ;3 ~ ~~ S ,,~~M ~o 1 ~~• K ~~'o '~- fE- - Cam: ~ ,~..~ C ~ ~. f ,, ~ ~ _ ' /' ilk ~`' ~'~"~`-w, ~ - r ~3 s r ~. ~~ • . ~ -~ -- ~ K .,' U~ ~. ,T ~ EMERALD PLAT T-30-N • R-16-W ,, (Landownetts) See Page 772 For Additional Names. 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[~ r, at 734 • a Beth ~ Ranee S ~ & O 79 ° E 3 Arvold Henderaon N d 146 120 ~~ 200 u Wm m.~ a ~ d do ~ $ ~ $aeEK ~ James, Don ~ ~t a~eJh ~a ° g Pottr ~4 1 p Berends r 80 Eliaso~n 79 "7i ldmh I P G[eR - = 160 6 ~ 80 ~ ao 1 160 $.-. 80 Ram4 ~ ahl ~a~ 156 39 ~ 153 7 149 4 I' ~ 2 McNamin et David I K do R ro f 60th AVE M ~_ _ 4 78 ba 710 BeT6ld ~ {~gg~ ~ No ~ K thla ~ s„m~ ~K f ~ 28 ~ ~ 179 160 Is9 ` 80 X~~ [oRterman ~~ ~ ~ ~ crust ~L>'~taYe ~+ Klan w ~ ^ ~ ~h c ~ $ V ~ ~ Edward do 231 _ ~ a ~ Mauanlla o~~ ,~ Jm O1 36 ~~~ 240 160 Joseph ~ 69 EM ~ 40 120 ,,~ G 80 w ~ 373 t<. e~Z 2 ~ - Q. R Mult ~o~ ~ ~ '" ~ e a M ~6` « R ~ g Men E BN 225 ~ Valerk Off, ~- EmeraW 3 _- t~o.e Robert ~ ~r r '~~ 4s 4s N~ JJoohn ~~ Y A ~. Derrick $ Mwraence ~ v e.o Bilo~ ~ Vriere vr~ e I B I M 1 9 """ 6 Mnore ~ ~~ m ~ ~~ Lam a 4 E 0 110 51 e.m. ~4s~I I'iTSO° • i ~~O p ~~ '~ Haive9dc ~ a z37 2L~ ~ ~. a 1,3 ~ 80 v FJiell~cana MIclud ~ ~ ~, $ Robert g V ~ ~ 3 ~ ~ °mO a Daniel & ~ ~ ~ ~ de Kay Y rah Bani« ~ a ~ 8 ~ a Diane 102 ~rY 5 Dorwin ~ ~~ g~ ,~', 9gr 1~n 77 a0 Raebel P~r " a ~ '~i ~+ Aoy & 1 ~ 140th AVE ~ e ~ a ~ SO 4 278 2,~ ~ ~ ~ 105 ~ s Flowrud Ominn ~ do Mari 73~ ~ REbK g r+ ~a 3 ~ .. ~O1 ~m''OII ~5 ~ • Steve Dean & 80 C ~ 4J n ~ ~ .O6aa a0oer Bnxe fit,,, eery Boo- Shelley °w E x 3 Patti w & 160 sue- ton fntinlc ~ A~i GaryBc ~- 83 Sp~ a ao ~ a ~ a '~ / (~ Z Anlh 140 ~~~ udith DHdea '~ J qt i 160 Nadew 120 Jana Gaty sa.t- ~~ ~ titlt`3 ~abn8 120 ~~ `~ David ~'~ 4f^ v Henry Rush[dd< ~J. n 40 s OeeT .~,~ Co~Bis ~~ MIDer « R aldro[f ~7 Hu[t6ea 6 >; 3 r.o. ~~ i° a0 AVE 80 m~ ~~ ISO ~ « a a ~a bHri~ok ~ ;; o ~ 77 3 58 ' x ao .. a ao s.ae ~ ~ ~ R • Ae~m -. 5 & ~ ~ a~ .Ran mss- .h ~~ ~ ~ ~~ ~ ~ ~ ~ Gene 6c ~y~ ~ ~ ac" .. 9 ~ 20~~ Apayr~pins k~a P- as ~ ao S 4it~ z Sm~ithe 115 i! Al.n twNtmnkk k 40 ~ary~g ~tl yl'>tewiQ r• ~` ~ oec ~ a ~t Nadeau Isy a Henderson Ama a s~ ss n $ ~ ~ ra 70 "` u g Lmdem FOR R@R 30 Steven v ~i ~n° N' c..rt Bmmy d9y R ~ Rauul~nM s~~ 6c Janet ~O ~ Iraq e°~ Edward I McCe7 a 135 {R 1 Holle ~ Y 196 20 ~'" B Dona .^. 3 ~ ~~ ~° veto- ~8~~ f4R ea`.:.._~ _ KnMper j< _ ~ WoOaek I ~ Frederitlc D L ... ~t~ num~un npry~t, Come visit our model home _, , ~ ~ ~ ST. CROIX COUNTY ~,~ ,..~,,,~„~ ,,~ ~ WISCONSIN ~' _ ,,~ ZONING DEPARTMENT ~~~'• ` ~ ~ N ~ M N ~ M ^ „~~~~ ST. CROIX COUNTY GOVERNMENT CENTER - - 1101 CaRnichael Road - , __-. ~,:.,,.: Hudson, W 154016-7710 M~ ~ - Phone: (715)386-4680 Fax (71586-4686 Fa~c ~ l ~ , ~ Z-~ . 'ZS T ~ Pages: S Phone: ~"~ • ~.~~ ~- Date: (~ L i Re: ( ~ t ale a i,a 1 ~Af C~1? \ CC: ' ^ Urgent ^ For Review ^ Please Comment ^ Please Reply ^ Please Recycle LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF EMERALD COMPUTER NUMBER 010-1061-60-100 Parcel Number 26.30.16.385A-10 OWNER NAME: First GAYLEN Last SCHILLING PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 2539 140TH AVE SECTION OWN 30N RANGE 16W '/<160 NW '/440 NE Line Description Line Description TOTAL ACREAGE 2.392 PLAT CSM 16/4391 010/02 LOT01 BLK 01 SEC 26 T30N R16W PT NE NW 15 02 BEING CSM 16/4391 LOT 1 16 03 2. 9 -- -- -_ 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF EMERALD COMPUTER NUMBER 010-1061-60-050 Parcel Number 26.30.16.385A-05 OWNER NAME: First DAVID J & JULIE A Last WALDROFF PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 26 TOWN 30N RANGE 16W '/<160 NW '/440 NE Line Description Line Description TOTAL ACREAGE 17.610 PLAT LOT BLK 01 SEC 26 T30N R16W 20A N1/2 OF 15 02 NE NW EXC PT TO CSM 16/4391 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit o7/Ol/?Qb5_ 08:2 FAaL ?iS23!5Y59Z T L SLnTZ PLIT~II~'G iitit O~ecBaya M~~g Address ddra.~s Prap~ 5T GR~t?IIC 40x?i'RY SS?IiC TANK MA~'l'SNANC~ ,AC~RBSM7~ AND agg,~p Cgg,~C,~.TiaN PORN ~n r1, (YeriCieaiioo regst~ed froeet P'(att~ Deputsnet:t Cc~ naw ~ry,+St,ate Parcel Identif~ca{ion Number ~_~~d~~-r ~U~~ .proPetq,3' roeation ~.'~+. ~ ~• Scc. ~2~. T.~-N R..L~.W. To4ra of Lot # • ~ -= Subdi+-isic-~ a e 3~ ~ Cectf~~ed 9ttcsreY Map # _ .~7~Q~ ~~ ~ . ~,.~ Yotame ~,.r~ P S ~~ 1 ~~? (~ , v~l~a Page # ~''1 ~ Watr>sa~' Deed R Spec boost ~) y~ ~ no Lat litres idcTtdf able ~ yes Q uv I~oo~ S`f~~~l~ Mir ANC's e m b~C A~1sCr+~s`a~°`t ~a~tdmasaarsaatGQi~I~tt~euidresnit~a4~~~ ~ ~t iave thesystcm °C ~ ~ ~a tx~k e.e~ ~ 7~.s ttt soaoac ~ tter+dcd hY s lbxssed ptimpe~ qP'b~ ~ ~ catuisa of p~iae as al3cet $~ ~~ of t'!me ~epde ctnk !s s tta~tr800t etsie as #be wascz despoaal tyr~tf} The P~p~ f q~y~ ~ to eabmit to SL 4t-it Z~aaiag Dep~aat a s~~ dal sYSte~ tplttt~aratit~easttdpts~~iO~'~ ) a~,~~pirtmbet, j'~P~~~. tmd izt if ne~tsii~'}. dL~ ~Pda ~k is 1cr~r 8raor 1I3 fvF~ oF~tudga. is is psvoet vPer+~ag cogd~ttoe ratd~/ai ~) err PAP g C ~,~ te~sti for abtwe ~iseimeaes turd a8,eo's w t~~ tI~e r~"sto se~ga Sisp~swt~ ~ ~' ~~,,,~ vaa i/~. too uadeesi~sed aC Gomtt~se turd Q7a Dcpa~ttmC~ at rllnsasi8.~*~~~ 9~'tz of Wi- ~ ~. ~r~ u ~c;by ~~ u co~~a~ w t3te St. CSoasx Copy ~~ aEfiest ~itbsa 30 t~~ thaz year septiGSy~'~ hag baaz~iaC~ s~'be da+fs +~L me mts+r' ~a,r czQtcseioa date. +~ f U.~ 5 r A'4E $iCsP[ Qf APPLYC'141V'T Q~~,,R CE~"i"~q~ GA~IAN I7DUwted~e_ i (wo) sm {err) !ne owru=fs) of z {rre) ccrtifY tbiat slL stat~nts on d ~~ asL tsvnc to tt+e omit of sa}+ f~~ DlXite- ~ ~xopie~ desert'be4 ibe-vE. by rjea+a of a +~a deed rceofdrd is Uhf ~ ^~ ~ DATE SICf~- L!F /-PPLICAK.C D axCOaeaL `~ "~'' awlr informatiea that is y~trd.aay result is the sawtsryP~ ~'`g t``wLtd bq tFse?.~8 mP •~yw~~ mr Ct:ttCtde ~~ [~-~ applicstioa: a Etassp~ t+r4mmq d~ ~'~ ~ ~'~~ eL Drsd4 o2~s e ~ err dee ae~6ed cttsre~t ~ ~ t ~ ~° izt ~ waa>citty deod toof~ uo~~an.zlsuo~ ~tr~'IT~A~S 89b9Bi~~~Tb T~3 6Z~oo Soo~i~oido o7fO1f20o5_08:24 FAX 715252592 T L SINZ PLUMBING INC t'unierJBuyet' sr .cttoxx coYtrrt'~ SEPTIC TANK 1ti~IIV'1'ENANCB AC~R88MBNT AND 4~RSHI'P CEZtTIFTCATiON FORM v 5G~ `<n ~ ~ S U~ ~~(~~ Address G~ Propocty Address ~ ~h ~ ~n~-r,~~(, - (Vcri[icatioa required from E'[atu~ing Depsut~r-~t far tsaw ~~etioa) Parcel Idetttificacion Ntunbu' _ CLQ~~~-~ CitylState ~EGA?~ ~ESCKIP'P~dN property Y.acaliou ~. yi, ~~ ~+~ 5~• ~ T.-~-N ~-~•~-W. Tom of , ~~.zu~_i• I,ot # ~ „_ Subdivision Pa e # ~° " Votutaa '~~" S tr,ertf.fied Sutrvey Map # ~'~~)-~ Dceti # ~~ ~~.~ ~ ~ _ y75 Volume Page # .,.,, ';.r Was'ranty ~ 5 ~ / 70 'fiabl ® Due Spec house ®yers Cl no Lot lines tdenct a Y~ C~ oos S`YS?'~M M~''~1'~"~L~AKG"~ lure to bsadlcwastvs. P~vPcr msiaccasact Im~toper~eand~jnrrnse~afyou~septicsystemeouidrestsijtiaft5 er What yon Put taco she system out the salttfG tank every ttm'.c years or saunas, if auasd~ ~' s t> t~P coasistt of pstmp~B eax a~ the boa o£ tJle septic tank as a treftmGOt stagestt t)xe wore diaposi3 '+' ' a oerdfeation fotta, sigtsad by daa owner and by s ~,~ p~~y owutz agsccS to rdbasit to St. Croix Zotsing ~p*s~~ tl'a~ ti~ ~ vtt ~s~-ateTdispa'ca1 system ~tpl~tmbor.j~~Y~aplsstuber, tesis7ct~dPl~tberotatcemsedF~B ho tank is less titan 1/3 full of 61udg~e. cn rendition and/or (2) .after ~spectiart and pumping (sf neceasasy~. tlme ecp i3 ID propat ~+ 8 vste sawa-,ga disposal tys'6cra with the asacduds Uwe, tisc uwdtt~od have tend t>sr above saquoamna~ and age to maiataiss t!u psi ~cdllastioa ofNstvt9lReao»rW~ Star of WL4twasia- cct forth, hcrsia. as set by tEta Departzrurnt of Cestnneres: cad tbC Dcp~~ to tha St Croix ~Y ~~~ OfCioa witlzsn 34 ctatsst$ that Your sepb,csystem,ha9'beeutasinttitac+lmustbc comp days of ~ tltsnc year czptsation dace. /O/ / ~s S ~ AIE SIQNA OF ApYI,Y[ANT pwNTrR CERT~TCATXQN L~aw[edga_ I (wo) am (mss) me oo~racr(s) of I (we) ccrsitj~ that s+t1 satzmctsts oln shit totsst are Qtte to the beet of taY (om) desct:ibed abovo, by vis~ue of a warrbary daed recorded is ltegiscer of ~~ la[fica' the properiY 1Gy/~ ns" A' S ~ %~i~.~ S~ SZt3NA OF AFPiIt..ANt' ...R~• Any information that is tuts-s~cps~scatad way resole to tic satcitarY'Pn~ ~~ nvnkcd by tha Zoai~ DoP~c~. ...... •+ Yntlt:de vYitti tfaLs xpplicaGoa: a atattt~rcd warisnry deed Ecom tau RaBister of D~ ~~ a ropy of Ilse ctstiCtcd sur+-cY snap if tsd~etsaee b; ~dc ixi the waaaaty deed ~_ a ~,G . r-,U~' ~~ ~ ~.~~., ck°` ~-~~ as 3a .~ ~ _ -~--- ~ .____. ~-..__ _ ~ ;__._,- ~: 1-t 6~; +Ci t ~~~ ~ m 1~A ii - ~k~q, ( +~ ~ j ~ f ~ ~ ~ ~ S. r+ f _ ~~~E Lr %1X67 __~_ ~_._ c"_._ ~A ~ ~ ~. ,, I ;~ ,, . _ __ t .~ , ..~a. ~ -- ---- -- -= ~ v: ~ _ t~ .~ ..~:: ~ - ~h ~ ~'~ F ~VS^ ~ ~ j ,;: .-.: ~ _ ~ =~- t i_, _. .. ~ ~; ~. ~~ 6 ~ ~.,. .a ,~ ~, ,, _.~ ~J~.~ T\ ~ ~~ U_ 2S3`OP '~?S ct 75? 1 '?tom sT~TE BaR or wrscoxs~v Iaox1,~ 2 - Igv~ KATHLirEft e, Kru.SN ua:,,tn~rn Neer WARRANTY DEED $EGISTER aF REDS sr_ caaix ca.. Irr This Deed, made bet^areen I?gvht J. Wsldroft and xulie A Wafdrotf, hnsitatnd turd wife C>lrantoz and Cayts~t ~e Grantee. Gra~or- for a vatuabte coasitteratian. conveys and warrants to Ciraatto the fottowittg described real estate is St. Croix Comtry, State of Wisconsin {if more space is taaed~ed, phase attach addendum): 'L'bred part oe NE ~ NW t& sec. 26-T3oN R~6w de~ribea es folto~os. U 1 of Certified Survey Map rernrded in YaEume 16 oP Certlficd Survey Maps, page 4i9][, as Uoctnr-eat Ne_ 692985. BECEYvf:b FOR REl:ORp ®3J22lZN! A9:3fatU'! MARRAf Iii ~ EED R$C FEE _ 11. ~ TRAITS FfiE: 54. M CaPY FBB: CC FSB: PA[ii;S: 1 )tccord"mg Area Name acid ttsarrn Address ~`, ©8' 3o f1 ~ S'4G"d~ 6 oir;..~atr.ia.ioo Parcel idepp£cadon ]~rnr-ber (PIN} 'This is naR homestead property {i~ (is noi) 8>Ucegtions to warranties: Easements, restrietio>is and rights-+oF way of record, if aa~+_ Dazed this ~ fl day of March ,2004. * _____ _ AUT~Nt'ICATION signaturets} David J. waidraif ana .fttiie A. watd~c, Q~ aarthent;cated this ~ y day of March y`_ . X04 "fi'i"LE: ME1~ER 5TA-tE BRJt OF WIiCCt?N51N -- (ffnor, __ atdhorised by $ 7b6.t)6, Wis. 5tats.) . _-... ~--- -....-- ~ -- 1 ~~~ __ _ ~~ * David J. MYaldruli - ---- • -- - -_- y * J A. Watth-ott - __. . ACICNOWLEDGMBNF srTATE OF ----. __........ __._a. , j ) ~, County j Personally came before mE this -, _---_ .__ day of the above aameA . to me known to be the person{s} who executed the foregoing iastiument and acknowledged ifte sama_ THLS IIV8TRI711SE1VT RiAS DRAFTED tiY Attorney >~ir~t~ Ogl~a Iiatisan, WI 54616 ~ -.~_..._ (Sigtuttures may be autltenocated o: ackoawlodgtd. [3cxit arc nor nrisessary.) * Names of persais signing in any capacity must be typed or Noraty l>pbl'~, State pf ~ _ ___ _. ,,,~ _ _ My Cotnmissiat is permanent. (if tpi, state expiration daze: WwRJtMPI'Y t-EED SxA goRAf lVa. 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