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HomeMy WebLinkAbout008-1075-60-000 (2) c ~f ~ ~ o d c .' ~ ~ , ~ 3 ~. ~ y ~1 ~1. ~ ~ m ~ ,D ~ c ~ :' ~ d ~ I 3 '•' ~ ~ ~ ~ '~' .' ~ ~~ =, 0.t x Z ~, Z N O N O o~ D W Q ' m rv o 0 0~ c ~ ~~ ro~ I° 5' a m A ~ m N ~ a N y c' o ~ ~ m 7 ~ fD 7 w Vi O V D O »~ ~ ' N O. d N ~ N O f A ° Z I rn~ m c a n ~ ', o oo ~ 0 I 3 a~ ~~ ' ~ ° p 3 , ' o ~ ~ I I ~ ~ A N b'i c ~D a ~ d ' '', ' m c~ ~ W V ~ , I ~ a p c _ s l I ~ ~ o cn cn ~ _ I Z ° ~ °o o° ~ ', uni M e w ~ , ' 3 ~ I 5 00 , v a v ~ ~ ~ a i °: !r ~ Z OOOf, ~i ~; ~ o~ g N~~ ° aQ ~ ~ o ~ o = ~ o c Cl N N ~ A C1 ~ N a = Y ~ Z ' o D D o ~ S ~ ~ c ~~yy N I o o i ~~o ~ 7 a • I 7 x ,~ ~. ~ tin ~ I N ? ~ I c ~ O 7 W a i O f D (D C N ~ ~ m ~ oZ m N a n c ~_ -I fA p Z n I =+ _ . 7 N fl1 ~ 'A { n v ? N N N O Q .{a 2 0 ~ 7 7 ~ ~ O O ~ N ~ m N ~ ~ ~ N W ~ A ~ ~~ c. z ~ ~Z A I < vNi ' ~ :~ CA ~ ~ ~ (O 3 m ~ ~ ~ N N Z ~p A d W I o o m c m a 1 ~m~'7n~ ~ 0 ' I vv mo°, v N 7 n C I ~ _ ~ a z N ao ~-o 0 d f ~N ~~ ~ ~ ~ O N O ? fD 7 7 N ~ t7 4 ~ ~ p O ~ '~ a ~ ~ n A I n i o o -~ ~ a a I a N~ O A a~ ~ n ''~ c I m o 7 m J ~ C7 - -w ~ Q 0 :J ~ ~ a O j i :~ I m ~o v r~ O ~ cN., $: a i . ®~ PRIVATE ONSITE WASTE TREATMENT SYSTEMS ~sconsin ~ Powys) Department of commerce INSPECTION REPORT Safety and Buildings Division ~ (ATTACH TO PERMIT) J 3 GENERAL INFORMATION PPrcnnal infnrmatinn ynn nrnyirle may ha neeA fnr carnnriarv nurnneec f Privacy T aw s 1 S O4 (1 Vml ~ Permit Holder's Name: Jae- ~/dr~,~ City Village own of: Feu ~;~e CST BM E e : sp BM Elev: y BM Description: ` TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic t.t,lt5e~ tav ) t'~ a.Q. Do ' Aeration Holding ,__ TANK SETBACK INFORMATION TANK TO P/L WELL" BLDG VENT TO AIR INTAKE ROAD Septic >~ ZazT ._--, NA D S~f ZI1~~ r ~(~ t3 NA Aeration NA Holding - ~ PUMP / SIRH6'iQ INFORMATION Manufacturer ~ Demand Model Number g ~ GPM TDH Lift Friction Loss System Head TDH Ft Forcemain Length 32i Dia Z Dist. To Weli DISPERSAL CELL INFORMATION DIMENSIONS Width Length No of Cells SETBACK P I L Bldg Well OHWM of Nav INFORMATION Waters I CELL TO ~L 7d 7 ({SD -, County Sanitary Permit No: 'f3o ~~ 3 State Plan Transaction ID#: Parcel Tax No ~S ~t-t1~ ELEVATION DATA K."r• ~ ?. ZS STATION BS HI FS ELEV Benchmark - I ~ _ ~! ( / ~.oe3 ~ Bldg. Sewer o~ 7S' St / •~Clnlet /CU,9~ ~ St / b~0utlet / GPI. ~d ~ Dt Inlet , / ~ Dt Bottom 3 ~ Installation Contour ~ , 2/ NefldertMan. ~ JQ!'t _ ~, . S ~ Dist. Pipe ; n V t ~ 0 3, Sys Infiltrative Surface ~ /03 0~. S S~.crh Can cc./ . q 3'" I /0%•Z/ ~ Sid ~ in~/'~ C G . r2 i /03.dp" I Type of System Manufacturer: LEACHING CHAMBER Model Number: ~ -~- ~- DISTRIBUTION SYSTEM X Pressure Systems Only klea~er/Manifold , ~, ~ Distributi Pier(s) t ., ~~ Z~ ~ " X Hol~iSide X Hole ,~fjr Z' Observation Pipes ~ ^ N Length ~ Dia / Dia ~ Spac Length `/ l~ Spacing o SOIL COVER _ ___ _ _ _ Depth Over Depth Over _ Depth of ~ _ Seeded !Sodded ~ Mulched Cell Center Cell Edoes Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS: (Include code discrepancies, persons present, etc.) Plan revision required?^ Yes ^ No ~~ ~_ ~ L- 1 _-_ L -~ -- ' -'---- ~I' Use other side for additional information Date POWTS Inspector's Signature Cert No ~,,,.. ~~ , - _ Pr-aP ~, ~1 ~,, ~ ~ , `~ 1 3 b 4! rc~~ r„ ~/~ G ar4,~. t o %~-~ ~ ~I (0 `~t ~ ~~~ ~ ~ ,~'e~r Pia po , Z ~ ~"'~ dr~ve.u~c~y . 1 ~ ~ ~ I~ \ rr ~rJ ~ 1 ~ ~~ 7 `/ ~;4. rr(, 3o35j C ~cirtt-_~ I /~ ~ e O~ i/, e v~~ S ~~ Cade ;~~ ~'`}: k;~P ~=%~-m R c~o8 - /e~ - ~'o -o~~0 4.a~.~- Zb . 2 P f (~ ~5~0 SL "s~,s, . 'f O r? c% e_ , E c (, r nr v7 er- ~---~(g~,el,~-'~ efflwF~. ~ 50~ l Ubscrt,(a~ ~ , i ~'~'lte.i-~~ o..z"~~ ~; ~ 1- Er/e da ~'~r~ i o3, o'C~ ,fo c~.r 1 'd ,~. ~~ / io2 a~.J' ~ - R ~ . ~.. ~, . t' :. , ~ / ;-90 -F~r~C.~ C-'~ ~n -~~ ~ E ,~ Sao, ~; ~ ~. °! ~ 9 ~- 3 ~~yhe~11U5P~~tinQ, Q i. 6,- ~ ~ k--~sc~-, !oi ~. Ft ~ ~ a .SE~s~SE%y, ~ c . 2 ~~, T, ~n ,t ``, ~ - ~~~` ~--`+~ F ~. ~r•apo,~E.d wl~~,~nc cLt,2G~.9o;~~ is2,9f'~w.~z~~ r~ ~ ~ t O, c Ou ~.~. i c ~~' ~s / / ~ r• /_ /~ ~ ~ C Cc/. 4 fe ~ ~. ~ ~ i ~ ~~ ~-'~ ~ ,~ ~ ~ f ~~ ~ ~-t :L • 9~ ~ i4 'r a-~ ~- ~ (01.1 to ~ ~! / . _ ~ 1 ~~ I ~-~ ~ ~~ ~ _- .~ ~ '~ ~ ~ / ^, ' .1 t ~1 i X a', ~ ~ ~ ~n y`''S' t ~ ~ ~ 6 Y~ ~,~,~- • S ~ C ~~r '~ j ~ *Mlr ~ 1 A ~ 7/~ j ,, ~, t I ~~ , . r. -_. r.. __~__~•_._ ~ y ~f ~ ~ 1 Wisconsin Department of Cc ,~~rce PRIVATE SEWAGE SYSTEM Safety and Building Division ~ ~ • INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Albri htson, Wa ne Eau Galle Townshi CST BM Elev: Insp. BM Elev: BM Description: Cl~ .(~f cam. c7 r ~ CS i Nt-'~'" 1 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION Septic W ~~ S C-2.. cep Dosing 1 • ' ~I ~ ~i V/ .} Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to well SOIL ABSORPTION SYSTEM BED/TRENCH Width Leng1 DIMENSIONS SETBACK SYSTEM TO INFORMATION Type Of System: DISTRIBUTION SYSTEM county: St. Croix Sanitary Permit No: 430443 0 fate Plan ID No: Z =Tib+~s . ~p . Parcel Tax No: 008-1076-80-000 SectionlTown/Range/Map No: 26.28.16.400 BS I HI I FS I ELEV. tsencnmarlc ~ ~ ~ , D~~3 \ f ~• Q / Alt. BM ' ~L, 2.39 1 ' ~ ~„/ / Bldg. Sewer (2 ., / SUHt Inlet 3.8 bb. 8 t SUHt Outlet 1 .Z I~~•of Dt Inlet 4, J } ~ ~ 8 ~ . ~2 Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover 1 o nS•3~f I a (o Z ru~o.,.. - PIT D MENSIONS No. Of Pits Inside Dia. Liquid Depth LAKE/STREAM LEA ING CHAM anufacturer: _ UNIT 4ndel Number: Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Onlv Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched BedlTrench Center Bed/Trench Edges Topsoil i i l~ Yes ^: No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~_th • OS/.~3 {ngpection #2: I 1 Location: 2578 10th Avenue Baldwin, WI 54002 (SE 1/4 SE 1/4 26 T28N R16W) 40 acres L~~S~~ Parcel No: 26.28.16.400 1.) Alt BM Description = TDQ~ ~*"~'~"`~^ Cs~ ""--'- fir, ~ , I0~ 3r, 2.) Bldg sewer length = ~ (p0 ~ ~ ~ 2 ~ ~ r - amount of cover = Plan revision Required? ~] Yes ~ No ~ ~ ~, Use other side for additional information. ___~ L-__._________ -_~ ~ ___- ___- _______ _- -_ _ SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. ' , ~ Safety and Buildings Division Canty ~ ~ 201 W. Washington Ave., P.O. Box 7162 . a m ` ~ Madison, Wl 53707 - 7162 Sanitary Permit umber (to be filled in by Co.) ,~~~~~, (fig) 266-3151 L/ O L~ De artment of Commerce Sanitary Permit Application state Plan L . Nu{tuber ~ ~~ personal information youprovide Aden Code 21 Wis ccord with Comm 83 ] / ~ / , . , . n a may be used for secondary purposes Privacy Law, s 15.04(1 xm) Project Address (if different than mailing address) 1. Applkation Information - Pl~se Print All Information RECEIVED s ~ y /a ~~~,t~ prop~y Owno.>s Name ' G H ~ ~/6 OCT 0 9 2003 Parcel # Lot # Block # ~ Sid ~~ J07(v-~ r~ C Q r1 oe Property 's Mailing Addres Property Location a ~~ so ~ ~~ . ST. CROIX COUNT' ~ 5~~ 1,~ s~~,, ~~ ~ City, State " ~ V/ //.e ~~, 7rp Code ~d'-~+ ~s ~9~' a (circle one) / O T~~ N; R~9"mtu W l ) t ildi h k ll th f B ma y y. a app ng (c ec a u 11. Type o .~- Subdivision Name CSM Number ~ , ~,~ I.S 1 or 2 Family Dwelling -Number of Bedrooms ,/~~ ~ ~ V ^ PubliclComtrencial -Describe Uns~e, N~d y.S' ~ X ~p6 9Yt ~ r' ,., ~ / ~~ ~~ ^City ^Village !eR'ownship of ~~ ~oQ./ ld ^ State Owned-Describe Use / .O 6t/ of Permit: {Check only one boz on line A. Coro ete line B if applicable) Jll. Ty pe A" ,- l tKNew System ^ Replacement System ^ TreatmentlHolding Tank Replacerr>ent Only ^ Other Modificati~ bo Existing System B. ^ permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New list Previous Permit Number and Date Issued Before Expiration Plumber Owner lY. of POWTS ten: Check all that a ~, / ^ No®-Pressurized ht-Cttound ^ Mound > 24 in. of suitable soil L~Mound < 24 in. of suitable soil ^ At-Grebe ^ Single Pass Sand Filter ^ Constructed Wetland ^ pressurized In-Ground ^ Voiding Tank Peat Filbcr ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip lane ^ Cmavel-less Pipe ^ Otlrer (explain) V. DIs rsalri'reatment Area information: Design Flow (gpd) Design rl Application Rate(gpdsf) Disposal Arm Req ' sf) ~ Area Proposed_ fit} System Elevation ~ ~'// -C~v S ~ ' ~ . / /~ 900 y I9~3 DSO n ~/5 /D Z. ~3 O VL Tank o Capacity Gallons Total Gallons Number of Units Manufacturer %._ ~ ~U(] f Prefab Concrete Site Constructed Steel Ft~ber Criass Plastic Ncw Existing / i /G;z~ yt ~ Tacks Tacks Septic or Aoldiog Tank '~/1~ ~- ~/]~ wv / ~ -e / 1L . Aerobic Tmatmcca Unit ~_ Dosing Ct~ambcr 7J V S~ ~ ~ ) ~+~ ~,, W /~~ sew (.L77L . VIL Responsibility Statement- b the undersigned, a~nme responsibility for inctalmtton of the POWTS shown on the attached plans. Plumber's Name (Print) ~.~// PI 's S' ~ ~ MP/MPRS Number z~.so3~' Business Phone Number C~~ ~3~G-86~ Plu~arer's Addrefs~s (~SweetJCi'ty,~S,tate, p ode) o ~ ,.,/ . - J t/^ Ia D l r'.c-/1 C7~~ /~ /~vGC3~ ~K~SOY) ~~. S7"~~rp YI om>< !De nt Use 17n Approved ^ Disapproved S~tazJ+ Pemtit Fee (includes Groundwater e Fee) Stsehar / Date Issued (0) ]suing t Si ) g ~ ~ ~ s O `l L ^ Owna Giveu Reason for Denial // ~~ ~-~ IX. Conditions of ApprovsURessons for Disapproval ~ ~'~ s~~ ,.~~CiL~vL.r STEM OWNEK: `~"~ 1 Septic tank, effluent filter and ~ / v f 2~0 3} ~,Q, vn,` ~Z'~~'~'"'t~, dispersal cell must all be serviced !maintained ~ ~~ ~ ~ /' as per management plan provided by plumber. ~s-~~GL~C:X~" .~ l~~`~c~ ~~~~r~G(~x~ d v~ t i i ne n a All setback requirements must be ma ~ ~~ ( ~~~ vLt. ~~/ ~q./~~ ~ ' ~""~'~ l .~ a~l as per applicable codelordinances. -yt.~1 ~/ Aascu rnmpretC prans lro tnc i:ouory cagy ray sac sys~cm on pxrnr ~~..~ u.a~ o,,... , , SBD-6398 (R. 01/03) ~~ ~ ~ . i' Nropascd 3 b ~ rc~ r,-. ~ QeS:ale rt eG ' ' 1 G ora, ¢, ~ o ~P~epo7ed wail Pro PO S \ d.~;vew0.Y •s/ ";4. S.T.r1. 3o3S/ CAF/ui.rE /,'n e . ?o be i n,6u./a~Ee. ~,(a S ,al+~ Cede . Proposed w Y.s~r w~P 95o-m R k m l0 cL,an,~ / y J .j ' . ~.9 ~_ ~~. y ;- 0 y :~ ~,~ .~ ,` ti -G J J SE~SE%4~, see. 2G, T, OF ~ct-~.~e-Q~e~ ~SScc.n.e~l ~(e~: = roO.C~; ~ - L'roik C'o ~ cJ/, PrOQoSerl -'-'lou.nd gf„Zlo.90;k' /Z2.9P'w~t~ ~%~. ,r /OIJ ~ ~i,~/'S4 ~Ct //, ~u r ~y, ~Q ~t in /S Q t !may X ~/9, /7;w~ ~ Nor'. ~;'ctS S/oacco/ a-t 2.98~/7,0~' /a Sera-Q~. i~ ~"sue. ~oRJ.e. bu;ld;nq ~~ proposed ~, tY10~a.P. S.T. ,~(gabc-l,4-/c~eFN~ ~ So;/Obsc,~'t~'on ~'~'1~~~ o~.~tlet /~ Yi L~ • E/e da ~'Gr'- i o3, O'Can+~o w 1 ~ / /oz.o' ' /o/.° ' / ioo.0 ' ~' B. ' -~c.' I i n 99.° / ~F'orKed ~'im free. _~ -~~ p~_ 8 a~ isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 02, 2003 CUST ID No.225036 MICHAEL P MC DONELL A.C.E. SOIL & SITE EVALUATIONS 340 PAULSON LAKE LANE OSCEOLA WI 54020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/02/2005 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Wayne & Joey Albrightson 10TH Ave Town of Eau Galle St Croix County SE1/4, SE1l4, S26, T28N, R16W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 922733 Identification Numbers ' Transaction ID No. 924574 Site ID No. 665713 Please refer to .both identification numbers, above, in all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes C011~ 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: t'ARTMENT ON Q~SAFT General Approval Requirements: a SEE CORRE • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST SAS (01/81) • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. `~t Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec.145.20(2)(d), Wis. Stat Y ' , MICHAEL P MC DONELL Page 2 10/2/03 • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. `J(~ Owner Responsi ' ' ' s~'~ • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~~~ ~ ~'~~ 3 Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerc e. state. wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART coder 7633. cc: James K Thompson , A.C.E. Soil and Site Evaluations Leroy G Jansky, Wastewater Specialist, (715) 726-2544 1 ~ , ~~ . s s L'~' '~,cF F~1 ~`F I TION COMPONENT DESIGN sl~U. O MOUND AND PRESSURE DISTR BU ~~ ,~ Residential Application ~OV INDEX AND TITLE PAGE ~!O ~` Project Name: Wa ne & Joey Albri htson 3 bedroom residential mound Owner's Name: Wayne & Joey Albrightson Owner's Address: 216 250th Street Woodville, WI 54028 Legal Description: Township: County: SE1/4SE1/4, Sec. 26, T.28N., R.16W. Eau Galle St. Croix Subdivision Name: na Lot Number: Parcel I.D. Number: Plan Transaction No.: na Block Number: NA 008-1076-80-000 __ Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report ,~~dty :~" ~~ CO.M.M,ERC~ SAN lLDING C '~~NQCNC Designer: Mike McDonell License Number: 225036 Date: 09/03/03 Phone Number: 715-386-8692 Signature: ~~~~ Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 . tl( Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 10.00 Site Slope (%) 101.00 Contour Line Elevation (ft) 14.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpd/ft2)/ Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c ore) ~ c Center or End Manifold 2.25 Lateral Spacing (ft) 4 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 2.98 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 45.00 Forcemain Length (ft) 94.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 8.33 Vertical Lift (ft), 0.77 Friction Loss Sft) 15.60 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 x 1.25 x x 1.50 x 2.00 x 3.00 x Treatment Tank Information WLP 1000 Se tic Tank Capacity (gal) Wieser Concrete. Manufacturer Dose Tank Information 750.36 Dose Tank Capacity (gal) 20.28 Dose Tank Volume (gal/in) Wieser Concrete Manufacturer Note: Sand Fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 4.50 Cell Width (ft) Are the laterals the highest oint in the distribution Y , network? Enter Y or N tf N above, enter the elevation ft of the highest point. 6.62 ft2/orifice Does the forcemain drain back? Y Enter Y or N 7.34 Forcemain Drainback (gat) 62.66 5x Void Volume (gal) 70.00 Minimum Dose Volume (gal) 28.01 System Demand (gpm) Manifold Diameter Selection in. dia. o tions _ choice ' 1.25 x x ~ 1.50 x ~ 2.00 3.00 Gallons/Inch Calculator (optional) 750.36 Total Tank Capacity (gal) 37.00 Total Working Liquid Depth (in) 20.28 gal/in (enter result in cell 649) Effluent Filter Information Zabel Filter Manufacturer A100 Filter Model Number Project: Wayne & Joey Albrightson 3 bedroom residential mound Page 2 of 9 Mound Plan View 1_ 1 /y 1 ~ B : • Observation Pipe ~ ' K ~ • ti.ti.tit..•..ti.•..•.••.•ti.•..•.••.!•.•• ,•.••.••.•ti••.••.••.••.`•.••.•••••.••••ti:;• •.••• • •.•5.~ti • L:•. 1••.••.• t••. 'ti ~~ L'J . Mound Component Dimensions A ~ 4.50 ft E 27.40 in B 100.00 ft F 9.25 in D 22.00 in G 0.50 ft _, -+ _fi -1 H 1.00 ft K 11.49 ft i 15.23 ft L 122.98 ft J 7.16ft W 26.90ft 450.00 (ftz) Dispersal Cell Area 1973.21 (ft2) Basal Area Available 4.50 (gpd/ft) Linear Loading Rate ~ 1 s. Pipe Placement -~'4' or- - sr ~-- Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.60 (ft) ~---~ , ..:::: «.... G • H ifii:rrir 2 ir,~riifi... 1 ~ ,rirrrrf ~ r vi~r~i..::~ ft) Lateral I F , . ; : ; ~ Dispersal Cell 103.33 102.83 (ft)--- - ~ : ~ , Invert Dispersal Cell :~ : ~ ~ ' ~' ~ ~ Elevation E ~ ~ D ~ : ~: .•.• ...• .~ ~•~~~~ 3~`~~`=`~~ ~'""` "-~" " ` v } ~ - - 101.00 (ft) Contour Elevation 10.0 % Site Slope Geotextile Fabric Cover Shading Key ~ ~. -~ Dispersal Cell See lateral details on 1^ ®Topsoil Cap o ~°- ~ o 1.5 ft ti• ;;r;•ti; .r; ;;}" ;~~ '~' '~ '•' ~•r Page 4 for number, © .,~.. Subsoil Cap ~ ~ ; ~~~;, ~ size, and spacing of © ~'] ASTM C33 Sand ~ : ~'• ~ : ~ ~ ~i ~-ti'; ' ' F laterals. Laterals are ®~ Tilled Layer t ~ ~ ~ v 0.5 ft ~ Typical Lateral : • : :• :•ti;.;.•-.•,•-.•; ~ -ti•• ~ °~' ~~ ~ e uall s aced from q Y P the distribution cell's e 5 r•: • A re a e ;:;:;: ~-- A ----~ centerline in the distribution cell (Ax6). Project: Wayne & Joey Albrightson 3 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection pia tee or cross to maniFold at any point. I P •=Turn-up vdba II va Ive or IE- X---> If x12 I x12-~I Laterals & force main of PVC Sch 40 cleanoutplug per COMM Table 64.30-5 Holes dried on the bottom of the lateral. S Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.98 ft Lateral Length (P) 49.17 ft Orifices per Lateral 17 Lateral Spacing (S) 2.25 ft Orifice Density 6.62 ftZ/orifice Lateral Flow Rate 7.00 gpm Manifold Length 2.25 ft System Ftow Rate 28.01 gpm Manifold Diameter 1.25 in Total Dynamic Head 15.60 ft Forcemain Velocity 2.86 ft/sec Dose Tank Information Locking cover with warning Project: Electrical as per NEC 300 and ---- Comm 16.28 WAC _ Laterals are identic al Tank component is properly vented Wieser Concrete. Ca acit 750.36 Volume 20.28 Manufacturer Gallons gal/inch A B C D Dimension Inches Gallons A 18.49 374.97 B 2.00 40.56 C 4.51 91.47 D 12.00 243.36 Total 37.00 750.36 3" Bedd ~- Alternate outlet location Forcemain diameter ~ 2 in. label and locking device and sealed watertight ~- ~ 4 in. min. - Disconnect `_ under tan Alarm Manuafacturer LevelAmt Alarm Model Number DLV Pump Manufacturer Zoeller Pump Model Number 98 Pump Must Deliver 28.01 gpm at 15.60 ft TDH Wayne & Joey Albrightson 3 bedroom residential mound Weep hole or anti- siphon device P~,off elevation (ft) 95.00 Dose tank elevation (ft) 94.00 Page 4 of 9 Mound System Maintenance and Operation Specifications -- ____ Service Provider's Name J. Thompson, POWTS INSP.#4819 Phone 715-248-3271 POWTS Regulator's Name Polk Co. Zoning ~ PhoneE715-485-9279 System Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity WLP 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Inspect and/or service once eve 3 years Should ins ect and clean at least once every 3 ears Test once eve 3 years Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Inspect for pondin and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. , Lateral Turn-up Detail Finished • ............. ............... Grade \ 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve ....... ....... Distribution Lateral `-- Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Wayne & Joey Albrightson 3 bedroom residential mound Page 5 of 9 HEAD/CAPACITY CURVE ~ N L TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERIN4 DB 177 f OD 167 10.1 166 I flb I B! I W I q9 tr1. Gr. Lt7 Gd. Lcs ' Cial Ltr1 GaL L.1 G~ LA'i.~ (3N. LI1. 01 LYa. GIL "Lle. G.i Ltrs. :12 72 27J IW 3D4 ..:...,...1_.:._ 108 Wli ei 211 _._ 61 23+' 6B ~'12D 166 667 166 b17 71 61 2J1 7D OW 100 3/8 i, 6i 2.11 61 271 - 68 ZZn 1N .6011 151 672 ai 5 770 W 2l2 91 Ji/ w -217 60 Z27 ~ ~ 5B ..:710 1/2 ~ SJ7 fay 649 b7 :;6 D6 J6 X106 82 JtO. 6d Z'3 60 ?271 68 •220 /J6 616 110 E72 B 70 71 2130 67 2'.6 6D 223. 68 ;720 128 ~~ 461 117 .647 ~ 66 21d 65 'l-!6 FA 71il W '.JW 68 220 127 166 171 W I '. 71 -- 1 ~ -b 1'2 td aA >6 '.290 6B 22A 106 ~'~. 7a7 111 .4J1 - - 21 -83.1 11 i ib 5t 197. to ~21D 68:.220 W IJ4f 1C0 OYi 16 " 67 13 161 x ~.I k Qa "'.220 71 ~, 26D 86 622 -' ' ~ T-' JO 111 10 '~ 62 . 1 D7 61- I W 70 266 _ _ - ^---- ~~ ~ ---. `~ '11 W 16 170. ?o 106 61 201 1 T - ?2 ~~-121 ir. 8 J7 1i7 18 ;,... ~. 21 79 20 1 SJ 6' 7!' 26' 60' B6' BT n' 116' Dt' 112' EFFLUENT & DEWA7ERING Warning: Model 185 should not be subjected to less than 30 feet TDH. Note: For Head Capacity on Model 112, industrial column-explosion proof pump, see FM 219. SEWAGE & DEWATERING WARNING: Model 293 should not be subjected ' to less than 15 feet TDH. ~ r .28.0/ W W //(/h//Y1Ll/Y) JE.C ~ /~24~. GC//~ ~ LL 24 as 75 22 70 20 65 18 60 55 16 50 }1 IS 12 40 JS t0 30 8 25 6 20 15 / 10 2T 5 0 GALLONSI I' LITERS 0 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE SEWAGE AND pEWATERING SERIES 282 266 287 268 202 _ 261 292 _ 297 294 295 _ FT M l LIr G l G Ltr 1 Ur G Ur G l ' Gal L« a Gal Ure G61 Un Urs G6i Gal Un Ga: L«s . 5 1.52 . B. a 90 9A1 a . s. 12B 161 . 6 s. 12B 461 a . s. 12B 481 . . 1J0 192 . . 190 687 . . 110 6J0 . . . . 196 712 . . 225 B52 10 7.05 !i0 227 BD 3J1 B9 137 09 3J7 D5 J60 t5B SDB 121 169 1B1 685 205 776 15 1.57 22 5 BS 50 189 50 188 50 188 67 238 775 Slt tpfi 401 1J0 192 165 62S IBS 700 ?D 6.70 10 J8 t0 JB iC JB 3J 125 to6 407 BB 333 719 450 150 568 16B 636 25 7.62 78 268 6B 2ti7 706 401 176 Sts t5J SE~I_ JO 9.11 _ +J 183 ~ 47 178 9J 740 J 121 158 t/0 53J_ 10 12.79 _ 5 !9 50 tB9 91 356 n 5 175 50 15.24 _ 58 220 69 7;i7 60 78 29 _-- - - ~ t7 19 59 223 . 70 21.31 _ ~ _ 25 95 Lock V91ve t8' 21.5' 21.5' 21.5' 26' JS' 11' SO' 62' 77' 290 I 282 292 262 266, 267, 268 264 291 295 70 20r 30 40 50 60 I 70 8~ 90 100 110 120 1130 140 150 160 17~ 0 1B0 t9-~?o0 2701 z20 -n01 80 160 2{140 320 40U 48U 56U 640 720 8800 860 p9. ~Q~9 ,~ f. ~J .1 ~.~ ,~ y ~9~ ~_ i) ~L V `~ Prep o sc~-~ 3 b td rUV r,-. . ; Qc s. c% n c.G G orn., ¢. ~ o ~P~apose~l _,~ w c_,11 Pro pa se~1, ~ d.~;~ewaY S/';a. s.Trrt. 3035! Cep/uirr~ /, %~ e . io ~ i ndu-/ale. c.~o S ,ac+~ ode . P~op~s.cd w~^~es~r w~P~ ~~~---may / w0.y q e ~ ~sc.P k~~ e. SE~s~SE%r, .see. z~, T, D~ E-Q~Gc..~l1e~ ~SScc.ne~l ~le~: _ /DB.CY~,~ ~ •Ca>~ik C'o~ u~/, {~ropo5e.d -~'loc.~.nd 4f,.2Ca.9°X /12.9~~w~t~ ~%s .r /ad' d/.~trsa /cc //. Fo'u r (v~ /4 ~c ~a /s q t l%~ x 5/9, /7,W~ ~ ~o~, ~;'ce5 S,44ccd a-t z . 98~/7,aa.~ /Q sera-Q~. /y io~A~ ~~ ~ "sue . ~oP.d, e, bu; ld;,~ 5e.c,.~v propos<.d I,~D~s-P.S.T. ~(~abe/,4-rte ef{lu.e,~ ~ 50l/ ©bs~'I,~i~.'cn .~'~'It~ei-~f. outlet /~ Yi '~ • E/e da ~'u,~1 / io3,o'C~,focv / /02.0 ' ~o/.o' / ioo.0 ' 49.0 ~' B• ' t'1~; I i n / •~orKed ~'1 m free. p9 B o~9 ~5~~~~~~ Department of Commerce Date of Inspection: November 19, Project Name: Albrightson Use: New -Residential Legal Description: SE, SE, 26, 28, 1 Site Number: Subdivision: Municipality: Town of Eau Galle County: St. Croix Plan Transaction Number: Sanitary Permit Number: Wastewater Flow: 450 gpd Persons Present: J. Thompson, R. Eslinger, J. Sonnetag INSPECTION REPORT '~ i G .. ~; ~ ~. r` - P~mbe~ J+iar~rl~ ~ sr~..,k'~, -~}` Unkrtoi _ ~~' ~~ .. ' s14~~'~SQi~F .. ~. -~~ ,'' j „1 _~~ ~. SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street Chippewa Falts, WI 54729 www.commerce.state.wi. us Scott McCallum, Governor Philip Edw. Albert, Acting Secretary and Address: -ester Name and. Address: K. Thompson, CST 30021 ulson Lake Lane ~. W 154020 Owner Name and Address: Wayne Albrightson 215 250th St Woodville, WI 54028 This soil verification was completed at the request of the. certified soil tester (CST) because of questionable conditions. One soil pit was evaluated (CST B-1) and a determination made that this site qualifies for an A+4 mound system. The soil pit had the following. morphological characteristics: 00-10" 10YR 3/2 sil, 2msbk, mfr; as. 1~ 10YR 2/2 sil, 1 msbk, mfi, as. ' 13-18 10YR 5/4 sil, 2msbk, mfr, cw, w/common 10YR 6/2 silt coatings on ped surfaces. 18-30 10YR 3/4 cl, 3mabk, mfi w/3md 10YR 5/6 redox concentrations. Other recommendations include: ~ IC, tf"` 1. Use a linear loading rate of 4.5 gpd/ft. 2. Chisel plow surface to 16 inches deep to break through lower part of A horizon. 3. Mound must be installed to follow the land surface countour. If there are any questions regarding this report, please contact me. f~Foy G(,pansky // ! Wastewa er Specia ist Ljansky@commerce.state.wi.us E-mail 715/726-2549 Fax 715/726-2544 Voice cc: ®County ^ Plumber ®.CST ^ Owner ^ Other ,~.t ; 9 3 t'~ 1 .~ ~ ;`` Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in ~r~rvrt~rvw with (`_rvrvn AF Wic 4Am ('.nda 1414 p~ 1 d 3 A.C.E. Sal & Site Evafuations _ ~~ Attach complete ske plan on paper not less than 8Y: x 11 inches in size. Plan must St. Croce include, but not limited to verbal and horizontal reference point (BM), direction and p~ I D percent slope, scale or dimensions, north straw, and bcatiorr ~d distance ro nearest road. . . 008-1076-80-000, ID# 26.28.16.400 Pleass print all information. By - Date Personal nfommlion you provide maybe used fw secondary purposes (Privacy Law, x.15.04 (1) (m)). ~ y~~-~ / property Owner Property Location Wa ne & Josephine ALb ' htson Govt. Lot SE 1/4 SE 1l4 S 26 T 28 N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 215 250th Street City State Zp Code Phone Ntmyber' ~ City J Village ~ Town Nearest Road Woodville ~ WI 54028 715-698-2005 Eau Galle ~--90Th Ave -- - New Construction Use: ~ Residential / Number of bedrooms 3 Code derived design fkMr •. -'" 450 GPD _;I Replacement ~ PutNic or comrrterciaf -Describe: `~• `: ~°-~° Parent material Glacial Till Fkxxi plain i~a¢pircab>e•'~" - ~~ _i recorrsnendations: Mound system elev. = 102.84' at 22" above 101.00' contour. ---~; '' ~ ~pn,~ ~ r:~' `. 'I a . Borirg # ? Boring f ~ ~ ; P8 Ground surface elev. 99.69 ft. Depth to lirrNting factor 16° nh.`~'_/ ~ _,Sa)t~Appbcati ate Horizon Depth Dominant Cokx Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 ~'E 1 0-6 10yr3/2 none sit 2fsbk mvfr cs 2f 0.5 0.8 2 6-10 10yr5l3 none sit 2fsbk mvfr cs 1f 0.5 0.8 3 10-16 10yr5/3 none sici 2msbk mft cw 1f 0.4 0.6 4 16-30 10yr4l4 m 1 d 7.5yr5/8 sicl 2msbk mfr cw 1 f 0.4 0.6 5 30-45 7.5yr4/4 t2d 7'SyrS_/7 ~` fld I~/2 cl 1 csbk mfi - - 0.2 0.3 Hor¢on is a mooed A & B horizon consistirg of 1 sit and 1 sit. Ong # J Boring 1I Pit Ground Surface ele,r. 99.62 R Depth to limiting factor 14N in. Soil AppYc~ion Rate Horzon Depth Dom'arant Calcr Redox Description Texture Structure Consistence Boundary Roofs P D/ft' ~Eff#1 1 0-9 10yr3/2 none sit 2fsbk mvfr cs Zf 0.5 0.8 2 9-14 10yr4l2 none sit 2fsbk mvfr cs 1 f 0.5 0.8 .- 3 14-2$ 10yr5l3 f2d 7.5yr5/8 sicl 2msbk mfr cw 1f 0.4 0.8 4 28-42 10yr4l4 m1d 7.5yr5/8 sici 2msbk mft cw 1f 0.4 0.6 5 28-40 7.5yr4l4 f2~a'1~ ~ ci 1csbk mfi - - 0.2 0.3 Effluent #1 = BOD ~ 30 <_ 220 rnglt,. and 7SS < 150 #2 = BOD <_30 mg/!. and TSS <~0 mg/L CST Name (Please Print] Sig re: T Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Trtlepttorte Number 340 Paulson lake Lane, Osceola, wl 54020 5114/01 715-248-7767 rVt `~ ' prop~y ' Wayne' & Josephine ALbrightson p~ Ip # 008-1076-80-000, ID# Page 2 d 3 3 Boring ~~ # !~ Pit Ground Surface elev. 103.71 ft. Depth to limiting factor 18" in. ~ Rate Horizon Depot Dominant Cobr Redox Desaiption Texture StNCture Consistence Botmdary Roots 'Eff#1 *Efit~ 1 0-10 10yr3/2 none sil 2fsbk mvfr cs 2f 0.5 0.8 2 10-15 10yr4/2 none sil 2fsbk mvh' cs 1f 0.5 0.8 3 15-18 10yr5/3 none sicl 2msbk mfr cw 1f 0.4 0.6 r4 18-30 10yr4/4 m 1 d 7.5yr5/8 sicl 2msbk mfr cw 1 f 0.4 0.6 5 30-48 7.5yr4/4 Qd 7.Syr5/7 & Qd 10yr6/2 CI 1csbk _ mfi -_ ~ 0.2 0.3 ^ ~~ # _l Boring ~ Pit Ground Surface elev. it. Depth to Ikrtitirtg factor in. ~ gpplicatlort Rate rizon H th De Dominant Color Redox Descri tion Texture Structure Consistence Boundary Roots o p p "EtT#1 *Eff#2 ~~ # _i Boring ~ Pit Ground Surface elev. ft. Depth to limiting facxar in. ~ ApDlicabort Rate Horizon Deplh Dominant Color Redox Oesaiption Texture Structure Cons~tence Boundary Roots 'Eff#1 ~"Eft~2 Effluent #1 = BC>D ~ 30 < 220 rr1glL and T'SS >30 < 150 rrtgA. • Effluent #2 = RODS < 30 n'IgIL and TSS <,~0' • 7/" The Deparhnent of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or need material in an ahernate format. please contact the department at 608-266-3151 or TTY 608-2648777. APR-07-2003 09:8 AM R.C.E. Soil & Site E~al 715 X48 7764 P. ^01~~l ~a ^ Sei/~1N~bn art ~ ~/t/a~lrrn ~ EYi~fi'n~ ~incie/,y~ c . ~„~. ro9.o rr~~+.~ /e2.0 ~ i~/.O' ~ ~ ~4r ~ i ll ~'i/'~, ~ r'1 'f/[L 9l'O ~ E/Otd.`~ 97.35' G9~ ~- tv•yRe a~.sc, pti,-~~ Q l.brt'~,tsor, ~. SE~SE~, see. ~G, T. of Ea.•~6a.~2c~ SE -C.oik Cry cad/, ~~ ~~~~~~ ~~ ~- J ~~ sue,., - c s ~ ~~""~ ®~, ~ ~ ,M,~~QxcerQ ~~ ,t ~a~,~~. ~~ ~.~~~ t(5sr<~•-~d Flu/; = iaia6b,' Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01!81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or sub]ect to failure must be replaced. F_xposed access openings greater than 8-inches In diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry Into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank . shall be disposed of in accordance wfth NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation, The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next ' service needs to be,pertormed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump!,Tank The pump (dosing) tank shall be inspected at least once every 3 years.~All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is Installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 10` cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was Installed to determine If orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall tie checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 Inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. C_ontinaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground suAace, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Wayne & Joey Albrightson 3 bedroom residential mound Page 6 of 9 OCT-08-2003 08:38 AM A.C.E. Soil & Site E~al 715 248 7764 P. 02 ST CROIX COUNTY SEPTIC TANK MAIN'T'ENANCE AC3RE13MENT AND OWNp,R,SHIP CERTIFICATION FORM owtler leJar~~ ¢ rc~. A/~~i~~t~ Mailing Adt~ess ~ ~G 2 S`d ~ ~t ., uJcootd.~/~, cJ~ S'yo~$ Property Addresa~~ ~~~~ ' ,~~/ (Verifies on ngttired fi~om Plantting Department for now constcuotion) City/State Pt~ccl Idt~nditration Number oot• /07G - P'OM~ r:~.r_sir. nF~rutrn~rrc>1N ~ Yp0 P1~erty Location ~'/<.. Std t/a, Sec. ~ T~N-It ~~O W, Town of ~aK 6e..ll~ Subdivisicxl r1.4 ,.._, Lot # hA- Cert3iled Survey Map # n'G Vvlutne h ~' Pago #n'4 Warranty Deed # ~~ ~ ~ Vohune t ~ ~ ~ Pt~ge # ~ S Spec house 0 yea ono cvs~tir wrsTlv7~NAxrF imgropcr use and maintcaanee of yam' septic system could result in its prernatars failure to handle wastes. Proper maiatenanoc consists of pumping oat the septic tank curry three years qr sooner, if needed by a licensed pumper. What you put into the system can affect the fluiction of the septic tank as a trcattnent stage in the waste disposal system. The property owner agrees ld submit to St. Croix Zoning Department a certification farm. signed by the owner sad by a master plumber, journeyman plumber, restricted plumber qr a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is leas than I!3 full of oludgo. i/we, the undcr5igntd have read the abgve retluircmtttta and egret to maintain the private sewage disposal system with the standards act forth. herein, as act by the Deparhncnt of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained atust be compictcd sad returned to the St. Croix County Zoning OPfiee Within 30 d>~a of the thrsc vest eXDiratioa data. OF APPLICA /o._. , 0,03 DATE ny_y1~i~rygTjFt["ATrnN I (we) certify that aII statements on this i'arm are true !o the best of my (qur) knowledge. i (we) am (arc) the rnvner(a) of the petty described above, by virtue of a wartattty dud reemrded in Register of Deeds OfiSee. ~ a ~3 S A OF APPI,IC DATE +• ~' •+• A.ny information that is mis -represented may result in the sanitary permit being revoked by the Zoning DepatYtnont. '~aa a a* • • Include wttt, tWs application: a stamped watrmtty deed fivm the Register of bends office a copy of the eertificd survey map if reference is made in the warranty deed ~IZ ~.~ . 5896'74 DOCUMENT N0. " i 5v STATE BAR OF WISCONSIN~FORM 2 -1982 WARRA~NTY~ DEErp:' Harley Flor and Carlotta Flor', fiusbarid and wi=e conveys and warrants to FIa ne A. Albri tson and Jose hine F. Albriqtson; husband an wi e the following described, real estate in S t . Cr0 i~ County, a State of Wisconsin: Southeast quarter (SE 1/4) of the Southeast quarter (SE 1/4) 26-28-16 Town of Eau Galle, St. Croix County, Wisconsin This __ i s not homestead property. • (is) (ts not) Exception to warranties: ST. CROlX CO., WI Rae'it t,,. i*,-.,fir!! OCT 2 21998 ~'.UQ ``~, `___ Rapist~r of D~eda ~~~ TH18 SPACE RESERVED FOR RECOROINO OATH NAME AND RETURN ADDRES8 aid -a~v~ ~ ~C.Y.r.~ w~- CHUB'- /C~~(o-SZ~ - o00 PARCEL IDENTIFICATION Nl'IMBER o Dated this _ a ~ day of v , A.D., 19 9 8 ar ey o (SEAL) (SEAL) ~~ •-~ - • Carr-Plot (FLAW (SEAL) ' • AUTHENTICATION ACKNOWLEDGMENT Signature(s). State of Wisconsin . .,~,.,,::,r:.~..... as. - ° ~. Croix County- - / authenticated this day of _ r o u..~.,..,.u.. ,...... t..r .,...,..ti,~. c~vZ C o ~ ti ti ~ N a +.. 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