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HomeMy WebLinkAbout002-1027-95-100St. Croix County Planning and Zoning Detail Sanitary Information Wednesday, Jmzuary 30, 2008 at 5:16:19 PM Page 1 of 1 Computer #: 002-1027-95-100 Sub/Plat: NA Section: 13 Parcel #: 13.29.16.1996 Lot: 2 TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: Vol. 19 Pg. 4978 1/4 1l4: SE 1/4 SE 1/4 Owner: Koenig, Richard 2680 90th Avenue Baldwin, WI 54002 State Permit: 487979 Issued: 11/07/2005 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: 05/22/2006 POWTS Detail: NA Bedrooms: 3 POWTS Pretreatment: NA Notes Issuerllnsoector As Built Plumber Other Requirements Ryan Yarrington NA Rogers, Mike Ryan Yarrington Sicr~ed f~~ff: Yes Maintenance Scheduled Pump Date Pumped 5/22/2009 WI Fund: Additional Notes Tank installed 12/09/2005. Money Owed $0.00 /`_ a ~ A ! ~~~\ I Wisconsin Department of Commerce ~C j ~ ~L EVAL ~ PORT Division of Safety and Buildings ~ 2~~,QR in n~a.wrrlnnro with !:n S W Ari~ 1850 Page 1 of 3 A.C.E. Soil & Site Evaluations '' ~~OU Attach complete site plan on paper not ' Inc ~~~i1t$yPlan st County St. Cfoix include, but not limited to: vertical and horizontal re e ~ direction nd D Parcel I percent slope, scale or dimemsions, north arrow, and location an a to rest road. . . 95 00 1027 002 ~- - - - P/ease print all infon~ation. Ravi By ~ Date Personal information you provide may used for secondary puipcues (Privacy Law, s . 15.04 (1) (m)). Property Owner Property Location Stillman Andrews Estate Govt. Lot SE 1/4 SE 1/4 _ T 29 N R 16 W Property Owners Mailing Address Lot # Block # Subd. Nam or CSM# ~ ~ ~ ~7~ 402 Johnson Street South e d City State Zip Code Phone Number J City ~ Village ~1 Town Nearest Road Woodville ~ WI 54028 715-698-3266 Baldwin Co. Hwy. D & 90Th Ave. /~ New Construction Use: yJ Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD ;;f Replacement ~ ~ Public or commercial -Describe: Parent material Glacial drift Flood plain elevation, if applicable na General comments and recommendations: Install mound system at elev. 97.75' at 14" above 96.58' contour. Onsite soil verification completed by Pam Quinn 10/05/04. Boring # ~ Boring 1~ Pit Ground Surface elev. 97.20 ft . Depth to limiting factor >47" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/3 none I 2fsbk mvfr as 2f,1m 0.6 1.0 2 12-17 10yr5/4 none I 2fsbk ml CS 2f,1m 0.6 1.0 3 17-25 10yr4/4 none Is/sl 2msbk mUmvfr ci 1fm 0.6 1.0 4 257 7.5yr4/6 none Is/s Osg ml - - 0.7 1.6 Horizons #3 & 4 consists of an irregular, discontinuous mixture of soils indicated, each comprising approximatley 50% of the horizon. Boring # ~ Boring Pft Ground Surtace elev. 96.65 ft. 22" in. Soil /~ Depth to limiting factor Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-8 10yr3/3 none I 2fsbk mvfr as 2fm 0.6 1.0 2 8-14 10yr4/6 none gr Is/sl Osg2fsbk mllmvfr ce 2f,1 m 0.6 1.0 3 14-22 7.5yr4/6 none Is/sl Osg/2msbk mUmvfr cw 2f 0.6 1.0 4 22-36 7.5yr4/6 f2f 7.5yr5/8 s/Is Osg ml - - 0.7 1.6 Horizons #2, 3 & 4 consists of an irregular, disco uous m ure of soils indicated, each comprising approximatley 50% of the horizon. H#1 & 2 contain ap ox. 30% gravel, cobble, & stone. ' Effluent #1 = BOD ~ ~ <_220 mg/L and T >30 < 150 g/L uent #2 = BOD <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si ature• CST Number James K. Thompson s----- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceola, WI 54020 10/52004 715-248-7767 Property owner Stillman Andrews Estate Parcel ID # 002-1027-95-000 Page 2 of 3 Boring # ~ Boring M' Pit Ground Surtace elev. 92.93 ft. Depth to limiting factor 32" in. Soil Application Raie Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr4/3 none I 2fsbk mvfr as 2fm 0.6 0.8 2 8-13 10yr3/3 none I 2fsbk mvfr as 2,1fm 0.6 0.8 3 13-21 10yr4/6 none grls Osg mvfr cw 2,1fm 0.7 1.6 4 21-32 7.5yr4/6 none Is/sl Osg/2msbk dsh cw 1f 0.6 1.0 5 32-56 7.5yr4/6 f2f 7.5yr5/8 s & gr Osg dsh - 1vf 0.6 1.0 Horizon #4 consists of an irregular, discontinuous mixture of soils indicated. H# 5 is cemented in place, parting to Osg when disturbed. Loading rate reduced to reflect permiability resitriction associated with cementing. Boring # ~ Boring 1~ Pit Ground Surtace elev. 92•`18 ft. Depth to limiting factor >43" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none I 2fsbk mvfr as 2f,1m 0.6 1.0 2 10-22 10yr5/4 none Is Osg ml cs 2f,1 m 0.7 1.6 3 22-43 7.5yr4/6 none Is/s Osg ml - 1fm 0.6 1.0 Horizon #3 consists of an irregular, discontinuous mixture of Is & sl, each comprising approximatley 50% of the horizon. All horizons contain approx. 30 gravel, cobble, & stone. ^ Boring # ~ Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD y~ 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODSa 30 mg/L 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 608-266-3151 or TTY 608-264-8777. ~~ N w ~/ So~% 2/Q~uCZL~ivr~~~~~ • ElQ /a ~i'an if (off " (v.2~ !~ . Togo o F . 5{eel ~encePosL` lei = io,2.1S,' ono off' y2" S~k• ~O Pd,C, -9,0' 9S, o ~ ~ ~ 97.0' ~ ~ ~ ~ ~ ~~ ` ~ ~ ~~ ~~ ~ \ ~ ~~~_~ ~ \ ~~` ~ ~ ~ ~~ 5(sr~q GQ drai/iQ~ 4~py i ~~ . ~~ ~ ,~~' `~- ~ ~ i r i ~~ ~ i /~ ~~.3of'3 Wisconsin Department of commerce PRIVATE SEWAGE SYSTEM Safety and Buildirig Divisinn 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 Koeni ,Richard Baldwin, Town of CST BM Elev: Insp. BM Elev: BM Description: /of~ Q~ ~ cST TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic w~~s ~1~~ Dosing ~ ~"^~ t. Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL/ BLDG. Vent to Air Intake ROAD Septic ? r 2 / ~~ Dosing ~ ~~ ~~ t~ l r t 'C Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ II ~ GPm and ~ oe ~n Model Number ~ + ' I s~ /~J 7~ TDH Li~ 3~ Friction Los'c System HeaS ~ TDH Ft / r' ~ Forcemain Lengt[•i~ i ~~ Dia. i I Z Dist. to well $~ ~ SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 487979 0 State Plan ID No: I .- rea,~s, to Parcel Tax No: Section/Town/Range/Map No: 13.29.16. ELEVATION DATA A~ 5/. 8.~i /6~{. ~ 5 ~i~r, STATION BS ~. d5 HI 15. FS ELEV. llb Benchmark ~,) S.~ oS ~.o~ Alt. BM 5; ~- Bldg. Sewer ~ r I SUHt Inlet -y 8•.Slp q, / 1~•~ SUHt Outlet Dt Inlet ` Dt Bottom ~/• Z~ `13 57 Header/Man. ~ ~ ~ ~ ~, q~ // Dist. Pipe ~ 2 .9 cam ~d I ~ Bot. System ~ 3 • ~ ~~ / ~ Z S Final Grade ~ 1, Q 1 /~~ • ~ c J St over ~ ~+~ ~ ~ /~ 3` 3 Co,~~-o .r s, os /ao BED/TRENCH DIMENSIONS Width / Length 5 ~ No. Of Tren ~ es PIT DIMENSIONS ~_ No. Of Pits -'-'~ Inside Dia. Liquid Depth ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ~ INFORMATION CHAMBER OR Type O System: J /~~ ~ ~ ~ I / ~~ ~ ~~ UNIT Model Number. 111CTRIRIITICIN CYCTFM Header/Manifold 1] ~ Length Dia Z Distribution ~Z , ) ~ / Pipe(s) Length ~~ Dia ~ ~ Spacing ~ x Hole Size ~ r 3 ~~ x Hole Spacing t Ve to Air Intake Snll rn\/FR ., o.... ., c..~se...~ n..i.. .... M1n..nr1 nr Dt_f:rarlo Svs4oms Anly Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center r ~ Bed/Trench Edges \ Topsoil ~ ~ Yes ~ No es ~J No ~ ~ ~. 1 ~- d/`` COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~~CS• ~/ ~ Inspection #2: PIQ~ ok d,,:~, •t~r~..~~~ Location: 2680 90th Avenue Baldwin WI 54 2 (SE 1/4 SE 1/4 13 T29N R16W) NA Lot 2 Parcel No: 13~ 1.) Alt BM Description = ~ , 2.) Bldg sewer length ti ~1 Z tf , ~{2 ",(- $w;l ~~~ . ~ ln,o.,; n S ~ ~o ~. ~ ~ w-:a ~ OT a S 0 ~,;~ - amount of cover = Plan revision Required? iJ Yes o Use other side for additional information. ~_ y L , Date SBD-6710 (R.3/97) L~ ~~ Cert. No. 4 ~ ~, Safety and Buildings Division County , ~ ~ '~ 201 W. Washington Ave., P.O. Box 7162 S ~ ~~ M di ~~~cons~n a son, 707 - 7162 ~ Sanitary Permit Number (to be filled in by Co.) Department of Commerce (60 266 ~S ~ ~~ ~ Sanitary Pe i liea ions ,, to Plan I.D. Number I In accord with Comm 83.21, Wis. Adm. de, p nfo anon Y~rpvi~ ma be u d f d ~ ~ap / ~ 7~ y se or secon ary purpose rivac w, s .04(1)(m) ~no~ Project Address (if different than mailing address) I. Application Information -Please Print All Informa ton ZDNiNG Cp CNT Y ~ ,Z(p~b ~(~ 7'~~ /Pv~ . O Property Owner's Name arce ` Lot # Block # ' ~ ~ , a ~ ~_ Property Owner s Mailing Address Property Loca 'on P©Bm ~- ~E ~ Cit y State Zip Code Phone Number ,,,,s ~ ~ /e, Section ~_ / / ~ 1 ~ G~ l ~ + v S~~ ~~ L~ 6 _ S- p IL T circ e one) T ~ N; R~E or W ype of Building (check all that apply) (],,,,,(J ~a.n 5~~ C ~~ ~ ~ ' P """ d"r ` ' ^ t or 2 Family Dwelling -Number of Bedrooms Subdivision Name S Number ~C ^ Public/Commercial -Describe Use v ~S t J- ~SQ!'t4e. ~ ~ ~ ~ ~ ~uLO ~~~ t- 7.7 ~ ~~ ,,/~ ^StateOwned-Describe Use D ~ 57 /IfLU.n C ^City_^Vill~a,ge~ownshipof LSAI~w III. Ty p e of Permit: (Check only one box on line A. Complete line B if applicable) A. ~ / +I~ New S stem Y ~----- ^ Replacement System ^ TreatmenUHolding Tank Replacement Onty ^ 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 ~ J . ~D ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil ~4ound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ ~ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) / , V. Dis ersaUTreatment Area Information: t , Design Plow (gpd) D sign S plication Rate(gpdsf) Dis ersa] ~ d sf) Disper Area P (sf) System Elevation ~~z Z~ i ,~5~ X50 ~ 6 ' . ~~. i$ ~5 fait z s VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks U ~ , ~ ~- /~ If Septic or Holding Tank. , X n Dosing Chamber ~ Z ~ _/ O ~_~ ~L VII. Responsibility Statement- I, the undersigned, assume responsi ~ for installation of the POWTS shown on the attached plans. ....~ ' Plumber s Name (Print) Plumber' igna 1~IP/MPRS Number Business Phone Number ' Plumber s Address reel, City, State, Zip Code) VIII. Coun /De artment Us nl pproved Disapproved Sanitary Permit Fee (includes Groundwater Dat Issu Issuing ent Sign to o ns) j Iven Reason 1 Surcharge Fee) ~~ ~ ~~ I ~ T~ 7 U ' iX. Conditions of ApprovaUReasons for Disapproval ~-~ 1/;tEM ONVNER: 1~. Septic tank, effluent filter and dispersal cell must all as per manapanteM plan provided by PkNnbri• I 2. AN salbadc ~ rrwaf ba maittWnad `, a~ pw appNaabie coda ! oedNrnoas. ~ Attach comulete otans tto the cnn~r., .,..~..i s„_ .~.., ~.....,..... •- ~T___, ,--rte. ..,,. .,,,, .,.a., o„~ a u u~cnes m size SBD-6398 (R. 01/03) q ,.. _. .. ~~ ri ~ p/~ 1"• v d ,' ~ d ~ 3 ~~ N_ `~ rf' 60 f ~~ _ - _. /' J J`~ ~: ,i` `~ ,~ , ~ ' d ~ ~ J j ~ r S ~~ ~ < 3 .~l ,J0 '. J '' ~ ~ ~ ~ 6 n C ~ ~ O ~ ~ ~ l ~ / \ ~ l~ ~ - 's .. nn i V' a _,i ~ Q ~ ~ , ~__-.~ s ~~ d ~ r ~_ =--~ ~ ~~~ a a a . ,~~ '~ . ~ J d J a ~ / ~J ~t ~ ~ ~ j n ~+ > ~ ~.~. ~ ~ n ~ ~° 1 ~, I ~ ~ ~ -~ ~ ~ ~ ~ -` ~ ~I ~ ~ 1 ~ 3 ~ 3 a .~ ~ ~ - j ~ .S ~t '~1.r-r 0 ~, ~ ~ _g N ,_ .~ S a ~ ~, . ~, _ J . ~. . ~. ~ _ ~ .~ 9 ~ y~ ,.~ S . o -~ ~.~ ~ ~, _ ~' ~ ~ j ~ ~ t ~ J ~ ~ ~ ~ ~ /J ~' Q d : ~' ~ ~ S ~ t-b _ ms's ~' L ., J ~ a ~ ~ C? C _;-- ~ o .d _ ".6 -S ~,. ~ a ~ o ~ ~ , ~~ ~s 5 I~ d ;+ , ~ s r ~~ ~~ :.~ ~ ~~ ~ j cr ~-~ J C:6 ~ ~ o /l ~J,®t ' ~ ~O ~ ~ ~' ~ ~ ~ ~ d ;~ ~~ ~ I.~ y ~ ~ ~ ~ ~ ~ ~ ~ ~~~ ~,.~ ~ , ~ -~ ~ Z ~ ~ d a --; ~ ~ s ~- ,~ ` ~~ ~ ~ J~ _-t-_ .S ~~ a ,-~ f r ~_. n ~' ~o ~ - M -~ 1 commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary October 31, 2005 CUST ID No. 225094 MICHAEL P ROGERS ROGERS PLUMBING E4457 HWY 12 MENOMONIE WI 54751 Identification Numbers Transaction ID No. 1209770 SITE: Site ID No. 706642 Richard & Jennifer Koenig Please .refer to both identification numbers;. 90TH Ave above, in all carres ondence with the,a enc .: Town of Baldwin St Croix County _ SE1/4, SE1/4, 513, T29N, R16W Lot: 2, Subdivision: Mueller FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1048144 Maintenance required; 450 GPD Flow rate; 21 in Soil minimum depth to limiting factor from original grade; System: 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 .4TTN.• POWTS Inspecto~• ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/31/2007 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. C'p,~~(~lh 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. ~ , DER RTMENT~ The following conditions shall be met during construction or installation and prior to occupancy or use: ~ N OF E Reminders ~ 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/OI) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traff c and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS 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 MICHAEL P ROGERS Page 2 10/31 /2005 • Comm 83 22L7) A copy of the approved plans specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz @commerce. state. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote ;Certified Soil Testing Richard & Jennifer Koenig -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: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (O1/Ol) Location: Lot 2, Mueller CSM SE'/4, SE'/4, Sec. 13, T 29 N, R 16 W Town: Baldwin County: St. Croix Date: October 28, 2005 Owner: Richard & Jennifer Koenig Address: POB 454 River Falls, WI 54022 Plumber: Mike Rog rs y Signature: -------_____.__.. License: MP 225094 Attachments: SBD-10577 -Plan Approval Application SBD-8330 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 RECEIVED page 1 of 8 OCT 2 4 2005 ~~ +' ~''~`~ r C~' ``"~:4C~ ~PpNDENCE, SAFETY & BUILDINGS 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 `~ 3 Bedrooms x 100 gal/bedroom/day x 1.5 ~ gallons/day hydraulic load Design Calculations In situ designed loading rate o ~Z4 gallons/sq. ft. per day Depth to estimated high ground water ~~ ~ ~ in. Depth to bedrock ~ ~ ~ in. Cross slope at system ,~. ~ ~'~- % ~ w~ Force main length ~ ~ ft. of z in. ~ . Z b Manifold/header length ~ ft. of ~`~ Z in. ~ ~ ~ z Drain-back ~ • ~3 gallons Lateral length ~ @ S 4-• ° ft. of ~ `~ L in. Lateral elevation t ~~ ~~-S' ft. @ bottom of lateral Lateral hole size ~~~ b in. @ 3 b' ° in. ( ~ • ° ft.) Spacing ~ ~ holes/lateral ~ g holes total Lateral volume ~, 9 3 b gallons Total lateral discharge rate ~~~ o ~ gallons/minute @ 2 ~ S~ ft. head Network pressure'compensation losses °~ ~-5 - ft Elevation difference -~ S ~ z~ ft, Friction loss ~ ~ 2-~ ft. @ 2S gallons/minute Total dynamic head ~ ~~~ ft. Pump/si~on 2 9 gpm @ t ~ ft. of head Manufacturer ~`~ ~ ~ w ~~ Model # S ~ ~'~ ~ a Dose volume ~ 3, ~ gallons Lift/si~on tank ~ ~ ~~ ~ ~ - ~ wo ~ ~~ ~ ~ gallons Septic tank ~ ~ `~~ gallons Effluent filter ~-~- ~ ~~ ~ ~j d v ~~ ~` ~ g Zz. ~ a- ~ ~ Measurement pump on and off s ~ ~ in Height alarm from tank bottom t b • n in. Reserve capacity ~ ~~ ~ Z gallons specs.caics.res ~~ Page Z of `,. TT y` , ~~ ~~ IL.'2,~I ~r _ I 1 ~ ~ ~~ ~ ~ ~ SZ ~ Q ~ } Cd,t3 a~.s~ ~ s... .. .. ~.....,, d. s o v e .~~,. ~~~,~s~ / o o `~ 3 l ~ 1 ~ tltir+ c~" ~o,~~,~•,1 / ~ , L y \ c ..1I Z l,L~ ~ 2,~~ ~ ~.~ ~ ,~ t b s~bco:1 ` i~y~ z Av L` l J-O , p _~ 1 S r'~ °~ , ,,,,, w y ~~~~ ` ; N o~l..~, ~ e~~ x..:51 ay kw,~ ~o" _ o.~ 3' .. r`.i ~2 .. ~.. 9 ~: `~' •~ t •~ ~ - ' a. ~ V ~ 2., ~ , .~' . ~_ ~~ ~ u i~~ ~.. 9 ~ ~ , z ,t. ~` p ,: Z . o ~~-~, ~ z~ ~..~- ~ ~~~ -~-- ~ i 4, ~ ~~~~'~ 5~~0~ ~2,b ~ Z~Z ~ 1 1 1,5 ~ (' N o~L: ` 4~ ~•~i TQJM w.~. v~.o.~ ~~ ~ w w ~ ~ i- McG~S- 1.~~:~ O •• 4.^ ~' a ~ )p ~ ~ v C o ~o S ~r v ~.+: o ~, ~,. a` 1 ~ i-a `O e ~ ~ o ~.. c~ ~ roc. 1~ b L c 1 ~ ~~ ~~ 1 %/ ~a`i~v..~~1 s~ ~ T 4- o r ~~ s-4 0' ~, ` Q U L S L.~ ~ o ~ < < v. a', .,. ---~ 3l1 b W • _ 1~ o\ cam, o .~. 1 ~~ s2a. ~ e.n.,. ~ ¢~.. ~ o R o ... \ :., ~ ~ 3 b, o ~ ~ o,~p e~-~ (3 • o ~ q ~ ~\ ~ v.. ~ 4.~ sU- ~ ~ 3 g ~, o\ e. ~ ~ ~- .fit v .,\` / ~ ~ ~ a~ ~ ~~~~ ~ ~~ g '~;i~ .~, . ~' {'1 , ~ f:.~ { •: i ,i ~' ;. ;t ;~ C x l ~ ~ ~~ ti; I Grade, elev. ~ ° L ----> 4" PVC sch 40, 3' onto solid ground 6" 24u I.D, r~axuaLE i~ r ~ GA' R.OV LD ~QSICET 3bNrJ (•1lL P i 1ST G~rV+E~.T;OKS l' L e ~/, ~L~~, G ~ ~/ LO C Kl u GAG OV 6 R ---~ WAn'N iNC ,c ABED . Qv~cK DI~C,OVVLCT-~ 4~ ~~ .~. 11 F `R `t h"1 n ~ r WEATNERPRO~F ,I~VNCT~Cn iLCa ~ I~ ,~~~ ~~(f' '~~4" PVC I i ~SCh 40 vent ~" ~ ~' I~ j --__ ~' Lr--- i ~~wE1:'p '- ~ ~ A ~ 20, o" ~~ 4 PVC ~,AF'FLE / sch 40, Al 3' onto 0 ~~~ solid ~- `"`/ ~1~.~ .~, ~ -`\\v'O ^~' ON - ground C9 Y' C7 v^C. h L eJ QGF f=`~ -- c~ ~ZZ-1 4 +3A PuxP ~ 9 ~, ----~ _ 1 Cb ~~K c ScPr~c ~ _ SPEC~FI•CATIOIJ$ OOSC TnuKS MAUUFACTURCR: ~ ~'~ IJUMBER OF DobCS: S~ ~ _ per day T^).1K SIZ C ; ~ ~}" _~C~ GALLOWS • .DOSC VOLUME g •~ g A~^Rh I'W,~UFACTURCR; S J ~ ~ `K-~''~ IiJCLUOIIJG 6ACKF~OW gallons P10DCL WU1'MCR: • \ ° ~ ~`~' `~ CAPACITIES; A. 20`~ S~S.Z IUCHES CR gallons SwiTCM TyPC; ~~y`` "ll' Z iuCHES Ga ~3•SZ gallons 8= PUMP I1AWUFACTURCR: ~~ ~ ~~w,~. 'z C a SAO iucwES 0R $3'~_ gallons r~ODCI. -JUMDCR', S {"~~ ~O 1SO,gc~ D~ ~ INCHES 0~ gallons ~wiTCN TyPf; Vh2.~..+tiv " uOTE: PUMP A1~JD ALARI~ aRE Tp OE MIWIMUM DISCHARGE RATC?'S_„~ G-h1 INSTAlLEO OW SEPna~hE circuits VtRTiCAI. DiFFCRC1,1Cf DCTWCCIJ PUMP OF- AWO OISTRIDUTIOAJ PIPE.. S~.ZJ~ FECT i + M~,uihUM -JETWORK SUPPLY PilC1;LUIlTTE//. 2`S FCCTa'~'~"s~ + 20 FCET OF i'ORCC h1AItJ X x'39 f~ioortFRlGTIOW'FI~cTOR. DaZ'~ FEET ~ 2~ p.-, -~ ~ t - TOTAL DyWAMIC. HEAP ~'}g FEET /I ~~ 3~~, IUTCR-JA~ DIMEIJbl0A1L 'Of TAWK: LE-.IG7N I~~ ;W;pTH ~$ ;LIQUID pCPTH t Q~.c 6 ~,,~ `~ 9 r' a . ~~. . '- '. y • Purnt~ Chatracteristits Meta Udt Sed~nsi'swle AaFeemdk hblets SNEi30A1 Hasp+wet .S8 F.il lead Aqs i.0 YMIa Sboied his 14 1 A.-al, 1 SSC tlbee 6 1 v.lt n s Nat: 60 lrmpsntwe 1 ~0'F Ats,~ioM NEA4A Esssye A iasleth>w Cns A t>icctwu 5ise 1-I/Z' M-1(3ttse~ Se1ds Hs.iiwq 3/4' l19'rw) itwtr Welglt sa 6s. /ewer Cord 11/3, SJT1N, TO' str. Materials of Construction NN-dte Si~Mss Staol ~ El0 tKel.ctrk a Ikta Mas but kw cm Gwt k wry Shoff Sed s..t rte: c.~i./c.r~ SCI hdyt A~.d st..l S~ Swrbi>f St«I wss Iwirtl r E tk Gst M~ SiNw lows Rtrw MN tettwt ~t~ sfk ~ ~ ~ Fostean SteE#less S1Mi 11ws~ArlSf1A1'ICA ~a+a f y ~ 1@ ~ t ~ io I 0 i M p St CpKh~1S• ilk. 1 , ~...,.,._.._ 10 ~..,. , .._~.. ..{..~..._ ..,.rt,. UMn/S.a.l E " ~ ~ ~ Tot*I Nwr fort 4 i 12 1t ZO 44 d'M pl.s.l 44 =~ 2! s= 1 Z 0 Dimensional Data 1. ANeb~ {Mwld la rwaiolrl es.. 1~r: In ra 1 M« la c~nhuawn puNw ~~ ~ e>~,.~ ee~.~ ws ,y101 S. 0~%6il Iml ~~ d, rk nw» 1M r~k q ~h ,~. w .. vruun end Zhu p~msae.nbu Mtge ~~. .~y.t rl. ~ 11' '1/~ (J01) g°J~f zoo' ~~ 1~~ ~ (~) r I ~~~j° HYDROMATICw I B~0 9orwr Rwd AdJa11, Cho 44105 i~:119.219•J011 hx• 419-~Et ~pil W~ Sfle: wrw.pentdrPunpcom SAIEi OfFK[S IN A!l NWOA CRIES ANO COUNYIIES item w: Wc14•A3S0 1201 SM t' 1949 H~drorndit' PurnPf. Ashlon~ti, Cho. W! R' -Your Aulhonted lord Diuribvror - 1 ~41 U Jv~ ~ ! i .. .. .__ .. I ,t... __.. I s~ f '~ 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, Rogers Plumbing, 715-235- 1 132, 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; 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. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. 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 i ~~~ ~ ~ ~' #2326 ~~~'!~'~'~~+~n SOIL EVALUATION REPORT f 4 Department of ~(`''!~~~'~'e-rr]~~ ~` _ in accord `' ' ^ ode Page 1 0 r)ivicinn of Rafpf~nd.~nn ~°~lE RG~_F~ V ~1 1~ Certified Soil Testing, LLC _..._._.. _. __.- ^a&.....o~o v ._..- ounty Attach complete sites n a er not less than 8'/x x 11 in es in size. Plan must a~ St. Croix ci flTl7ete~ntal reference int (BlirUrc+iregio~av~n~ include, but not limited toto: ve ' D arcel I NN~~ddad. percent slope, scale or dimensions, north arrow, and locatio and d e tbb n a~dee~k . . pending from 2-1027-95-000 Please print all information. ST. CR01X COUNTY eview By Dat Personal information you provide may be used for secondary purpos (PrivacyL~l~~~9f(~~n)). ~~ 7 j S Property Owner Property Location Koenig, Richard & Jennifer Govt. Lot SE1/ , SE1/4, S13, T29N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM~ POB 454 2 Mueller CSM City State Zip Code Phone Number ~ City ^ Village ®Town Nearest Road River Falls WI 54022 715-426-5091 Baldwin 90Th Ave. x New Construction Use: ®Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ^ Public or commercial -Describe: Parent material loess over pitted till Flood plain elevation, if applicable NA ft. General comments install 8' x 57' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.25' sand fill and recommendations: -~ ^~- Boring # ~~ Boring ,~I Pit Ground surface elev. 101.3 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consiskenc Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eif#2 1 0-4 7.SYR 3/2 - sil 2 m gr mvfr gs 1f/m .6 .8 2 4-10 7.5YR 3/2 - sil 1 m sbk mvfr cs lm .4 .6 3 10-22 lOYR 4/3 - sl 1 m sbk mvfr cs im .4 .7 4 22-32 10YR 4/3 f2f lOYR 6/2 sl 1 m sbk mvfr gs 1m .4 .7 5 32-47 10YR 4/4 cap lOYR 6/2 sl 0 m mfr as im .2 .6 6 47-57 7.5YR 4/6 cap 7.5YR 5/3 s 0 sg ml - - .7 1.6 H4 redox becomes c2d lOYR 6/2-7.5YR 4/6 below 25"; inclusions 7.5YR 4/4 scl & lOYR 6/3 scl frequent below 32" containing redox features 2 Boring O Boring # ''u Pit Ground surface elev. 99.3 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Golor Redox Description Texture Structure Consisten Boundary Roots GF Dlft' ih. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-7 7.5YR 3/2 - sil 1 f-m sbk mvfr cs im .4 .6 2 7-12 7.5YR 3/2 f2d 7.5YR 3/4,5/3 sil 1 m sbk mvfr cs lm .4 .6 3 12-17 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 m pl mvfr gs lm .4 .6 4 17-37 10YR 4/4 m2p 7.5YR 4/6,5/3 sil 1 m pl mvfr - - .4 .6 lacks A+4"; presumptive limit is 0"; avoid this area near surface drainage feature Effluent #1 = BODS> 30 < 220 mg/L and TSS >3 < 150 mg/L ` Effluent #2 = B < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatu e: CST Number Henry F. Grote ~ 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 10/7/2005 715-233-0398 SBD-8330 (R.07/00) Property Owner Koenig, Richard & Jennifer Parcel ID # Pending from 002-1027-95-000 Page 2 of 4 3 ,Boring ,~ . , Boring # pit Ground surface elev. 98.4 ft. Depth to limiting factor > $4 in. ~! oil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sr. Cont. Color Gr. Sz: Sh. _ 'Eff#1 "Eff#2 1 I 0-8 7.5YR 3/2 - sil 1 f-m sbk mvfr c lm .4 .6 2 I 8-23 10YR 4/3 - sil 1 m sbk mvfr cw lm .4 .6 3 23-33 7.5YR 4/3 - sl 1 m sbk mvfr cs im .4 ~ .7 4 33-38 7.SYR 4/6 - s 0 sg ml cw if .7 1.6 5 38-46 7.5YR 5/6 - sl 0 m mfi cs if .2 .6 6 46-52 10YR 4/6 - s 0 sg ml cs - .7 1.6 7 ~ 52-84 7.5YR 4/4,4/6 - s 0 sg ml - - .7 ! 1.6 4, Boring f Boring # ~ Pit Ground surface elev. 94.8 ft. Depth to limiting factor 33 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. CoIQ Gr. Sz. Sh. "Eff#1 I "Eff#z 1 ~ 0-10 _ 7.5YR 3/2 - sil 1 f-m sbk mvfr cs 1m .4 ! .6 2 10-17 lOYR 4/3 - sil 1 m sbk mvfr gs lm .4 .6 3 ~ ' 17-24 7.5YR 4/3 - sil 2 f sbk mvfr cs lm 6 8 I 4 24-33 7.5YR 4/4 - sl 1 m sbk mfr cs lm .4 ~ .7 5 33-37 7.5YR 4/4 f1f 7.SYR 5/3 sl 1 m sbk mfr cw lm .4 ~~~ .7 6 j 37-70 7.5YR 4/4,4/6 f2p 5YR 4/6 s 0 sg ml - - J ' 1.6 H6 has repetitive bands 7.5YR 3/4 sl (O,m,mfr) w/ f2d 7.SYR 5/3 redox features rJ _ Boring ~ Boring # X Pit Ground surface elev. 97.6 ft. Depth to limiting factor 21 ~n. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr: Sz. Sh. "Eff#1 "Eff#2 1 I 2 ~ 0-3 I 3-6 ~ 7.5YR 3/2 7.5YR 3/2 - - sil sil 2 m gr 2 f sbk mvfr mvfr gs cs ~ im im .6 .8 .6 T .8 3 6-21 lOYR 4/3 - sl 1 m sbk mvfr cs lm .4 ~', .7 4 21-25 lOYR 4/3 f2d lOYR 6/3 sl 1 m sbk mvfr cs 1m .4 ' .7 5 25-31 lOYR 4/6 - s 0 sg ml cs lm .7 ~, 1.6 6 31-36 lOYR 4/4 - Is 0 sg ml cw im .7 1.6 7 ~ 36-39 10YR 4/4 - s 0 sg dl cw im .7 I 1.6 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L "Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. [f you need assistance to access services or need material in an alternate format, please contact the department at 608-266-315 ] or TTY 608-264-8777. SBD-s3sti (R o~ioo) Certified Soil Testing, LLC Property Owner Koenig, Richard & Jennifer Parcel ID # .Pending from 002-1027-95-000 Page _ 2 of 4 . ^ Boring 3 `Boring # pit ..._..,. Ground surface elev. 98.4 ft, Depth to limiting factor > 84 in oil Application Rat Horizon Depth Dominant Color Redpx Description Texture Structure Consistence Boundary Roots GPDlft= in. Munsell Qu. Sz. Cont. Cola Gr. Sz Sh. . *Eff#1 *Eff#2 1 0-8 7.5YR 3/2 - sil 1 f-m sbk mvfr c lm .4 .6 2 8-23 10YR 4/3 - sil 1 m sbk mvfr cw im .4 .6 3 23-33 7.5YR 4/3 - sl 1 m sbk mvfr cs Sm .4 .7 4 33-38 7.5YR 4/6 - s 0 sg ml cw if .7 1.6 5 38-46 7.SYR 5/6 - sl 0 m mfi cs if .2 .6 6 46-52 lOYR 4/6 - s 0 sg ml cs - .7 1.6 7 52-84 7.5YR 4/4,4/6 - s 0 sg ml - - .7 1.6 ~- _ Boring Boring # ti~ ~ Pit Grdund surface elev. 94.8 ft. Depth to limiting factor 33 rn. Sod Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. *Eft#1 *Eff#2 1 0-10 7.SYR 3/2 - sil 1 f-m sbk mvfr cs lm .4 .6 2 10-17 10YR 4/3 - sil 1 m sbk mvfr gs 1m .4 ~ .6 3 17-24 7.5YR 4/3 - sil 2 f sbk mvfr cs lm .6 .8 4 24-33 7.5YR 4/4 - sl 1 m sbk mfr cs lm .4 .7 5 33-37 7.SYR 4/4 flf 7.5YR 5/3 sl 1 m sbk mfr cw lm .4 .7 _6 37-70 7.SYR 4/4,4/6 f2p 5YR 4/6 s 0 sg ml - - .7 1.6 H6 has repetitive bands 7.SYR 3/4 sl (O,m,mfr) w/ f2d 7.5YR 5/3 redox features rJ ~ -, Boring / ^ Boring # Pit /. Ground surface elev. 97.6 ft. Depth to limiting factor 21 m• Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence .Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr: Sz. Sh. 'Eff#1 •EK#2 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs lm i .6 j .8 2 ~ 3-6 ~ 7.SYR 3/2 - sil 2 fsbk mvfr cs ~ lm j -T-_- .6 8 . 3 6-21 lOYR 4/3 - sl 1 m sbk mvfr cs im .4 ' 7 . 4 21-25 10YR 4/3 f2d lOYR 6/3 sl 1 m sbk mvfr cs im .4 I .7 5 25-31 10YR 4/6 - s 0 sg ml cs lm .7 ~ 1.6 6 31-36 lOYR 4/4 - Is 0 sg ml cw lm .7 1.6 ~ 7 36-39 lOYR 4/4 - s 0 sg dl cw im .7 1.6 ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Certified Soil Testing, LLC 'property Owner Koenig, Richard & Jennifer Parcel ID # pending from 002-1027-95-000 Page 3 of 4 5a . L~ Boring ~/ goring # ~ Pit Ground surface elev. 97.6 ft. Depth to limiting factor 21 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure . Consistence Boundary Roots GP DYftz in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'EH#1 *Efr#2 8 39-57 7.5YR 4/6 f2d 10YR 6/3 s 0 sg ml - - .7 1.6 I ' H 8 has irregular 7.5YR 3/4 sl (O,m,mfr) bands; note that area to SE was apparent sand borrow pit * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 =GODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8130 (R.07/00) Certified SOiI Testing, LLC ~ S ~ ~ 3 ~~ ~- ~~~ /YS ~ d ~ S ~, S ~J9 ._~- ~J ~~ S a nnO li i S y ~, ~s 5 J d 00 u (`-~~~ ~ _~ riJ N d ~ 1~-- 1" S z ~ J ~ .r ~~ 9 J o0 a ~ `~ ~ s D~ ~ r `n ~~ ~ ~ ~~ sn r £/ ..~ 9 i ~ ~ _. ~ J r+' / d U 9 ~• 6~ ~_ D ~~ O `` l~ M i n I ~1 ~ , ~ ~ ° ~ ~ ~; D ~ ~' ~ ~ ~ N I ~ 'd" ~^. o' f ;' ~,~ ~ ~ ~~ ~ i ,,, ~ i .%~ n ~ . .. ~: q fl __ - - ~ i 7 ~ ~ ~ ~f ~ Y ~ ~ ~ ~ a ~ ~ ~ ~ ~~ ~ 9 ~~ /, ~U( / Q ~.. `~ J . ~. _ ; O e :. ~~ ~ ~~ ~ ~ ~J '~ ,J . y, r ~.s ~~ s ; sA a J° -~--- ~~. 7 ~ ~ ~ I ~ cr "~' ~I~ J J~ a Z ~ / ~_ . ~-; ~° ~, a i ~ j s 3 -~ ~/` ~ vh ~"- M -~ ~ - d" r~ 0 ~ / .~ - `~- ~ rn ~~- ~ ----~ -fit- ~~ .-..~. I. f -~- M -~ ~ s ~' ~ ~3 ~ ~ °~ a ~~~ j r„ _ ~ {S /~ n ~ //J''~ 9 ~ J s a --~-- S a L-7' ~s 5 d l~ ~' ~I ,,~Ip Y 4b J J~ S z ~_ ~ ~ ~ Q ~. ,rte rv N ~~ ~ ~~) ~ ~- ~/ ~ J ~ ~ v 4n ~n ~~ ~ / / .9 ~ N 1/ ~l 9 ~ -r f J ~ / a' ~/ ,~ ~ . s (( ~ ~ l`._., M ~ C ~ ~ V' M 1 a ~ u ~: ~ ~ ~ `, ~, r S ~- I ~' ~ ~ ,~ ,~ ~ J ~ ,~, ~~ / ~ ~y d ~l s 3 ~- M S ,. 4 ,p ~ Y : { ~' ~ _ J , .,~ .._.! ~ ~ .. ~. i d-( U Y ~ ~ ; ~ a ~ ~ ~. ~ ; ~ ~~ 9 ~. I J ,~ ~~ ~ ~ ^ ! t/ ~ d0J ~ ~ -J \J -~ '{ ~ d' J J r'~ ~~ ~' ~; ~ ~ ~ ~ i c.r /~ - i Lt 0 Q" V /f - M -~ 1012112005 08:28 2350867 ROGERS PLUMBING, INC PAGE 01 SEPTIC TANK MAZI`ITL~NA.NCE AGREEMENT AND ~1 OWNERSHIP C)JRTI~'IC.A.TION FORM } Buyer 1•~ ~ per' .G ~~;_~.i.iizl~ Address __.~ ~~:)~7s~7"[y Address 2 rI'D~^f ~. ~ fG ~~ ~ o ~ /~ (Yoramcation required from Planning Dcpartrncnt for new coxts[ructioA)~ ~;:Mt~'fStata Parcel Tdezatxficatiota Numbez ~?sA3:_, I3ESCRiF'X'YON s?r~~p~:ny ~,ocatior~ ~4 %., S'~ '/{, Sec. ~, T~N,kZ~W, Town o;f Gti~ u1 :, u:udiv~ision Lot # ,..;:.r.•ti~ed Su~rv~y Map # .~.-/ 2 - 9s_-gad, Volume .Page # `~~~'~-arranty Deed # ~rolumt; _ -- ,Page # ti,~~c house C7 yes ~ nfl Lott lines identifiable i~ yes ^ no ~. S•''S~~, ~:~'EN NCE o~.a~ists o~proP~ use anal maintenance of yaut septic system could result in its prcu~ature failuxc to handle wastes. Proper maimteAauec '' ~ F~pia$' out tl~ 8eptio tank Query three years or sapncr, if needed by a licensed pumper_ What you put into fiat system ~::u; affect the function of the aeptiG tanl[ as a treatment stage in the waste disposal system. Tbc Pt'upeny' owner agrtcs to subriait tv st, t~aix Zoning Department a Certiiicatzan forte signed by rho owlter and by a Yi~.stcrplurClsCr, joturneymappiumber, restrietedplumbet' or a licensed pumper verifying t#iat (I) the on-site wastewaterdisposal system is iu propCr operating Corldi.tioA and/or (2] at~er insptctio.~ and pumping (if neccssaxy), the optic tank is less ikisn 1/3 fall of sludge. J~'u, ~~ uuders%gned have mad the above requircmcnts and agroc to txtaintain tkte private sewage disposal system with the standatcis art forth, he~re[tt, as set by the Department of Commerce and the DeparAmcnt of bTatural Resources, State of Wisconsin. Certi~eatior :~itttxng tiaat your septic system has been msintaiued must be completed and returned to the St_ Croix County Zoning ©fi=ice w~itl~ i , ~ 0 -~ys of the three year exp' lion dala_ ~? E;1*IATCTitL OF APPLICAI`I'l' ~D ~ Z S O f AA.TB ~:~~wYNE~ CE~t,'~:iP'ICA.TION I (wC) certify that all statemonts on this form arc taut to the best of my (our) knowledge. l (wej am (arc) the o~vnct{s) of rut: property desc d abo , by virtue of a wart~nty decd recorded in lZegister of Deeds Office. ~U Z$ps SSGNA OF .4PPI,TCAN't' DATE '""*'~`* At~~' information that is u}is_repxcseuted rzzay result in the sanitary permit bai~g revoked by the 2onirig ]Japarlmen.t. ~*"`*~ "' 3:nclade with this application: a stamped warrtttty deed from the Register of Deeds offtCe a copy of the certified s~+cy ~p if rcfezetloe is made in the warranty deed G.u+e~'til~b~ ,~ rf ~\ U 2909P 238 STATE BAR OF WISCONSIN FORM 2- 2000 Number ~ WARRANTY DEED THIS DEED, made between Robert G. Mueller and Laura E. Mueller, husband and wife, Grantor, and Richard E. Koenig and 3ennifer R. Koenig, husband and wife, as Survivorship Marital Property, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Lot 2 of Certified Survey Map Volume 19, Page 4978 as Doc. No. 794706, being a part of the SE '/. of SE '/. ,Sec. 13, T29 N, R16 W, St. Croix County, Wisconsin (Recording Area l30~3430 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CRGIK CO. , MI RECEIVED FOR RECORD 10/14/2D85 12:58PM MARRAIi'1'Y DEED EXEMPT # REC FEE: il.taA TRAMS FEfi : 21 A. 8A COPY FEE: CC FEE: PAGFS: 1 Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Name Return Address: Edina salty Title, Inc. A ' S7`A~ 400, . 2'd St. -Suite 115 y~ /j ~(~ Hta'dson, WI 54016 `~~ ~~~~~ 478811 ~2~d ~~'~" ~11~7_ Gas- ~O Parcel Identification Number (P~ This is not homestead property. Dated this 12th day of October, 2005. / ~~ * Robert G. Mueller AUTHENTICATION Signature(s) authenticated this 12th day of _~~.rAy~E M. BARRON TITLE: MEMBER ~„~~~G (If not, ~' authorized by § 706.06, Wis. Stats.) ~~~~ -1 ~~ * Laura E. Mueller ACKNOWLEDGMENT STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. Personally came before me this 2005 the above named Robert G. Mueller and Laura E. Mueller, husband and wife to the known to be the person(s) who executed the foregoing instrttp~nt and acknowledged the same. *Dlane M. Barron - ~'"` " THIS INSTRUMENT WAS DRAFTED BY Peterson, Fram & Bergman -Steven H. Bruns 50 East Fifth Street, St. Paul, MN 55101 (Signatures maybe authenticated or aclmowledged. Both are not necessary.) Names of persons signing in any capacity must be typed or printed below their signature Notary Public, State of Wisconsin My commission is permanent. (If not, state expiration date: 11/19/2006 WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000 JCT. ;1. 205 7:56P,M EDINa REALTY' TITLE HUDSON • ~ - (CRM NO. 985-A o.r.•ef' Stock No. ~Zg3 N0. 1614 P. 9 7'~4T~f"a v_ut, xs p~~~ 497s CERfiIFIE~~~~D SURVEY MAP NO. ~ vz: x ~~~+U11-iE 1.9 pA~`r~i' _ 4 78 CEitl'~FIED 5i1RYEX 1[+*P ' ---g .RFaC iF6sr 13. Asi THE SOUT~-IEAST flUARTER 01= THE SOUTHEAST QUA z ~~ OE S~ZTtON 13, 7QWNSHIEs 29 NORTH, RANGE i6 WEST, T01+VN OF 8A1_WIN; ST.CROtX COUNTY,WtSCONSIN tiWNER/AR£PAIt£D f:pt~: Robert Mueller East 1!b 610 flak Street Section !3-i?9-ib Baldwin, WI 54002 'urtt~ra+'rreo LANDS Fd Survey Nark NaR en ~~~ i ~;~ '`~'~' ~ `~• ~~' / :3, exisibrg renceirne ~ <<;, S87'38'2'3"E ~ ri • ~ hiE corner -~%-' J Si `. SE ~ ~~ 133L6T t 129A6t' ' { ~ " ` 33.06, i PREPAR£R BY: , ~~.~-- existing fencei>ne t J9 Surveying llC ~ ~ !-•7s• ,~' ~ centerline `766 Rusric Road 3 w LOT 1 , _ 1~s~ Glenwood City, W! "~ ~ ~ , •~ 882,330 sq.ft. 858,726 sq_ ft. \ ` ~ £ ~ 1t95.5 20.26 acres ` ~`. ~z ~ `• 99.77 acres i soil tests inc{. r-O-W ~ not incl. r-o-or •,. ~ ~ ` .; ` N LDD for = ~U .~~ i :,~ ~y Lot I 1198' ;x c, ,;i i. ~~ y.~ 1 c ~ i ' SB7'2B'23'E 303.37' io' ~ ~ ~~' R {$~ ~ o :~ 0 1 i"' tb l~ exlStrn • ~ 5oi! testsl~- ~ S" _ ;, 1 i '~'m, !~ 1 l~v !~ fenceim~ , v ~ 3$g pg 00'!r _; ~ 1~ }~ 1039.03" ~ ax4t'nu drrerro 1~ } ~ .. 1oR8.$g' ~ 1 w 1 1 ~ ~ •w v a!d sn>b LDT ~ '; .33.77 4 i~ ~ a, renavat wren \ ~ ~ ~ aox slope 882,33fl sq.ft. 828,717 sq. ft. \ i ~ `"- 20.26 acres 99.02 acres ' ~ y ~ intl. r-o-w not ertct. 1•-o-w i S~s'I pond is ~ i ~ Wan-Wade LBO for lot ?. = l198 ~ ~~~m~1 S1J corner } ~ !, ! y SEJSE .. .. i]l;i:{j~rQ 1;Cf'vQ::k "-:C !x • 23.91' 1 1334.10' ~ N87't ~ ~ ~ ~ t 3.48 608.56_ `~ t tC~ ® ~ Hg7"19'35•w 4' "-- "~~' --o-- -.L. H$8~7_29'Yy 894.87' --d l.. South 1l4 `- "' / - nth Ave '-' - Q; .._. Section 13-29-Ib centerline N$7'19',JS"ty __._. "' ""` "- ----- -- --.. ~ ~ p.O;B. Foumi AlunL4urt Cap 1334.10' gEi'pf~iNARK fE2 UN~PiLA17Eti0 i.Arlns Hon ~ = 12of.~' Sauthenst corner Sectton 13-2~7-16 Note: A specie! except;on use permit is r8~uired For the disturbance of Slopes Four-d ~ Cop 20Y. or greater not identified on the approved plat or CSM. Tt+is permit is applied for through the zoning office and is reviewed through a puhlic hearing process by the Sh. Croix County Board at Adjustment. Note: Each parcel on this map is subject to State and County laws, rules and regulations li.e. wetlands, minimum lac size, access to panel, et c.l. Before purchasing or developing any parcel, contact the St. Croix County Zoning Utfice for advice. p~~- SCALE: i" ; 250' r .>r>q,w, ~ ,oS o4awatee+o ae,., ea- o' z5o• soo' ~ •» North is referenced to the ~:~ South Tine of the Southeast LEGEND 'V Quarter of Section t3-29-16, ~_,,...,.Government Corner (as noteti3 which bears N87.1985"W ~~~ [St. Croix County Cirid System) o•..•••.-••Set 3/4" iron caber w8ighing PagB 9 of 2 1.502 ibs.ltineal ft. Vol 19 Page b978 ~} 7 POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION Owner ~ Permit # DESIGN PARAMETERS Number of Bedrooms 100gpd/bedroom ^ NA Number of Commercial Units ~ NA Estimated flow (average)* o ~ gaUday Design flow. (peak), estimated x 1.5* vgal/day Soil Application Rate gaUday Influent/Effluent Quality (NA^) Monthly Average** Fats. Oil & Grease (FOG) < 30 mg/L Biochemical Oxygen Demand (BODs) ~ 220 mg/L Total Suspended Solids (TSS) 5 250 mg/L Pretreated Effluent Quality ^ Monthly Average*** Biochemical Oxygen Demand (BODs) 5 30 mg/L ~ Total Suspended Solids (TSS) 5 30 mg/L Fecal Colifonn (geometric mean) <10+cfu/100m1 Maximum Effluent Particle Size 1/8 inch diameter * Wastewater Flow Verification on and calculations: (Other than bedroom based) * * Values typical for domestic (non-commercial wastewater and septic tank effluent. * * * Values typical for pretreated wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity d~v gal ^ NA Septic Tank Manufacturer w,,z 3 .u- ^ NA Effluent Filter Manufacturer /G ^ NA Effluent Filter Model _ ~~~ ^ NA Pump Tank Capacity o g ^ NA Pump Tank Manufacturer ~ ~g{A- ^ NA Pump Manufacturer ae/~,~ ^ NA Pump Model ~ ^ NA Pretreatment Unit ^ NA ^ SandlGravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: Dispersal Cell(s) p In-ground (gravity) ^ In-ground (pressurized) ^ At-grade C~Mound ^ Drip-line ^ Other: ^ Leaching Chamber Manufacturer Model Approval Stipulation Soil Application Rate_,gpd/ft Area Req. Absorption Area Credit per unit ft Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= min Materials: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. DESIGN CRITERIA ^ "Wisconsin At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.at.1990) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ^ ."Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". R.J. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 ^ SBD -10570-P (8.6/99) "At-Grade Component Manual Using Pressure Distribution" ^SBD -10567 P (8.6/99) "In Ground Absorption Component Manual" ^SBD -10705-P (N.O1101) "In Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6199) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBD -10572 P (8.6/99) "Mound Component Manual" ^ SBD - 10691 P (N.O1/O1) "Mound Component Manual" Version 2.0 ^ SBD - 10595-P (8.6/99) "Single Pass Saud Filter Component Manual" ^ SBD - 10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^ SBD - 10573 P (R 6/99) "Pressure Distribution Component Manual" ^ SBD - 10706-P (N.O1/01) "Pressure Distribution Component Manual" Version 2.0 ^ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE MONITORING SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months ear(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) At least once every ^ months ar(s) (Maximum 3 yrs.) Clean effluent filter At least once every ^ months ear(s) Inspect pump, pump controls & alarm At least once every Q months ,year(s) ^ NA Flush laterals and pressure test At least once every ^ months year(s) ^ NA ~ Valves At least once every ^ months ^ year{s) A Other: At least once every ^ months ' I3 year(s) ~cNA Page of ,found, At-Grade, In-Ground Pressure V The itspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any dischazge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) yeazs. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed ar their covers removed and the void- space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ^ A suitable replacement area has been evaluated and maybe utilized for the location of a replacement soil absorption system. The replacement azea should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement azea. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ^ The site has not been evaluated to identify a suitable replacement azea. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. ~/ Mound and at-grade soil absorption systems maybe reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS AINER Phone ~ ~5 /~ nv Name ~ ~ s- /i 3~ Phone SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name Agency t ~ ? ~ Phone Phone ~ ~'G y~ ~v , K:\WPDATA\EH\POWTS OWNER'S MANUAL.doc Page of START UP For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions aze frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other cleaz water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fiuit peels and seeds, bones, and food solids such as those produced by a gazbage disposal should be minunized. Toilet tissue is the only paper that should be dischazged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ^ Valves Valves shall be operated in the following manner: ~ctarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the- following licenses ar certifications:.Master. Plumber,-Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). (f~Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealedand/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum Ln any tank exceeds one-third (1/3) or more of the tank volume, the entvre contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. ~iffip Chamber/Treatment Tanks Component The .inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. p In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or dischazge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of i REAR ELEVATION l~ II/ (W`` \J U = m 0 W 6 S x o a •n Q rRONT ELEVATION __ 1 _ zB_o- - ~g,B B~ I - -- ---------------- --------------- . I I ; I -.b------------- b~ 0 - --- --------- ---------------- ---------- j , ~ ~ ; ----- i I I~~~~ ~ -- ----- -- ------- ----- } -- -------------. 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I I L I ______ I , I I ~ O ; 1 ~ z yak ~ $ I II ~ i ~ ~ ~ v - ---- . l , i i a ~- I ya j \ . 1 ._ ________________ ___ _• : pl _ __ ___ I 1 ~ ~____ u ____________ . ~. ___ ~ ;. ~ ~~ I ~ I ~ 1 I I ___________ _ _________ ___ ~b N : I - a'-3' '-3 b 3 ; -45/B' 3'-23i B' 3'-0' ~ ______ ~ ~~ i I 1 __._~ ~ I• i - ''-O' , I''-O' I ~ ~ I I 1 I I 1 { z 3/n• R- I " I/ wBT GL1 ______ - _~ Iy ~._~_ i I ~ 1 I j III 1 ________ 1 Y ~ '--~gy ; 1, I ` ' 1 ' ~ I II § u ~ ~~ ~ I i i - '? ~ ------ - ~ YS ' _ ~ I ~ ~ i ~I I i o i L_____ }~ d -r~-.- .-~-.-~+-~~ I I i I I i. ~ , I I i 1 ( i I i i ~. I ~- I ._____ --+ I 1 I l 1 1 1 1 I ` I I I I 1 1 1 1 I 1 1 I I I 1I I 1\ ~ i I 1 I ___- . .I_L1 j ` I1y _~_ ~_ _ 1 j I I b'-P - .__J~~: I. ~ IR'-P i , ~ I ~_ I~ II I I ~ I _ ~\ i ~ I I i i ~ I ~ I I I i / ~ ~ ~ 1 I ; I I I ~ , ~ , 'I 1 ---------- ~ ----- ------------ --- v ~. --- ------8 0, ----- ~- ~ I ~ i Q Z Q _1 TZ V r D z .~,~ ~E< <,~~A. ~a-~< <.o.. ~~ ~"°"~..~ /~, ~,x,., - bE4~ _ - ---- - - _ ~ ~i ~~ ~ ~i T r rn~;~ C1 T '; A O II -1 ~ I~ ~ rn ~I ~~ j ~~`~ ~ III ii ~~'=- ~ ~'~~i'J L: i ~ T i i i .., .. ,., ROOF wN-nJUOUS sHINC-LE vENT F'_OOF TRUSS LOAr~I~JC~ SI)~/II~IAk_Y EN6INEEREp TRUSSES...<<" O L. LOAD~J!' LIJF~- TOP LHD 4D PSF "1 O FSF ENERGY HEEL o RGOF SHEATING VIITH LLIPS \ BTI~I LHD O'.O FSF 10 C- FSV ~ I/~' (IS/IL"] RATED OBF O 5/B' (19 •?2') RATED OSB TOi AL SO PSF IT.O FSF o FELT UNDERLP.YME NT sELFSeaLUJe~S ~ FLOOR LOADIJ6 ~~UI~^if1AF'Y TAB sIaNJSLes '~ WEBS PER. \ 6 LIME LOAD 50.0 RSK Tt2U5S DESIC~PJ DEADLDAD IooPSr- ~` \ OVERHANG 3 1~ GEILINC~ o INSULATION O R-3C 11JSVLATIOIJ W/ AIR 6AFFLE c VAPOR BARRIER TO rvHRM SIDE 5/E." 6,YF5 UM E~'ARD INTERRIOR FINI.-.H I'ITL R'/R /~ALI-J n :i ST UD5...16'O.L. r, 1 6rF5UM FDFRD EnGH SIDE FLOOR (STURD-I-FLOOR) 1/~' I-JOIST S_..IG' O.G. ~ ~i .+SUiA~!OII 1.1 Rln RJ~IST ENDS AND SIDES NLOOR SHEATHING (GLUE NAILED) 0 F- ~1>S/S~') TEC RATED 056 O i/~"(i3/i3") T!6 RATED PLYWOOD FO BF 'I DE TAIL. 5~ SEE 5 EE. A2-I I/-1' _~ Pc> T AhJD StAl~i BA CMEIIT 6EAM r ~ D BE:.M EEL. BEAM ` TEFL FCST 6ASEr~C-NT g7AIRS • IS Rte>ER--~- w i 1; 8" FOUIJCATION WALLS AI~JI? G%ETA!L5 REFER T. SHEET A' I FOR FOUNDATIOlI DETAILS ANfi SPELIF IGATIONB. • ~ GROSS SECTION _ ~ALe~ 3/B° r-o° .~INUM SOFFIT [ FSLIC. (SHCWH) o ODE ROOF EWE o ~xb SUB FASLIA 0 SL-6 ALUM FASLIS 5r5-~ VENTED v 50FF-IT RAIJEL n 5-1-IOUI DING - S1VDS SEALED IL-" O.C ~ ~xb c o SHEATHING -/I6' RATED sH EATH NaG I/~" RATED SHEATHNJC- I!ISULATED SNEAT Uln1G t-~' ." uJSOLt.T ED sHEATHN+v- F-~. 0 1Y'FAR- HOU-`REWRAP lI1LATIGN "- INSULATION ;W/:~.6 sJ ~~DS) O R-13 INSULATION (W/!x^ STUDS) - FOL'I 'J APOk GARBLER TO ItiARII SIDE < SIDINi- ORIZONTAL LOMFOSIi ION SIDI N~~ JTAL V JYL -SIDINC- o HORIZONTAL BEVEL LEDAF_ 5!A" ROUGH SAWN LAVAN OVER SHEET NIi16 o E/e" Rouses SAWN Lnu.,u nlfte~T is snlDs o I/2- GYPSUM BOARD INTERIOR =ENFRAL IvOTI_S 6:)F IT ENTS AIJD R DCL vE P'OVIDE A N. VL NT ILAT ~F / C OF THE HJF O fL PRLJEL O O! C RG~.F AREf---. ' P.TT ( AUE SS P ~ DL5 EY ~i Ai C.~OPENII( S T-LOOR TO SILL Hf_16HT vF 6EI:RC01-I WIIJ[;OY1S ~G 6E 4a Mn... 4 OUNGn.T IOii INSULATICN PEE- LOLAL cCDE REOL~Ik'EI-IEIUT S. `- BUILDER TO INSTALL STAIR RAIL IIJG TO THE BASEMENT STAIRS RER LOLAL LODE RERUIREI'IE NTS. ~.I I~ I\% i~_- . Y