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008-2007-05-000
St. Croix County Zoning Tuesday, January 04, 2005 at 8:00:02 AM Detail Sanitary Information Page 1 ojl Computer #: 008-2007-05-000 Sub/Plat: Star View Acres Section: 19 Parcel #: 19.28.16.564 Lot: 5 TN/RNG: T28N R16W Municipality: Eau Galle, Town of CSM: 1/4 1/4: SW 1/4 SE 1/4 Owner: Allan, Steven 224 215th Street Woodville, WI 54028 State Permit: 453358 Issued: 07/01/2004 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: 12/13/2004 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: Unknown Notes Insaector As Built Plumber Other Requirements Additional Notes Monev Owed Kevin Grabau NA Timm, Roger. plowing and contour on 11/19/04 by Mark Iverson $0.00 Signed Off: No Kevin did final inspection 12/13/04 Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 12/13/2007 ,isconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building D~wsion INSPECTION REPORT GENERAL INFORMATION (AT'r,ACH ~C PERMIT) ' Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. Permit Holder's Name: City Villagb X Township A11an, Steven Eau Galle Townshi CST BM Elev: Insp. BM Elev: BM Description: 1 ~, a ~ C~'b • c'~ • CST g~•~ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ' g ~` ~ ~~- ~Y ~ ~~ Dosin g 4.~ ~ ( "") Cltr'IMn20 . t t Aeration' Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~' t ~ ~s ~ ' Dosing t t ~+ ([ .. ~, ~ r Aeration Holding PUMP>'~IPHON INFORMATION `~, o'~ nufacturer Demand S GPM ~ l N mb d ~ o e u er f ` ~,~~ ~ ~~ TDH Lift ~~•~ Friction Loss 3• ~~ System ead ~. zs TDH Ft 2S-~f3 Forcemain Lengt~~ Dia. ,~ I I Dist. to well ~` county: St. Croix Sanitary Permit No: 453358 0 State Ptan ID No: W 10 2 = TQIq' N S. / O Parcel Tax No: 008-2007-05-000 Section/Town/Range/Map No: 19.28.16.564 STATION BS HI FS ELEV. Benchmark ~ IBS Z ioG ~3 iuu_~ u Alt. BM ~ ,rta., ~ ~~ ~ ~ ~ ~ ' 2 ~. 3 g q 2 1 ~- I t Bldg. Sewer ~ ~ ~` ~,~ ~ ,: i ? I ~ .g3 ~ ~ - St/Ht Inlet / ~ r , n ''LL / St/Ht Outlet Dt Inlet Dt ~ ttolnl\ `f 3,f ~ ) f'~` Z " zl•~f2 S3•~S` He der /Man . z .zs -~- ~ o ~ ~` 1o2•`-F2 Dist. Pipe ~ Z • 2 \ Tr/ l ~ ~ ~ ~ u ~ 2 r~ rr ~. 0 Z , Bot. System 3.~Z~ ~ r( ~.~ `5" o1.2Sr Final Grade .~L ~ w ~ (,( ~ e.~ u (2 t --os, St Cover [. ~L G ~ Z ~ ~, ~ , iaa,o G~wti 1 (~ ~~ ~ ff SOIL ABSORPTION SYSTEM •: R H idth ~ Length ~ No. Of T ie ac gas ~ PIT DIMENSIONS No. Of Pit Inside Dia. Li th DIM c~-~, ~ (Z.. ~+ lI y~ '' /'J ~ p `Z-~ 1~"'~~"3 lT`W '' SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING nufacturer. IN'~ORMATION T CHAMBER ype Of System: ~ S -F-- c ~ ~ ~ ' ~ ,' .r1 UN Model Nu DISTRIBUTION SYSTEM Header/Manifold ~/ Distribution r/ / ' x Hole Siz e u x Hole Spacing Vent to Air Intake ~ ' ~• / .l ~L L ~• 7 ~ ~ ~_ / l~ 3 3 ~ tt -_ Length Dia ength l Dra Spacing D / SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Systems Onlv Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes ~ No ~ ' Yes ~ No ~`~_ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~_/ 1 ~ /~-/ Inspection #2: ~P6Gf I ~ ~~ Location: 224 215th St Unknown (SW 1/4 SE 1/4 19 T28N R16W) Star View Acres Lot 5 Parcel No: 19.28. 1.) Alt BM Description = ~'+~ a P°'~ .`!~ Glow ~~ r 2.) Bldg sewer length = ,. 3 }.v _ e - amount of cover = ~ ~Z ~ S~'~`' ~+~--. 3.) Contour = ~(w . p ~ ^~- Plan revision Required? ~ ;~ Yes No ~~ Is ,~ ~, ~ ~ ~ ,~~'~~ Z ~!` Use other side for additional information. %__ ~ ` I ~ ~ ________ _ _ _ ____ _ _ _ __ __ __ _i ~ ~ _ ~~ _I r~ i _. -.. - - L -- - SBD-6710 (R.3/97) 1 ~a e1'~ ~ ~l ~ _ 6 _ cs Insepctors Signature Cert. No. Safety and Buildings Division County/ ` ~ • ~IZOI ` 201 W. Vkxshingtrst Ave., P.O. Box 7162 ~ ~ iseonsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) (608) 266-3151 s 3 Department of Commerce Sanitary Permit Application n I.D. Number P Stateff l-a ~ In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ,~ ~ ~ t/CJ SZ ~' T~/~N S ' /Q. / may be used for secondary purposes Privacy Law, s IS.I}4(I)(m) d ress) Project Address (if different than mailing ad ~~•~ ~ I. Application Information -Please Print All Inform lion " - _-- 4 c ( ~ 2z ~ 2(~ c~T t Property Owner's Namc i ) ~ ~~Q~ 'ti ~ Parcel # Sin ! Lot # ~ ~d~ s ~^' , L ~ „~~1 Property Owner's ailing Address ' r .,., ~h ~ Property Location ~~~ itii~ v~~ICE a ~~ pZ.~~ ~(,~ ~/. 3 ~+ 'h Section ~ City, State Zip C c one Number , , 5'~~® '7 /~ ~ ~o~' ~-5/07 T Z!7 N; R~o ~ot~' ) e of Building (check all that apply) ~ II T y~ f t,,,t, . yp Subdivision Name CSM Number I or 2 Family Dwelling -Number of Bedrooms 1 ~j ~ ~ ~l ~~ /~ Clre~ mercial -Describe Use r bli ^ P /C u c om ^ Sta[c Owned -Describe Use / rr - ^City_^Villagc Township of a.tc. r...l ~ e III. Type of Permit: (Check only one box on line A. Complete line B it applicable) r A' Ncw S stem y ^ Replacement System ^ Trcatment/Holding 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 Before Expiration Plumber Owner IV. T e of POWTS S stem: Check all that a I •' ^ Non -Pressurized In-Ground ^ Mound >_ 24 in. of suitable soil ~ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized ln-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^Rccircutating Sand Filter ^ Rccircutating Synthetic Media Fiter ^ Leaching Chamber ^ Drip Linc ^ Gravel-less Pipe ^ Other (explain) V. Dis ersaVTreatment Area Information: Design Flow (gpd) Design Soil Application Ratc(gpdsf) Di+spersal Arca Rcquy~d (sf) Dispersal Arca Proposed (sf) System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Sitc Stccl Fiber plastic Gallons Gallons of Units QD 1 ~ Concrete Constructed Glass New Existing ~~~,`r~J Tanks TanScs CC Septic or Holding Tank ~~ / // t C' Aerobic Treatment Unit Dosing Chamber p© ~ OO ~~ VII. Responsibility Statement- I, the undersigned, assume responsibi ity for ins±allation of the POWTS shown on the attached plans. Plumber's Namc (Print) Plumber's Signature MP/MPRS Number Business Phone Number . ~ Zz~ z 7/5-~2.-3ZF (~ Plumber's Address (Street, City, State, Zip Codc) 31Z tE~ ~k ~ ' ~,,~, cc~ ~~o~z VIII. Coun /De artment Use Onl pproved ^ Disapproved Sanitary Permit Fce 'ncludcs Groundwater Datc Issued Issuin Agont Signature o Stamps) ^ Owner Given Reason for Denial Surcharge Fce) 2 3~ ~' / ~I IX. Conditions of Approval/Reasons for Disapproval SYS7EM OWNER: 1 Septic tank, effluent filter ar~1, dispersal cell must all be serviced / m&IntAined as per management plan provided by plumber. 2. All setback requirements must be maintained , as per applicable code/ordinances. Attach comprete ptans (to the County omy) for the system on paper nor teas man avt x t r mcnes m stze t- a o SBD-6398 (R. 01/03) f f 6 i ~ r t /~ u. ~, fv ~ ~ -r d ~~ ~~ o 0 7 J ~~ ~ ~=~'. ~~ ~ ,~. ~ ~ , ~ {, '~7 Y SO ~ d ,~ ~~ ~ ~ `VT 'J u ~~. ~ G~ ~ ~~ a ~ ~, ~ ~ 2' 1 ~ ~ c ~ ~, ~ a w fin -------~---` ~ ! ~ /i~ o ~ rg ~J ~ -g r+ ~a S Q .~'~ ~~ 3 ~ 3 So .~}- ~4 9 ~ :~ s°~~ ~~~ ~~ ~ 1 '~ N d ~ ~ ~ .s ~ ~ ~~ ~ ~ ~~ ~., ~ ~- d a ^V V " V~ __,_ M ~~t s~ s 3- V S S° .3 ...r J d f ~ ~ f .---~ COp'' ,J' .r w ro 1 { . -~ , 1 N ~ U ~' ~ ~ ~ ~ ~ ~- 3 t ~ J c~pV j S I rc d s ~` ~ ~ 1 O ' c commerce.wi.gov isconsin Department of Commerce June 10, 2004 CUST ID No. 226524 ROGER L TIMM TIMM EXCAVATING 3128 20TH AVE WILSON. WI 54027 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. co m m e rce. state. wi. u s/s b www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/10/2006 Identification Numbers Transaction ID No. 1006152 SITE: Steven & Holly Allan Site ID No. 684623 Town of Eau Galle, St Croix County Please refer to both identification numbers, SW 1/4, SE 1/4, 519, T28N, R16W above; in allcorres ondence;wit~ tlac a enc Lot: 5, Subdivision: Star View Acres FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 962151 Maintenance required; 450 GPD Flow rate 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) 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: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • 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-5AS 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. 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. r ROGER L TIMM Page 2 6/10/04 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, ,/L ~` _ . r~-~, Leroy G. Ja ky, Wastewater Speci, st Integrated Services Bureau (715)726-2544 1 j ansky@commerce. state. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART Cflt1B: 7f~33 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing G . f ~ . ~ t . 10 0 6 ~f ~ ~ ~~~ RE~EIV ,,,.. FD Steven & Holly Allan -Mound Construction Materials and Techniques v~~v'320 sqF~~, a4 ~ ~~o~s Did 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: Location Date: Owner: Address: Mound, SBD-10641-P (01!01) Pressure Distribution, SBD-10706-P (01 /01) Lot 5, Star View Acres SW '/4, SE'/4, Sec. 19, T 28 N, R 16 W Town: Eau Galle County: St. Croix June 10, 2004 Steven & Holly Allan 457 233`d St. Baldwin, WI 54002 Plumber: Roger Timm Signature: ~ ('; ~j~_ c',~,s _ License: MP 226524 P.O.W.T.S. Cc~nditiotially ~~ P ROVE D DEPARTMENT OF COMMERCE DIVI ON OF SAFETY AND BU11DiNGS i . ~- ~n nGCen nEfdCE Attachments: SBD-10577 -Plan Approval Application SBD-8330 Page l: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management page 1 of 8 I ~;,,... e Design Criteria ~~~ 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 3 Bedrooms x 100 gal/bedroom/day x 1.5 ~~ 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 ~ ~ ~,~1~ Lateral hole size 3f~ ~ in. @ 3 ~ • ~' ~ °~ holes/lateral ~ g Lateral volume ~ ~ ~ z~ z Total lateral discharge rate 2 s • ~ $ Network pressure compensation losses ° ~~~' Elevation difference ~ ~~zs~ Friction loss 3•~e Total dynamic head ZS •4 b Pump/si~aon Sb gpm @ 3 ~ Manufacturer - ~ ~ ~-~ ~ ~ g ~'s Dose volume ~ ~ •~ to Liftlsi~hon tank W ~ ~ ~ ~ ~o - ~ ~~ Lo ~~•o Septic tank `' Effluent fitter ~ ~-~~ ~ Ca ~ ~ ~-c~ Measurement pump on anc~ off ~ ~ ° Height alarm from tank bottom ~~ ~ ~ Reserve capacity ~~ ~ } specs.calcs.res @ Design Calculations ~ ,tom gallons/sq. ft. per day >. Z l in. ~ 3 ~ in. -7\ C J ~ I' ~jQ ~nw 0~ Y 2 ~ `~~ ft. of Z in. ~'~ ft. of ~ in. ~'~° ~~"~ gallons ,~ ` ss ft. of z .... ft. @ bottom of lateral in. ( 3 ~ C' ft.) Spacing holes total gallons gallons/minute @ Z • ~ ft. head ft. ft. ft. @ 2 s gallons/minute ft. ft. of head Model # w ` ~ s ~ -~ gallons ~ U``~ gallons ~ `~° gallons in. in. gallons Page Z of ~ ` , S ~ ~ o ~ .~ ----------a ~ N j ~. . a ~ r~ d N S ~ ~ d s~ ~ ~ ~ ~ r S ~ C.+ ~O - r \~ ~,,~ 9 ~ tiv o ~ o ~ t I 0 ~, ~` -9 ~ ~ ~"'. ~ -,% ~'r y ~ J u ~~ ~ I d _~ ~ /~ r ~° ~ ~ ~ ~ s ! ~ -- ~ ~, ~ a f n 1 ~y !!~ N ten, I ! <;;~ ,,~~ -~ K d I ~ ~+ s ~ 3 _ ~ 1 ~~ n ~ ~ ~ 9 c! O ~ ~,`~ f ~, .y. ` ~ 9 I ~ y"~ ~ N - I ~ ~ ~ ( ~ r ~ ~ ~ ~ j s ~ ~ s 3- 1 J~ ~ --r ~ ~ ~ ~ a ~ ~^' ' ,, ~ ~-- ~ ~ ; ! d ~ ~ ~ ~~ 8 i ~- d ~ ~ ~ _ d ~ ~ ,y ~ ~ ~ v ~ v, sO ~..r / N ~ o f ~ 3 ; ~+ 1 Sp --~ o ' r ~~ ~~ ~ ~~ ~ ~ ~ ~ 8Q ~, p ,1 -.. ~; ' ~' ~~ . ~; „ .. 3 ~OC~ 9~ 0. V~Ve~t~t ~1~~ ~1Ow/ Z'~ y p I( c.... \.\.,~ i ~~ ~ 1 ~~ r ` 1 \ N w.~~ ` b s~~co: s....il Av« ~ ~.O _ ,j ~ Co w.a~ i r 2 ' ~ '~`'- ~ ' ° ~ '~-- l - 4 ~ 1 l~ ~ o `-------~4-~ . fit' N o~.~; , ((}~ e~1~ x``..:51 ``ay.~,~,~ ~o" _ o.~ 3' \ 1 I`~1 c9 . 2 ~ Q/ Z ~~ g-...,~ ~ ~J ~` S0.-. `~ 5 O Ol. ~J'.~, ~ \ _. k (~ i ~ ~. T I .~ 11::1 aK ~ ``-C.w~, r ~_ .~ ~ ~'( , ~, _ _ .._..._.. ce ,~, ~¢ ~ _ -~ ~ , , ,a, .. ;,~ .: ~,,, ~., X23 __~~__ ~z~~ 1~2,~ ~z,s' ~-- ~.~ ti, 1~~:~'. O '. 7,` ~ V L C~ ~.. n y~ ~ O 4j S CiM V 1 `t+ 0~1 ~+.~ 2 1\ Z ~ ~'O~ O w o f Y O ~.1L M ~d~ '~ ... v. r N yi i'4Iv."'e+~od ~o+..or S ~o ~. `~ P ~ c s.S~. 4v ~~ ~ ~ 21 p((v c c ..~ 4v -~ ~ ~ ~ ( ~ ~ j ~ I I • ~~ ~ ~ e 1 .~ o ~ ~ .. ~ w. ~ cs~,,.Yw bo~' o ~. \ :..~... L, 3 b . o ' ~ 3. ~ ' ~ ,. .a.. ,`' •a }~ ~ ` ( ` n - ~' i ~ l?^+ fl..p ..: v w. 4M.~ S' ~ ~? ~~ - ~i Y ,~• ~ ~ G~ „- q ~ -----~ ITT ~y PY~ ti~~ PIPE 3~ I ~p NOISTua6~D SOIL /A<f T pW ROVL.O SY.ET 3b1•IT'J L P tr'C -wE~7iot~S ~~e~. `~`~.S F~~ 2 ~t ~cl2cE I~QIUi wEATNERPQO~F ~.7LNCTiCr+ f~c ~Z~ v „~ ~. ~" 4 0 Y~.ti~ -r' _ _ - -r - -~ %' / ~ WLiO ~ 1 a , o ~~ N~ ~" PSG 1 ~~ L 4 0 1, p l ' 3' oK~ c ~ ON - I ~'"`o`'-ua`' T ~~ ~.o" 3 !o i i P urlP ~„ i Co~E-rc I 6~oGK ~1 Y. lam(' 1 ~' ~ ~ ~ L , LO.CKING~GOVfiR ---~ wAit'N w~ ~ ~BE.C . awcK a~co•,y~cT--~ 24 u t.'D, truwuo,FS .... A \ 0 C D ~'F~E, .~ ~ z . 5 I L , '~ b. .~ ,,Q b 1;~. 5[Pr~c t _ SPECIFI•CATIOIJ$ C?OSC ~ , ~~~ T~-.l..5 M^uUFI-CTURCR: IJUMDCR Of DOSCS: C ~ ~ PEk ~..~ TN-JK SIZ C : 1 u~cYO ~ ~~'° GAL.l.01J S • .OOSC VOLUME r ALARM M/u~UiACTURCR; S ~ ~'~ `<-~`'r._ IIJCLUOIAJ~ OACKiLON~ ~'~ ~' ;,~.,;,.,; hOOCL UUN•bCR: . 1 e 1 1-~ ~ - - SUMP MAAJUFAGTURCR: ~O``` CAPACITIES. Aa 1~'~ I~JCHCS Ok ?\~ ~¢ ;,f.,_;,.: MODEL -JUMD[R: 3~'~S_ ~L O ~ ~'~ IS'0•$c1r D~ ~ INCHES GR „~,,;, _ SWITCH T»PC; ~~"~~ "' IJOTE' PUMP AWD ALARM ARC TO pC P1IAJIMIUM DISCNARCiC RATE ~,~'! (,-/•~ INSTALLED 0-.! SEPARATC CiKC.. "~ VCRTICAI. DIiFCRfIJCf ~CTWCCU PUMP Oi/ AUO OIJTRIDUTIOAJ PIPC„` ~~Z~ FCC7 t Mi-JIMUM -JCTWOR-t SUPPLY PRCttURC ~ ~ ~ ~ ~_ ~-~~~-5 i FCCT + 2'~~ FCET OF FORCC MAIIJ X 1~3,. ~ F~o~CFRICTIp1J fACYOR.~~O FCCT ~ ~S/ "' TOTAL. Dy1.lAMIC HERO = ~ FCET 11JTER-JA~. DIME1J6101Ji 'Oi TA1JK~ LE-•IC•TN ~~~ 1 ;w~OTH ~~,t -; L.IgU10 pCP'r N 3 ~ ---. .,~ ' For Homes Farms s Trailer courts Motels Schools Hospitals Industry Effluent Systems anywhere effluent or drainage must be disposed of quickly, quietly and efficiently. Heavy-Duty Solids Handling Dependable Capability to 3/a" 'h, '/~ H.P. 60 Hz Single Phase 115, 230 Volt. 'h, 3/4, 1, 1'h H.P. 60 Hz Single Phase 230 Volt. Three Phase 208-230, 460 Volt. ~" '~ ~A Bulletin CL2.1A July 8, 1983 ~~ ~~' Model 3885 (Supersedes Model 3870) Submersible Effluent Pumps Semi-Open Impeiie- Casing Stainless Steel Fasteners reSiS(c^.Ce. Mechanical Seal C _ ~ •. _ _ Maximum Temperature 160=F- Capable of Running Dry ~,vithout d2rnage to comaCnent_ Motor Specifications Motor Fully Submersed Bearings Stainless Steel Shatt Sere, =~_ _,~ ^;ess ~.-- •oi ~- -- Single Phase Ur.ifs Three °i:~.,. ,,,, ... Power Cord Single Phase Units 'IOC;- _...:1'~:^~2C ., ~ ~ ~- - -"- SPECIFICATIONS ARE SUBJECT TC Cr+ANGE WITHOUT NOTICE 10 ~GOULDS PUMPS.INC. SENECA Fa~~S NF`^~ ~~~ ~~ .. ~ o ~ `~ -, M.( ~~ System Management Management of this system is critical. As a condixion 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, Timm Excavating, 715-772- 3214, 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 andlor 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. 1 1. [f 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, tl~e 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; final 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. l0. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. l I . 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 83.4 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, desiQninQ, and/or installation of additional treatment components or conversion to a holding tank may be necessary. y Page 8 of 8 r 2048 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 2 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing County Attach complete site plan on paper not less than 8Y: x 1 i l d b t t li it d t rti i l d h t l f ~ i t ~~ ~! St. CroIX nc u e, u no m e o: ve re ca an or zon eren a po Igi n percent slope, scale or dimemsions, north arrow, and to lion and istance to nearest road. Parcel I.D. 008-1057-50-000 Please print all i rm ion. ~~ {{ ,~ ?? 44 ~ ~ ~ p~ ewed~By ate Personal information you provide may be used for se rposes (t nt/a Law, s. rrl)). 5.(TA ~ / I Property Owner ~~. S i". CROIx ~'Cr}~hUT~toca on Allan, Steven & Holly ~ 7_ONING .C4.bt SW 1/4 SE 1/4 S 19 T 28 N R 16 W Property Owner's Mailing Addre$ Lot # Block # Subd. Name or CSM# 457 233rd St. 5 Star View Acres City State Zip Code Phon e Number ;City S Village ~/, Town Nearest Road Baldwin I WI 54002 715-684-5107 Eau Galle 20Th Ave. New Construction Use: /I Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement u_i Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4' x 112.5' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.75' sand fill Boring # ~. Boring /J Pit Ground Surface elev. 99.5 ft. Depth to limiting factor 22 in. Soil Appl'~cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft' in. Munsetl Qu. Sz. Cont. Color Gr. Sz. 5h. *Eff#1 'Eft#2 1 0-4 ' 10YR 3/3 - sit 2 m gr mvfr gs 2f1m .6 .8 2 4-9 I 10YR 3/3 - sit 3 f sbk mvfr cs 1m .6 .8 3 9-22 10YR 4/4 - sicl 1 m-c sbk mfr cs 1 m .2 .3 4 22-28 j 10YR 4/4 f2d 7.SYR 4/6 lOYR 6/2 sicl 1 c sbk mfr - - .2 .3 I } horizon 3 is sometimes gritty w/ sand inclusions a Boring # / Boring ;Pit Ground Surface elev. 99.9 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft' in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10YR 3/3 - sit 2 3 4-10 ~ 10YR 3/3 10-21 ~ 10YR 4/4 - - sit sicl 4 1 21-30 10YR 4/4 ~ c2d0YR 6/2 /6 sicl ~ I 'Effluent #1 =GODS > 30 < 220 mg/L and TSS >3 < 150 m /L `Effluent #2 = BODS < 30 mg/L and TSS _< 30 mgr CST Name (Please Print) Signal re CST Number Henry F. Grote ~ 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 5/18/2004 715-233-0398 v ~ 3~ ~ a .~ ~ v' 6 N ~ ~. a ~~ ~ J ~' ~f c/~ fl ~ (.~ 0 3J ~ ~ t~ ~' n~ .~ ~ 0 s 6 ~ ,~ a ~ -~ ~ a ,,,,~ a ,~ ~ ~ a ~ ~ ~ ~ ~ ~~ yp' .~ y~ Y~ j ,~ ~ ~ ~ ~ / _, ~~~ ~~ ~ ~~ v ~ ~ "~ d ~~ ~ ~,~ yam, ~`~ C~ 4 7 ~ 0 -." r ~ ~s i~ d V - L^*'V ~,^ ~ o~ ~ 1 .~- ~-~ K~ ~~ ~s~ ,..o ~ -~ ~ V o, _1~ ~ ¢ r ~~ -- - _.~~ t ~° fl 3 ~../' o/ f SO --~ ---~/ Q' 0~ ! 1 p, -~ ~ S N O u ~ O r '' ,~ r~ 7 ~ Q ~ ~, G N ~ ~~ ~ M ,~ " .t i a~ c n J 4~ ~ ~1 If 1 lr-~- a, 1 ~ * ~_ ~ 1 p 1, v I i`t ~i ~ I. I I ~ p ~ ~ Q° ti ~ ~ \ ~ ~~ ~ ~ Wisconsin Department of Commerce SOIL EVALUATION REPORT • Division of Safety and Buildings Page I of in accordance with Comm 85, Wis. Adm. Code • • "• h~itach complete site plan on paper not less than 8 1/2 x 1, inche , ~Counry S-t--- C 2O 1 x include, but not Limited to: vertical and horizontal referen point bfr~f ~Rt~'' percent slope, sale or dimensions, north an'ow, and locat nand distance to nearest road. Parcel I.D. Ppv~ ! h.16 Please print all informati n. APR 1 S 2002 Re 'ewes by , Date Personal infomwtion you provide may be used for secondary pu ses (Priva Law, s. 15.04 1 (m)). ~ D// Property Owner C~r~Z.1S 1-c~ gt L `+~ _ ZONIN ocatio 6ovt'te! S 1.J 1/4 S ~~ 1 /4 S ~~ T~$ N R I {~ E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ~ ~l 1 1'~t 3 S S -I ~P~ sEpsT-H'Iz U l~ ASS City State Zip Code Phone Number ^ City ^ Village Town ~1V~Z ~ ® Nearest Road `-~S -~ s~o zZ c ~l~i uZ6-~~~~ ~v C>>~LL,~, ~ zp fit- ~9•v~, New Construction Use: ~ Residential / Number of bedrooms ' Code derived design flow rate 6 ~ ^ Replacement ~ GPD ^ Public or commercial -Describe: Parent material G ~...'(''~L°.~'(~-L 1"'( I Flood Plain elevation if applicable _ General comments - ft. and recommendations: W~pV~ w~ 6 ~~~~ O, b l`~~16U~"1 UIV °~-~L.L, Boring # ^ Boring ® Pit Ground surface elev. QQ- S ft, Depth to limiting factor ~ b in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda Roots Soil Appligtion Rate in• Munsell Qu. Sz. ConL Color ry GPD/ftz Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ - a LO`12 3l z - S) l Z'~s ~(rc wl'~ cS - . 5 ~ ~3 `~' Z `~ -l b 1.0`22 3l.[, - S 1 ~ ?'~''3bk ( WL`flr' C(,~ .- . 8 . ~ 3 l6 zg ~ ~`~2~16 1~ Z S~iRs~e s is I 1cSbk ~~F _ - z. .3 '~° a Boring # ^ Boring I ® pit Ground surface elev. 4g • Q ft, Depth to limiting factor Z- ~ in. Horizon Depth Dominant Color R Soil Application Rate edox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~ •Eff#1 •Eff#Z I c~-£3 ~oKtz ~cZ - s~( Z-~sb1z m-~'~. ~s _ S ,8 ,~ 2 ~ -z.i 1. D ~ tZ 3/6 - s 1 I ~ yr) S bk y~'C-Ft-- -~ w ,S .~ 3 ,~ Zt-~ ~ ~pti~~ ~l ~,S~~s~~ sit I,esbk ~rt~ _ . Z. .3 _..._. ' Effluent #1 = BODs > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 m CST Name (Please Print) - s _ 9~ and TSS < 30 mg/L Signatur CST Number Arthur L, Wegerer ~ ~~~ ~ - S 220254 Address W e g e r e r Soil Testing & n e s i g n S e r v i c e Date Evaluation Conducted Telephone Number 421 iz. I~iain St. diver calls, I7I 54022 •Z-(~_pZ 715-425-0165 ~, Property Owner ~' U S ~ L ~ ~"C _ PL'~A~) ~ G ParcellD # Borin # ^ Boring Page Z of 3 3 g ®Pit Ground surface elev. 1 OQ • ~ rt, Depth to limiting (actor ~- Horizon Depth in. Dominant Color Redox Description Texture Munsell Qu. Sz. Cont Color Structure Consislenc~ ry Roots 1 ~-9 . ~oK2 3l Z - s~ Gr. Sz. Sh. Z`~s b~ ~~- Z q -Z ~ log iZ .~6 - s i i c Z`F'.s1~-~ es l~ brt `F-- e _ 3 ZL 3~ ~5~~-~~6 ~1~ ~.S~cr~sl~ S~C1 1 cSbk , - Im~F ~ Boring # ^Boring ^ Pit Ground surface elev. it. Ueptlr to lirniliny factor / in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Slr. Boring # ^ Boring ^ Pit Ground surface elev. fl. Depth to Nmiting (actor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in• Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 S . E3 • S ~ t3 .z .3 'Eff#1 ~ •Eff#2 Rate 'Eff#1 ~ •Eff#2 'Effluent #1 = 8ODa > 30 < 220 mg/Land TSS >30 < 150 mg/L • Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at G08-2GG-3151 or TTY tiQB-2G4-8777. soo-e3~o (rt.woo~ PLOT PLAPd ~ Page 3 of 3 • . ,,~ Scale 1'=y0' ~ N l~ T Z° L1V'~l ~ Qom-(' OR J "~~ J r~---________ _ qs r ~ ZZ' --~_ ~ ~rnlv1 per. ~L ~..~ ---~_ - ~ . l~ 1, t~. ~_' ,~ X00 ~ZZ, ~ ~~~I -~_ ~~~ • ~'3 ~% ~~ ~Do ~-or S L4T Lt-uL t-0 Z- ~ Fpm __ _ _ _~ ~1-~--~._t.DO~_O~_.Qn.r _7.`'.l~'~,,.31~"Dta9,__~3'BY'~2.:_h11_LI-~-.T1,F- J.._._.__ - - rz fF--Z ~:-~Z=: 1.01- b -- `' - °!-`' _ - -. _ _ _ _ __------- +t _~ _ `: _..~ t ~ /.~~ ,~/. .( ,~ CST Signature Z_(,-0Z 715-425-O1b5 220254 (~~_7..$- S Date Telephone Ilo. CST Alo. Job T10. ST CROIX COUNTY SEPTIC TANK :~vIAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ,~J , Mailing Address Property Address oZ a S -4-, (Verification required from Planning Department for new CitylState LEGAL DESCRIPTION Parcel Identification Number Property Location .~~. '/<, ~ 1/,, Sec. ~ T z~ N-R ~~ W, Town of ~~. ~.~/~e Subdivision _ ~~~ ll ~u /~~ r~S Lot # r _. Certified Survey Map # ,Volume ,Page # r-~ Warranty Deed # ~~ a ~ ~ 7 Volume aSGO ,page # ~~ y Spec house ^ yes .~ no Lot lines identifiable ,(~ yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the DeparTlnent of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNATURE OF APPLICANT / / DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the roperty describ~ejd above, by virtue of a warranty deed recorded in Register of Deeds Office. 4 / Zy •4 SIGNATURE OF APPLICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Depamnent. ****** ~~ ~~~ C.U. ai~~~ *` Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 25DOP 1Dy STA~I~F. B.AK OF W 1SCONSIN F(JRIv4 2- 2000 b~`.ARR.A~iTY DEED THIS DF., ~ ~avating, Inc., Grantor, an teven T. Allarand Holly L.Allai~thusband an wife, as Survivorship Marital roperty, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee th~ ?llowin« described real estate in St Croix Cr>unty, State of Wisconsin: c,i 5 Star View Acres, St Cruix County. ~~'isconsin. ~----- tZCCl1[Q4[i~ l~fC3 752937 KATHLEEN H. VALSH REGISTER OF DEEDS ST. CROIX CO.. ItI RECEIVED FOR RECORD 01/29/2004 09:45AH MARRANTY DEED El(ElDT ~ REC FEE: 1 i. 00 TRAKS FEE: 145.50 COPY FEE: GC FEE: PAGES: 1 Exceptions to warranties: Easements, restrictions and rights-of-way of record, if any. 'tiacne and Keturn Address: David J. Estreen j 304 Locust Street _, Hudson, W154016 ~~~ ~' ` ``~ 003-107-~~-000 _ Pnrcct Identification N'um6cr (P[N1 'Phis is not homestead properly. Dated this 2bth day of January. 2004. F & K T~rjuck~i~ng''& Excav ing, Inc. ~ _E31' ~/ * Cbris Kusilek. President, F & K Trucking and Excavating, Inc. - --- RUTH ENTICATION Signature(s) authenticated this 26th day of Janua~ti, 200~i * -- - - -- Tl`I~LE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by y 706.06, Wis. Stats.} t its ~;~s~ ~tuat~.N r w~vs Uk:~r rr~ a E3 i By G%~~-.C * Dianna Kusil , V ice President, F & K Trucking and Excavatine. Inc. ACKNOWLEDGMENT S"PATE OF WISCONSIN SI'. CKO1X COUNTY'. } ss. Personally came before me this January 26, 2004 the above named Chris Kusilek, President of F & K Trucking and Excavating, lnc. and Dianna Kusilek, Vice President of F & K Trucking and Excavating, Inc. to me known to be the person{s) who executed the foregoing instrument and acknowledged the Sdrr12~ ~` /Gt ~a ~- W Edina Kealty Title - Doug F3er~,~ 400 South Second Street #1 I5, Hudson, W'1 54016 (Sigrature~ ~Ha) he at;thenticated ur ackua4tiledge~i i3ulh are rill neerssxry ) 'Names uf~~ersuris s~gn:ne :n any Cupac[ky rtluat bt tcpr~ or annted bcio~a tMeiz signawre w.axa,i~ rv t~eet~ srn~r~ s~K ~r' Notan Puhlic, State of Wisconsin My commission is perntanent. (IFnot, state expiration date: Pamela A. Willman Notary Public State of Wisconsin wrsc o;~sin Fok:vt ro~.z-ziwo N,Y P~-T oF: $TAR VIEW AC R E SW1/4 OF THE SE1/4, AND IN PART OF THE S1/2 OF T 28N, R16W, TOWN OF EAU GALLE, ST. CROIX COUNTI~ +i a igent Bearings t to Tangent out '14"E N55'18'02"E '02"E N03'36'42"E '02"E N26`36'S5"E '55"E N03'36'42"E '42"W S55'18'02"'W '42"W S17'34'i9"W '19"W S55'18'02"W '02"W S03'30'14"W '02"W ' " S31'43'56"W ~~ ~i " ' S6 W ' " 14 W ~ LJ S03'30 " ~ ~ ' ' 16 W 14 W ' i- 30 503 '. ~ l '-~C ,~~'~. I ~ ~I ~I ~~~~ ~~ o ~ 1~! ~~ oa ~ i -~ 1 ~ I ~i ~i ~lOpl 9 ~I 61' n n- _ _ _ _ _ ._._ _ _ ~s~ ~~ n / ~ ~~ ~ / ~ ~ ~ -o 80' RADIUS TEMPORARY ~ ~ CUL-DE-SAC EASEMENT~_---~~I TO BE EXTINGUISHED ~ UPON ROAD EXTENSION ~ y LOTS ~ i ~ ~` 4.022 ACRES ~ 0 of I (175,218 SO. FT.) ~ 0 ~ ~ c° I Z . ~ ` 33 ~ 6 6' ~e°2e'~ r'E 373 84' . $ S03°36'42"W s N86°Z8'12`W 668.02' 2s.7r ~Q I ~. / ' / R I ~- i i i i - - ___._ ____ , ~! / . ~ /f LOT 6 Z _ } ~ _ _- _ _ ,.. Y C? - _ - _ __ _ .. 2 ~' - '. ~, _ _ - - - ~ _ _ - - - ° -' - ill P .:. C ~ ,_ r ~crs~ 3 ._ ar c.,~,pn .. _- ---. - .. _ > - a 3 .. . t ~. ~., ~•: F- Z i. "" , O c ~ . ~ ~ u ~. d , ~ din ' Q ,. • ,~ N ,. ., , } ~ a .;, u; p - a.. ,,l - - 1 Q _. l4 - ~~ + c W r- N l w ~ ~ a ui N '~ n ~ ~ ,..,.a 1 ~ is Z ~ ~'O { C7 ~ ,r ~~~ ~ Q Q Q . ~ E ~r r n- i I S I ~1 ~ (^ ° {>L - ~ ~ A O~ ~ ~ ~+' , r.~ g - ~ ~ p ~ ., ~ ~ _ _ - ' ~ ~~ ~ ~ 3~ ~ --- _ ,.z . ; ~. W 43; ~. [rase M e ic _ ___. ~ mi ..- r e~ . : z - 3i i LL = ~ ~ .a . .cas S' I - - . . _--- ` .. I Q ~ _ m ~~ rm ~ sl m ~ ~ O ~ o - - ff S' Z g ~ ~~ ~z' ~ ~ r Z ~ N ° - ~ ~~F ~~ -~ I ~ ~ ~ , , 9 - Q } S 0 - , i' _ 'F ~ I i H V ~ _ .ae ,-. ,. ~ o N ', ,. .~: ar A !_ _ ~~ ~ - ~r > ~ Z to W _ -, ~ f < ~ ~ ri~ . a +, ~ t i u [] Q C .. .., _ - .. ~ N ~~ 1i. ~ ~~ JS ~ a _ 3~ i•~ r ~, m '. I- y I l: W a ~ ~ ~ f" f J y o _ _ ri' ~ , -- -- n 8 ~ ' - - _ _ m; z. _ ~ ~ rr~ ~ m~ a ~ m ~, ~ . .... ., .,,,_ - ~ ~ J --- ~ X ~~ _ ~w A _- ~ '~ ~ ~ ~ i _ _ ~ a ~ ~ ~ p a - ~ ,t9'81f /~,89.iGf0 S _ _ '-"'? I '~ ~ 'I k~ I t -' £ f ' i ~ w r - _ ~ ~ "~ E > _ ~ ~ G ~~~[IU~U~Ht ~uF ii~nu XS ~ . 3' N i 'P~~oi~N~WSai>nme.N ~ ~ '~ w w Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'/: x 1 include, but not limited to: vertical and horizontal referen point L, ' i cE percent slope, scale or dimemsions, north arrow, and I lion and istance to nearest road. Parcel I.D. Please print all ' rma ion. ~~ ~~ ~~j jj 44 Reviewed By Personal information you provide may be used fors rposes (~nlraCy Law s.15.~ P~rrf)). Property Owner `e ST. CROIX ~R13tt;t6ktj~"Coca on tr U i~~ ~ t ~f 2048 Page 1 of 2 Certified Soil Testing St. Cr01X 008-1057-50-000 Date Allan, Steven & Holly ZONING .G.6t SW 1/4 SE 1/4 g 19 T 28 N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 457 233rd St. 5 Star View Acres City State Zip Code Phone Number ~ City _~f Village ~y Town Nearest Road Baldwin i WI 54002 715-684-5107 Eau Galle 20Th Ave. /+ New Construction Use: / Residential / Number of bedrooms _ 3 Code derived design flow rate 450 :.: Replacement ~~ Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable General comments and recommendations: install 4' x 112.5' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.75' sand fill GPD NA a Boring # :.. Boring Pit Ground Surface elev. 99.5 ft. Depth to limiting factor 22 in. Sod Application Rate Horizon Depth ~ Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft' in. Du. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 ' 10YR 3/3 - sil 2 m gr mvfr gs 2f1m .6 .8 2 4-9 I 10YR 3/3 - ~jj._ 3 f sbk mvfr c 1 m .6 .8 3 9-22 , 10YR 4/4 - sicl 1 m-c sbk mfr cs 1 m .2 .3 4 22-28 ~i 10YR 414 f2d 7.SYR 416 l OYR 6/2 sicl 1 c sbk mfr - - .2 ,3 i I I horizon 3 is sometimes gritty w/ sand inclusions Boring # / Boring j Pit Ground Surface elev. 99.9 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth ~ Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/R' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10YR 3/3 - sil 2 4-10 10YR 3/3 - sil 3 10-21 i 10YR 4/4 - sicl ~ 4 21-30 10YR 4/4 ~ c2d 7.SYR 4/6 I OYR 6/2 sicl ~ ~ Effluent #1 = BODS> 30 < 220 mg/L and TSS >3 < 150 m !L 'Effluent #2 = 80D < 30 mg/L and TSS _< 30 mgt: SST Name (Please Print) Signat re CST Number -lenry F. Grote ~ 222774 4ddress Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 5/18/2004 715-233-0398 ~. .: " r . ~' 0 ~ ~ U ~ ,~ V d ~ ~..~ > N ~ ~ ~ d Q ~, ~ ~ ~ "1 r - ~~ G_ ~ ~ 0 ~„ 3 -~ ~ ,.._.~, ~ ` .14 ~~ ~~ ~ ( ~ Y dd VVV 'J d J f ~ ~ ~ 3 ~ ~ ~ r ~ , n' S ~ N N•f ~f t ~' ~ d .~ .r l i f s J 7~ 0 T i r M i _.1' /. ~ ~ M ~~ s {~ - `'1_ ` ~ I I ~ f -~ f .~ ~ { ~ ~"_ d ~ ~ ~ ~ d ~ ~ ~ fl .y ~ .~ s d d .~ so v f _" M So 0 r P' a' sF ;~ ~ ~ ~i .0 ~ ~ ~~ ~ ~ ~ a ~ ~ v- f ~ ~ s r ~ o ~ In ~ ~ ~~ ~ ~_ U ,~ ~~ ~ 1 ~ ~ ~ i M ~~ ~ ~ . / t ~ ~ , b ^ ~ \ ~ on 1~ O r - Wisconsin Department of Commerce SOIL EVALUATION REPORT _ Division of Safety and Buildings . Page I of in accordance with Comm 85, Wis. Adm. Code -Attach complete site plan on paper not less than 8 1/2 x 1 inche ~ County. inctud i . e but n _ of limited to: vertipl and horizontal refer ~! S'j" C 2-~~ `' ercent en point ~~ x p sloe t~MT 2~Wff ~rttf'' p , sple or dimensions, north arrow, and loca nand distance to nearest road. Parcel I.D. l~p`!~ ~ ftl G Please print all informafi n. APR 1 S 2002 Reviewed by , Personal information you provide may be used for seconds Date ry pu ses (Privy Law, s. 15.04 1 (m)). Property Owner ~ ( C ~r2.1 S 1-~ V S l L e.,~ ZONIN (t~Locatio Property Owners Mailing Address 6ovk-L-o! S LJ ~~4 SLR 1~4 S ~ ~ T ~ S N R I (p E (or W ~ ~l l ~'~.~ 3 S Lots Block # Subd. Name or CSM# Crty State Zip Code Phone Number I~~pQ~p9T'~ V1.~ ~r~~s 2l V ~_ ~- ^ City ^ Village ®Town ~ ~~~' ~ `~!`S ~V) S ~0 LZ ('~ 1 ~j uZ (~ _ l1~ Nearest Road 7 ~ G i~Ll„I` I ZO `T~j- ~9-V ~ (~ New Construction Use: ~ Residential / Number of bedrooms ~ ^ Replacement Code derived design flow rate bop ^ Public or commercial -Describe: GPD Parent material G L~Ce~ ~.L ~ I General comments Flood Plain elevation if applicable N ~ and recommendations: SOU ~ ~ ~ w/ 6 Klo p' b ~gT21.BvYl OIV ~~, "~ ! ~, i >,.r ~ zo `~ o r= sip Fr ~~ , a goring # ^ Boring ® Pit Ground surface elev. Q~. S ft ~ Depth to limiting factor !~b Horizon in. Depth Dominant Color Redox Description Texture Structure Consisten Sort Applrption Rate in. ce Munsell pu, S Boundary Roots - Gp z z. Cont. Color Gr. Sz. Sh. D/ft ~ -a LO`1R 3l Z - S) ~ Z`~'s~r(2 'Eff#i 'Eff#2 3 l6 z.g ~ ~~2~16 ~~ ~. s~rRs/e s is I lcsbk lo2`FF - , Z ..3 a Borin # ^ Boring g ® Pit Ground surface elev. ~g • Q g, Depth to limiting factor Z I in Horizon De th p in. Dominant Color Redox Description Munsell Texture Structure . Consistence Boundary Sori GpPD Vi=n Ra Root ~ Qu. Sz. Cont. Color I Gr. Sz Sh. s 'Eff#1 'Ef o- -.o~-~ tZ 3cZ - f#2 Z ~-ZI . lp` s i,( Z~Fs b 1-z yn-~y. ~s , s ~ ~ I~Z 316 - st I Z-ry1Sbk )yC~l~ 3 ~-~ ~o~c~~ ~L ~.S~~sl~ si( lesbk c w m~ ^ S - S3 ^ " __ •i .3. 'Effluent #1 = BODs > 30 < ~0 mgt and TSS >30 < 150 mg/L ST Name (Please Print) - Arthur L. tJegerer JSignatur "~~ Wegerer Soil Testing 421 :J. Bain St. River Fa11sDe(7Ig54022vice ' Effluent #2 =BODE < 30 mg/L and TSS _< 30 mg/L . ~~ -.~ _ S CST Number 220254 Evaluation Conducted Telephone Number ~-~-OZ 715-425-0165 Property Owner ~ U S 1 L ~ ~ _ Parcel ID # ~~~~) ~ G a Boring # ^ Boring Page ® pit Ground surface elev. j t)- Q , ~ ft, Depth to Umiling (actor ~- ( In. Horizon Depth Dominant Color Redox D i ti escr p on Texture in Muns ll Structure Consistence Boundary Roots . e Qu. Sz. Cont. Color Gr. Sz. Sh. J ~-~ ~o~c23lz - sL Z`~sbk ~.'~- es Z q -z. / l oY iZ .~6 - s i I Z'-4'.sbt~ i-rt `F-- ew - 3 ZI 36 ~S~ca~~l6 ~l~ 'Z-SkrZ-s!6 slC1 1.csb~, -m~i^U - Boring # ^ eor(ng ^ Pit Horizon Depth Dominant in. Munsell of -^ 'Eff#1 •Eff#2 • S . E3 S w 43 .Z ,3 Ground surface elev. ft. UepUr to lirr-iliny factor / in. ;olor Redox Description Texture Structure Consistence Boundary Roots Soil AGFU/qon Ra Qu. Sz. Cont. Color Gr. Sz. Sli. •Eff#1 •Eff#2 ^ Boring # ^ Boring ^ Pit Ground surface elev. it. Depth to IImIUng (actor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Soil •Eff#1 ~ •Eff#2 • Effluent #1 = 80Ds > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 =BODE < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact Qte department at G08-2GG-31 S 1 or TTY GOS-2G4-8777. soy-s»o tn.aioo~ ~ ' - ~ - '- ---- PLOT PLAPd ~ Page 3 of 3 - Scale 1' = yO ' i ~ NOT Cill~ ~ ~-r OR v J -~~ J r~ ---___ __ _ __ q8 .r -~z~ -~ LC . 101. ~~~ -~ lpp tiZZ. ~~- • ~w-~1 e~~t-z- • ~'3 3% -~ goo ~~- S LOT ~.1~1~ ~-0 T ~ F~ --- ~-~4-1 ---~._l-A0~0.'_Oti._~-.`'.~t'k,, ~1{3-"b~-19,--!R~sB.YSJZ_~a-LC..~'C~~ ---_.--____ --... - -- _ _- t~- t1-Z..~. - ~ - --- - --- -- -------- _. -- K -~---- .C .~ CST Signature Z_(,-0Z 715-425-0165 220254 pl_~- S Date Telephone I.7o. CST A1o• Job P70.