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008-1067-95-125
in Department of Commerce PRIVATE SEWAGE SYSTEM 1~x8uilding Division INSPECTION REPORT ~'LAL i~JFORMATION (ATTACH TO PERMIT) information'you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'olders Name: City Village X Township rick, Adol h & Frame, Marie & Frame Mik Eau Galle, Town of Etev: Insp. BM EI v: ~ BM Description: ~-, ~ M C,5"(' ELEVATION DATA IN FORMATION • MANUFACTURER CAPACITY ~,,~ ~ ~sA.-- 5 ~ ~, i Olb Caw.~oo ~` I S ETBACK IN FORMAT ION TO P1L WELL BLDG. Vent to Air Intake ROAD 17 1 ~ ~~ ' ~~ ~ ~~ ~ _ ~`1' ` ~5 1~~ j~~. ~. n ber Friction Loss System Head . ilp 3 . Co I Length i Dia. :~ Dist. to w Z(ap Z R[1RPTICIN SYSTEM ~ ~ Z Demand GPM ~~~ . . Z. county: St. Croix Sanitary Permit No: 499101 0 State Plan ID No: Parcel Tax No; 008-1067-95-125 Section/Town/Range/Map No: 23.28.16.351 A20 STATION BS 3• `7(o HI fo3• FS ELEV. i~v Benchmark ~ , l o ~f S Alt. BM ;~ 25 ~d ~~ 7 y Bldg. Sewer SUHt Inlet ~,I(Q q5, ~n St/Ht Outlet Dt Inlet ` -~ Dt Bottom~~ c 12-`1'~' ~~~'-`!~9 ~ ~.7 ~ 42 - ~~ Header/Man. 17~ ~o~. z~ Dist. Pipe Q 3 /cy . ~ c, Bot. System a ,, ~ ~~ ~ 4 7 Final Grade -~ • "ZZ /G~j • Z l StCvr ` `~ ~ ~:~. ~ Z 5 ~~ / ~ 7`~' arv~-t~v rr' 3 .Z~ it1~ . 5 NCH Width / Length r No. Of Trenc s PIT DIMENSIONS No. Of Pits Inside Dia. i Liquid Depth IONS c.~ ~ ~,~ ~„ '~.._. ''~'~`. _ '~. CK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ~ CHAMBER OR TION Type Of Sy em: ~ ~ ~:~ / / 5~ / ~ ~ NIA- UNIT Model Number: ~. i ov ^RI1Ti(1N SYSTEM f.'tiA~ ~i{~2.c1 nifotd ~I Distribution -,Z ~ Pipe(s) ss ~ ~~ ' x Hole Size /1 '~,Il x Hole Spacing, Vent to Air Intake d--•'\ ~ Q.~ Dia z - Length Dia Spacing~ t, ~ _ .1.^. a ~C1VFR v Oroccurc Rvc-nme f)nly YY MAUnd Or At-Grade Systems OnIY ~" Center ] ~ ~ L.~ Depth Over - Bed/Trench Edges ~ xx Depth of Topsoil 1 ~-. xx Seeded/Sodded Yes No xx Mulched ~s No s7 NTS: (Include code discrepencies, persons present, etc.) Inspection #1:_ ~ ! 3~! u1 (G Inspection #2: / / 2571 25th Avenue Unknown SW 1/4 SE 114 23 T28N R16W) NA Lot en~~~' ~~"~ Parcel No: 23.28.16.351A20 Description = ~`' t'~-•-' e'~ ~ ~S ~' wer length = Z 5 ' Lc c.~z.:5 G t ~, nt of cover = 3 i n Required? 1 ,j Yes No '! '~ I ~U C~ir ~ --- -- _ _ 10~~ ide for additional information. L_ ~{ Date Cen. No. Mike Frame Construction Addendum Mound construction must take place under relatively "dry" soil conditions as specified by the mound component manual and follow removal of as much vegetation as possible over the entire area of the mound footprint. Prior to chisel plowing, and following vegetative removal, three inches of ASTM-C33 mound sand shall be placed over the sand basal area; this sand will be chisel plowed into the sand basal infiltrative surface. Chisel plow depth shall be a minimum of twelve inches. Note that the three inches of sand will not be placed over the down-slope 3.8 feet of interface with the dirt cap. Following chisel plowing the required two and on half feet of ASTM-C33 mound sand may be placed and mound construction may proceed as usual. The upslope toe of the mound structure will be shaped with additional fill dirt such that a final, settled slope of 2-3 percent is established from the mound center to the north and to the south around the mound structure. This is to ensure than near surface precipitation is diverted around the ends of the structure and not trapped in a dam effect. Page 8a of 8 commerce.wi.gov ^ iscons~n Department of Commerce SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, WI 54729 unenn~ rnmmcrnc w~ nrndch RE Date of Inspection: May 2, 2006 Project Name: Koderick Use: Residential Legal Description: SW, SE, 23, 28, 16W Site Number: 712598 Subdivision: Municipality: Town of Eau Galle County: St. Croix Plan Transaction Number: 1268461 Sanitary Permit Number: NA Wastewater Plow: 450 gpd Persons Present: M. Iverson Plumber Name and Address: ~ MAY 1 9 2006 ST. CROIX COUPJTY Certified Soil Tester Name and Address: Mark Iverson, CST 46672 PO Box 155 Hammond, WI 54015 Owner Name and Address: Adolph Koderick N7420 Cty Rd 0 River Falls, WI 54022 An onsite soils verification was conducted at the. above referenced site as per district policy for all sites with less thari four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. The soil profiles verified at the site were representative of those reported by the certified soil tester. !f a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. The additional basal area will .partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. to addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. Ifthere are any o,uestions regarding this report, please contact me. Leroy G. ansky, astew er Specialist cc: ©County ^ Plumber Ljansky@comm ce.stat i.us E-mail ~ CST ^ Owner 715/726-2544 Voice 715/726-2549 Fax ^ Other J2006 d&:42 FAX 715 2~3 0398 Certified Soil Testins Safely pnd 13u41tfings D1v15lpt1 ~"ty - 20l W, 1tVash4ngtan Av~e.,1'.p. Box 7162 St. Croix ~~~~~~~~ MadiSOtl, Wl 53707 -71b2 (508}266-3151 Sanitary Permit I3umber {to be 5) ~n by CoJ De artment of Commerce State Plan l.n. Number ~r ~ + a ~~+~'~~ ~~j]j~d` ~ ~E`r'IYII~ ,~.~}~~CR~IUII ' Tran ~ 9294959 de In aocard with Cotrnt H3.Zt, Wis. Adrn- Cade, personal ittfomtaAOn you. Project Rddress {if different than mailing address) tray bo used f~ secondary putyoata Privacy Law, s15. 25th Rve ' ' ppllcatlon ffiformatian -- Pt ren Iaformati G` G . t, ~ Y1 I Ownet's Nine ~!~/~~0 k ~ e l/~ 3 i h K l # Hlack # OQS-9467-95-'425 tx er c Ado p G , d p \X Go S ~~ ~Z C~ ~ 7420 CTMG- Q tV s~ . GR~ ~ Sb1 SE Y~, YS Secti . State ~P C Phone Number River FaI15, YJ1: 5k(i22 795-425-5d99 28 1Rr w )(~/ ~ ~ /~ j T ,.~, N; l ) t a ll th h k y ~„ ~~ pp ec a a of Building (c C Su'adivisibn Name or a Family Dwelling - Idumhcr of Hedrounts 3 ' / Q~ x"" U ` se Public/ConunerCial - Dtsscrt3e ~1 _ , wnship Eau Galle ~Yills o of i~City ~~ ~~ - ~ ~~ r R .Type of Pet~ttit; (pbetk only one box 4a 11tte A• COtnpltte 11Re ~ ii applicable) ew System ^ Reltlacatrrrnt System ^ TreattttertitHolding Tank ReplttcerttetttOe~y ^ ' Modification tb EXisting 5ysxm Perrrtit Rtncwal ^ Permit R.evisian Q Change of ^ Permit Transfer W New ~~ Previous Permit Number and Date Issued !f Seftue TsxFiratiasr Plumber Utvtter ~~O of POWi;'S S stem: t:heck all tLat a 1 ~ y '. Non -Pressurized It--Ground ~ ~+taune! ? 24 in. of suitable soil Matted < 24 itt. of suitable soil ^ At~C3rade ^ Single POSS 3astd Filvet ~ instructed Wetland ^ Ft~essuttized tn-GTaund ~ }3astdiag Tarok ^ Peat Filter ^ AaFabic Treatmcat Unit ^ Rxitaulrlting Sand Fi{ter 0 ]~ ti xirculating Syrtthetit; Media Ftltcr ^ Leaching ^ Drip Line Q Ciravct- 6 Pi c ^ Qther (explain) /,r Q~ D ' ~"' . Dis erSSItI't'esttmeut Area Cnformation: • sign Flaw (gpd) .Design :i Application lht ds w~~~ S red s~ Dispersal Aria Dispersal Area Proposed {sfl 5 stem E}cvatian . /0. ~7 (-ofi 450 ~ 2250 ~~ 26x7 ~5~~ 9U3.5 % l~rl I. TRl~nfp Capacity in Total Number Manufatturet Pi,ef3b 54 5 Ct Piber P~ 'C / Gallons Geilaru aPlJnits Cantrete Constructed Glass ( New Existiat; Tanks Tantcs ptic or Hotdi*gt 7aak pubic ~,rmenttTnit w ~~/ / ~sinR ~ n tl u u '1<T. Respoaslbtilry S#atetnettfi- L the uade*sigoed, assnmo rsstpo bltlty tt- tnstattatton of the 1~OWi'S shown on the attached ph.as. Number's Name (Flint) Plunt~'s Signature tMPR$ $usine95 Phone Numbs' Jim Ht,trlhurt ~,(~ 4tP 222997 ?95-283-4859 {umber's Adclress treet, City, State. t Coat N 260 d, Eau C~tII I 54737 "1~1, tin [ 1Jse Qnl PPn'~ Q Disapproved Sanitary Permit Foc (' eludes Groundwoter Da Jas - S~ Feo) - o 8 wing A t S' o tamps) v t ~ ~ 6 y 0 •.~ ~ [] owner Cliven Reason fvr lpeaial ~ ~i:, Coadltipas of ApprovaURensons for Di~approvttl ~ ` lr ~' • ~ ~~~ ~y~ ,~,a SYSTEM OWNER: 3 (//~.Glit/udK~4~ ~ L,r/t ~~~7""G~ 1 Septic tank, effluent filter and ~'T ~""~ `,rzL~w2a Q/~- l~rl dispersal cell must all be serviced /maintained ~ „~~ ~ dy(,~~ p asp r mina n rovided b lumber p~ 2. All setback requirements must be maintaine 0 as per applicable code/ordinances. fer the rystRm oa paper sot leit than 81/t x y1~D-6398 (R. dl/03) `/ L, Y I ~V _ i i" .. I j ~ -oS ~ 9pp~ ~ ~.L.~~ yST' y wo, ~ ~ '- 9 t~. -5~-23-7,8-ibw ~-~ ~. ` a K G-w ~le.._ ~__ 40 ft. .~ ft. wF~, 4u S a-v "~ ~ k 1.1 ~~ (~-ac (~ T~ C,cL.L ~ "^/ (~~ `ap`t 4r+r a\ S S\ 0 via. a.~\L . ~ 1c. ~ ~ n ~sw~ ~~on~ ~ ~,~~ - ~ ~~~~~ ^. ,~ ~~--- ~. i ~ 3 ` 51' i E" ?2~~ ~~~W ~~~ W!` ~ nv ~ 0-x-0 - b5 fl , _--,-t- _ _-~- . -- za3~ .Z., ~~,~ ~-e, - r commerce.wi.gov ^ ^ ~sconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 7DD #: (608} 264-8777 www.comme rce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary July 24, 2006 CUST ID No. 222997 JAMES M HURLBURT EAU GALLE PLUMBING N 260 COUNTY HWY D EAU GALLE WI 54737 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/24/2008 SITE: Mike Frame 2571 ZSTH Ave Town of Eau Galle, St Croix County SWl/4, SE1/4, 523, T28N, R16W ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1294951 Site ID No. 715841 Please refer to both identification numbers, above, in all cones ondence with' the a encv. FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1087741 Maintenance required; 450 GPD Flow rate; 9 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P tN.01/01), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • This plan has an approved Interpretive Determination (Transaction I.D. #1268461) associated with this design. All of the conditions of that approval shall be upheld for the construction of this system. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. C03'tl~lt) Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and ~~~~~ dispersal are prohibited. . DE RTMENT~ • The existing POWTS must be properly abandoned per Comm 83.33 Wisc.Adm. Code. N o ~ .-~~L~ • A Sanitary Permit must be obtained from the county where this project is located in accordance with the SEE CORRE~ requirements of Sec. 145.135 and 14519, Wis. Stats. JAMES M HURLBURT Page 2 7/24/2006 • 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 • Comm 83 22(7) A copy of the a~provedQlans specifications and this letter shall be on-site durina.construction and open to inspection by authorized representatives of the Department which mawinclude 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 coda 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 POWT5. Sincerely, ~~~~ ~ S~~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday charlie.bratz@wisconsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Mike Frame -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/O1) ~~CEIVE~ JUL 1 5 2006 Location: SW /4 SE /4 Sec. 23 T 28 N R 16 W Town: Eau Galle County: St. Croix Date: July 19, 2006 Owner`. Mike Frame Address: 596 270`" St. Woodville, WI 54028 Plumber: Jim Hurlburt Signature: License: AMP 222997 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 }nrxlly 8a : construction addendum page 1 of 8 ~ C0~ ns~I?ct; _ DING ~ONQENCt= Design Criteria ~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gaUbedroom/day x 1.5 ~~~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length 2 °~ ~ Manifold/header length ~'~ Drain-back ~-~~ ~ Lateral length ~ @ ~S ~ S Lateral elevation ` ~ 3 ~ ~ Lateral hole size ~~ Ib in. @ ~ ~ ~ o ~ ~ holes/lateral ~ ~' Lateral volume ` o ~ ~ 2 Total lateral discharge rate 2 S, o ~ Network pressure compensation losses o'~S~ Elevation difference ~ 2 ~ ~ Friction loss ~ ' ~~ Total dynamic head ~ `~ ~ ~Z Pump/si~bn Z `~ gpm @ 2- o Manufacturer ~ o ~ ~ ~ Q-^~ Dose volume ~ `~ 2 ~ ~ Lift/si~on tank ~ ~ ~ ~ ~ ~~ - ~ S'o C-o ~o Septic tank `' `` `` Effluent filter ~ a ~ - ~ ~-o Measurement pump on and off b ~ o Height alarm from tank bottom ~~-~ o Reserve capacity ~ S~- specs.calcs.res Design Ca / ©, ~ ~. ~ ct 7 Z~ Iculations gallons/sq. ft. per day in. in. v-. µ X ft. of ~ in. ft. of "" in. gallons ft, of 1 Z in. ft. @ bottom of lateral in. ( ~ • ° ft.) Spacing holes total gallons gallons/minute @ z ~ S ft. head ft. ft. ft. @ 2 S gallons/minute ft. ft. of head Model # i ~ ~ .gallons ~ S~ gallons ~ ~'° gallons in. in. gallons Page Z of ;c . s , X04 5..~.~-_~, . ~ _ . „ ., 1 /~ ~ OG.k ~Y ~ / ` 0. M! S~~ ~~' O'~\Ow Zuq i C~~ qO, t~1 ~' ~ ovt \ w.~~.r~ c vw 4 ' M.tZ~ ~a.a .\ ! . . l 0 3, S ~ ~, a ~ . ~ b,~ ~ , • l 0 3 , ca ~ ! Rtir•ti ` ~ o,p.~ 1 ` ~a~ \ b~ i~`oco:1 1a,.~ ~ Q~w ~ ~` ~-o , S ~ ~ ~ 2~ ~.r. 0. x~ C~ ~ ' ' C o 34.E ~ w ~ ~ w -+ °~ ~ ~ w C ~~12~ , c•~.~,e.~..~a~e,~ t ~~~~, ~ ~ ,,~~~ . ... ~~ / . ~. o~-.~ ,. ~~ ~.~ o , t~ . .. ;. ~ ~ ~~z ~~ ,..,.:,. l_~~, ~ g ... .. ~`~~C/'~\ ___.._._ o~ 14,9' ~ I~~,c~' 14,5' E- ~4~,g'. In '. ~VL e.~-V~~ oyjiQa.vt~oy ~....a.\`i ~-O WO~o••. o~. ~ro~,~ ~ +L~. ' t .r~. n~,. ~ L ~1- ot,. ~..:.,.~ ~.a ,~ i ~ v o w. n.~.~l,~ c S Y u ~..1~ b .~ I' ~ r M r 1/j ~/ n^'~'pf g~~.~~~~ ~ 1. ~~av ~ ~ e.'Y ~.: \ ~wS~~. ~... o~~l U g~ • 2~~ 11 U t ~ QuC sa31 40 ~o~.lL t, wn n: ,1 1 ~ I Z` ~ V C 1 ~ Qt7 `C` s..~.b~ t w ~v ~ w~ O~. o~ ~~I z P~ ~ c ~~ 4v -~ ~` / 3 , ~ ~ I I 3 , o' I t,~'' t s' I ~, o, I 3. o' I 3. ~' ~~ I .~ SS~S S"S'~S I~~,o' 3 ., ~ l ~ b K o 1 a+t o ti \ ~. `t QJ~. ~ ~C~, X001 , Ow. \ ~ »o.. til, ~ ~j , O ~' ( 3 , O ~ ~ 4, aw. O^- .. s v w.~G~w~ ~~ s .G ~ -7 1~ ~ a' o X4'3' _~ 1q,S""~ wt4 ~_~ \ ' ,_ ' ~` ~K V -~i~~ .I ,..4„ ~-m. r-~~ 11 L'k~~- 1SL~~~L LO.CKI-JG~GOV6R ~---~ wil~N rNC .c ABED . QWCK D~~COVVtCf-~'~ 3' •zgxD 3 aow~p 24`' Z.n~ Mquy01ES tiLi T tiLa a \ ~ b .mss `---~_. c 0 Q > 4~ gAF'FLE; Y~ \ T E+~ : h O w't 1. a. T I~' ~~ ~ 4" a o _ YENT , • J ~ Z' _~ ` - - - ~. ~~wc..v ~ 2l, ~'' Nl,:,r ~ ~4'~ ~c ;~ :~~, ~ 40 j 1Al ~ 3, oKTo 2' I~ Kn~ ~TwRtsO . ON " I ~ CsRo+,Kq b~o" ~$~ ` ccF PwlP 4" ~ _ Co~F-r~ ~} bcoCK , ~ti, t _ SPECIFI'GATIO-JS ~ ~ ~~~ e~ M/-UUFACTURCR: O IJUMDER OF OOS[S: per day TA1JK SIZC: ~o'V"~-.bSo GAl.~OUS • .DOSt VOLUME _ r11WUiACTUiICR: i `~ ~7~ `~-~'~~ 1[uCLU01-JG OACKfI.oW~ l ~ ~' ~ gallons MOOCL 4UN{lfR: ~ 1 ° 1 ~"'~ ``~ CAPACITIES A =21,p IUCHCS OK ~~ ~" gallons JwITCM TyPC; ~'v`" "~~O 3_L~ . Z" ~l 8~ IUCMCS oa gallons ~ MAIJUFACTURCR: O.e' _ Z,O g C • ~'~~ ~IucKis OH l0 allons MODEL AJUM~CR: `S D• 9 INCHES GR ~S3' gallons JWiTCN TYPE; V"~QJV..~v •., 1Jp~'E: PUMP A-JO ALARM ARC TO ec MIu1MUM DISCMAtII(if RATC~_GPM INSTALLED 0-J SEPARATC CIRCu+T'~ L DIfFCRCIJCf DfTWiCU PUMP OFF AUp DISTRI~UTIOIJ PIPE„ 12'~ FECT htuM NCTWORK SUPPLY PRCCSURE ...... . ~'~ FCCT~'O~~-5 ~ .... FLET OF FORCC MJ-IW X 1~ ~ f~ortFKICTIOU FACTOR. ._= FEET ~ ~~ TQTAI. Dy-JAMIG HCAO _.____, fEEr ~ DIMEIJ5101Jt •0/ TAIJK: LENGTH 1~,, ,~W,pYN ~~~LIgUI[i ~[P7N t~a~.~ 6 ~,,~ ~ 2 ~oa<~ i~-l.a~w WEitTµERPROOF 1 1 ,}~ N ~T 10 N Ir ~ TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 Feet Meters Gai. Liters Gal. Users Gal. liters 5 1.5 50 189 69 281 77 291 10 3.0 45 170 81 231 70 265 15 4.8 38 144 53 20t 61 231 20 B.1 ~ 110 44 187 52 197 25 7.8 .18 87 34 129 42 159 30 ~ 9.1 23 87 33 125 35 10.7 - 22 85 40. 12.2 - - 11 42 Shut-olf Head: 3011 9.1m) 38 h. (tt.8m 44 R. (13.4m) 0145088 ~NSD~~ F,~C~`t71~~' 1=0R 5EG1AL ~1PPLICATIGNS med dosing panels available. ectrical a{temators, for duplex systems, are available and /pplied with an alarm. triable level control switches are available for controlling ngle phase systems. ruble piggyback variable level float switches are available Ir variable Vevel long and short cycle controls. ~afed Qwik-f3ox available for outdoor installations. See 1420. er 130°F. (54°C.) special quotation required. 15i/152/i53 Series 1 51/1 5 211 53 MODELS Control Seleotlon el ' Volte-Ph Mode Am Sim kx Du bx 1 115 Non 8.0 1 2 or 3 51 115 1 Auto 8.0 Included 2 or 3 1 230 1 Non 32 1 2 or 3 51 230 1 Auto 3.2 Included 2 or 3 115 1 IJon 8.5 1 2 or 3 52 115 1 Aulo 8.5 Included 2 or 3 230 1 Non 4.3 1 2 or 3 52 230 1 Auto 4.3 Included 2 or 3 115 1 Non 10S 1 2 or 3 53 115 1 Auto 10.5 Included 2 or 3 230 1 Non 5.3 1 2 or 3 230 1 Auto 5.3 Included 2 or 3 Model 151 Models 152 / i53 3 27/ ~: ~I 1 I 11 a/15 i i ~' a 3/8 tst O CAUTION •iallation of controls, protection devices and wiring should be done by a qualified d electrician. All electrical and safety codes should be followed including the most National Electric Code tNEC) and the Occupational Safety and Health Act (OSHA). i I ~ i ,2 ,/e i I ~ j T ~ i r I -~ SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level rioat switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E•Pak. 3. Variable level control switch 10-0225 used as a conVol activator, specify duplex (31 or (4) float system. RESERVE POV~IERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump MAIL T0: P.O. BOX 16347 y' Louisville, ICY 40256.0347 ~ Q ~ SNIP T0: 3649 Cane Run Road Manuladurers of . . ® e t~m Louisville, KY 40211.1961 " pJ/www.zoellercom ~ PUMP CO. ~ f~) 778-2731 r 1(800) 928-PUMP ~1~?r PUMP9 S,VCE ~~~~ y Fnx(SOZ1 na-3624 ©Copyright 2003 Zoeller Co. All rights reserved. ~ e FLOW PER MINUTE ot.tsoen • System Management Management of this system is critical. As a condition of approval of these plans this system management section must be wed with the owner, and the owner must be provided with a complete set of plans including this management section. If lems develop with the adsorption system or any other system components, the installing plumber, J & R's Eau Galle Plumbing, 283-4851, 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 s into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of aminants, the better and longer the system will function. Typical system components include a septic tank or compartment to e 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 r, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type it 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. The upslope toe of the mound system must 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 The septic tank must be inspected every three years by a properly licensed person. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids plume equals one third of the tank volume. 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 to the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the ter should be made every 6 months until a minimum time sequence is determined. Periodic observation pipe inspections should be made by the owner to examine the state of the in-situ soil adsorption cell. aarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption 11. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany sir specifications. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the mp. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows serve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than e or two days should pass before any necessary repairs can be made. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. . Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system ~a. . Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or sufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring ~y become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 ). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, d/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 !_ ,~ _._ .----...__ ~ :.. Y ~ L/~ SAN/p~/ng J, 9~OZ ~ Z ~dS ®~~ 7~7~ ~sw~ ~~on~ ~~~ - V-9b 5lt _~- SL 23-~.8-1bw I ~ y ~ owN. \ 11 - ~~ `' GLK ~c..~l~_ ,.. F ~~ ~. u -- cp +-~. Aso ~'~^~ ___ zap' Z" P~sc ~ ~'~ ~ ~-o,. ~ mod: ~ ~-T .... Y~~ - i `~L --~--_ .. .. '.-T '. ~• -_^ ... ...:....... ~ _.. ~ 1 ~' _.__ . Sotto of siding at SW come of shed 104.3' 24 R. 40 ft. 80 R. - N ~~ 00,5 - ~ .~ ~~t' 11 1, 4'~ k ~~~'~ (F-ocK, S 1 0 5nA a.~SL ~ o ~i \, n a~ ~ c J 02.5 ~. O d ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Address ~~~~ ~~ r~:t ~~- ~~.~,D!!/1.~~ ~~~ ~~~ 1 Address ~"a~ 7 ~ ~S. ~L, ~1!~- L%/~~dO~~ ~~ s~4vs'!~ (Verification required from Planning & Zoning Department for new construction.) c to / /~.c'~1/,~ ~..~~ ,~'~arcel Identification Number ~-" ~O ~- 7-- j ,~`'' ~ ~- arty Location ~ '/4 , jai '/4 ,Sec. ~' 3 , T~N R~W, Town of ~,~~ ~~~Qi ivision I~ ©3 Kizi~',Yij/ ,Lot # Survey Map # Volume ,Page # Deed # ~ ~ 3 ~ 3 L/ ,Volume 2 ~ ,Page # ~/ Spec house yes no Lot lines identifiable yes no STEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper itenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into ystem can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance onsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The properly owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the er and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site ewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the lards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. ification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & ng Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the arty described above, by virtue of a warranty deed recorded in Register of Deeds Office. nber of bedrooms ~,~~~~~ SIGNATURE OF APPLICANT(S) O ~ ~~~ DATE any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** ide with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if ~ence is made in the warranty deed. V. 08/05) Parcel #: 008-1067-95-125 08/04/2006 12:00 PM PAGE 1 OF 1 *Alt. Parcel #: 23.28.16.351A-20 008 -TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 09/07/2004 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner ADOLPH G & MARIE L FRAME KODERICK MICHAEL J FRAME O - KODERICK, ADOLPH G & MARIE L FRAME C -FRAME, MICHAEL J N7420 CTY RD O RIVER FALLS WI 54022 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Gi'-a 7 / Legal Description: Acres: 41.030 Plat: N/A-NOT AVAILABLE SEC 23 T28N R16W SW SE ALSO THEW 33 FT OF N OFTHEN SE&THE 33F Block/Condo Bldg: E W ~ 3~3F._T~OF SE SE ~"~ ~~~'~~'~'~ ~ ~ J Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 23-28N-16W SW SE Notes: y~~~~ ~,r/f .// ~ .~ Parcel History: Date Doc # VollPage Type .,., I " (~I 9/07/2004 723634 ~a~ni~~g` WD . ~.~~ '~V ` N~/~~ ~ `~E 0~7-' 901/571 , ~ Svr S-' 9AAR CI IMMARV Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Description Class AGRICULTURAL G4 AGRICULTURAL FOREST G5M OTHER G7 Totals for 2006: General Property Woodland Totals for 2005: General Property Woodland Last Changed: 08/04/2005 Acres Land Improve Total State Reason 38.000 4,500 4,500 NO 1.000 300 0 300 NO 2.030 6,900 16,500 23,400 NO 41.030 11,700 16,500 28,200 0.000 0 0 41.030 11,700 16,500 28,200 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 A VE C,>~' i ate?/~ " ~~ 2~ ~' SE 7/4 J~'"~~ v ~,~ ,h ~i~,;. ti, 2 400.30 9 .02 3'1.5:97 c c c ~ r 1 ~ ~~ ~O ~~ ~ ~ ~ ~ a 4 ~ N ^~~w 3 2 597 ~" 596 595 .~ ~ NE 1 /4-SE 1 4 \\ ,,~~ ~ 59 ,yYv ~ I I 84.88 291.02. 229.36! ~- ' 'e ~~~% ~~~ 315.42 =' 5 G ~~ 598 a~ 890.12 OL 1 , 600 .~ 6 W 599 W 381.39 j -~ i3i~.54' r~a~tS ~~n'?`J ~~ ~ 352A-1o ~v`~` YJ~'~ ~~ 1v~J h~ CG~~~~ ~~~ a~u/ ~'/~/O(v a Q J Ig;o.L I acrid auogd s~PP~ a;sm~s~ [ J amux uaiao;sn~ aaro~uI [ ] £9L~b-869 (S i L) a~~H 6Z0 i -09L (S l L) ttaa BZO~bS Its `aitTnpoom ~l~H,L.I~H~d ~ Z'~I~'t~t~2IQ ~~i3 s U 2650P 559 I STATE BAR OF W ISCONS(N FORM 2 - 2000 Document Number WARRANTY DEED This Deed, made between Walter W. Fenstra and Sandra Fenstra, a!k/a Sandra D. Fenstra, husband and wife Grantor, and Adolph G. ie L. Frame-Koderick, husband and wife, a Michael J. Frame all as joint tenants not as tenan /~1T~' PL Grantee. ~ Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum: The Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 114), and the west Thirty-three (W 33') feet of the Northeast Quarter of the Southeast Quarter (NE 1/4 of SE 1/4), and the west Thirty-three (W 33') feet of the north Thirty-three (N 33') feet of the Southeast Quarter of the Southeast Quarter (SE i/4 of SE l!4). All in Section Twenty-three (23), Township Twenty-eight (28) North, Range Sixteen {I6) West, St. Croix County, Wisconsin. Exceptions to warranties: Easements and restrictions of record. Dated this day of September 773E~34 ~` KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO. , MI RfiCEIVfiD FOR RECORD 89/87/Z80~1 10:~5A11 YARRABTY DEED EXQP'f # REC FEE: 11.08 TRANS FEE: 369.80 COPY FEE: CC FEE: PAGES: i Area Name and Return Address Thomas A. McCormack PO Box 2120 Baldwin WI 54002 008-1067-SO-050,008-1067-95-050 Parcel Identification Number (PIN) This is not homestead property. (aix) (is not) 2004 lter W. Fenstra * Sandra D. Fenstra AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) _ ) ss. St. Croix County ) authenticated this day of ~ Personally came before me this / day of September 2004 the above named Walter W. Fenstra and Sandra Fenstra, a/k/a Sandra D. Fenstra TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person who a ecuted the foregoing authorized by § 706.06, Wis. Stats.) instrument and knowled the e. „hK~Rt~. TH[S INSTRUMENT WAS DRAFTED BY * -~~,fs A . ~~p~,~~ (~'r,.~~•~~~ Thomas A. McCormack Notary Public, State of WISCONSIN r':' ~' ~ Baldwin, WI 54002 My Commission is permanent. (If not, state~eicp' r,on date;, (Signatures may be authenticated or acknowledged. Both are not necessary.) : ~ ;. - • ~.: * Names of persons signing in any capacity must be typed or printed below their signature. ~ ~:~ WARRANTY DEED STATE BAR OF WISCONSIN INFO-PRO (800)655-2021 fww~. • Q ..-rm~com FORM No. 2 - 2000 ~~~ .: . commerce.wi.gov i ^ iscon~in Department of Commerc May 22, 2006 CUST ID No. 46672 MARK W IVERSON PO BOX 155 HAMMOND WI 54015 Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www. commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/22/2008 Identification Numbers Transaction ID No. 1268461 SITE: Adolph Koderick Site ID No. 712598 Town of Eau Galle, St Croix County Please refer to both identification numbers, SW 1/4, SE 1/4, 523, T28N, R16W above, in all corres ondence with the aQenc . FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1074824 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 9 inches below grade. At least 30 inches of sand lift on top of >6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 0.20 gpd/sf, and the linear loading rate 4.5 gpd/ft. 4. Chisel plowing to a depth of >9 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from. concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. The down slope toe slope shall be 4:1 rather than the norma13:1. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. RECEIVED JUN 1 3 2006 ST. CROIX COUNTY If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. MARK W IVERSON Page 2 5/22/2006 A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to regaire changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Leroy G. Jansky, P ,Waste a er Specialist Integrated Services Bureau (715)726-2544 Voice (715)726-2549 Fax Ij ansky@commerce.state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7633 INTERPRETIVE DETERMINATION REPORT Property Owner: Adolph Koderick N7420 Cty. Rd. O River Falls, WI 54022 Owner Representative: Mike Frame 596 270th Street Woodville, WI 5402$ 12~~i~. Site Location: P.C1.W.T.S. Conditionally ~ ~ E D DEPARTMENT OF COMMERCE DIV SOON OF SAf ETY AND BUILDINGS .___ SEE G RRESPO ENCE SW'/4 of the SE'/4, Sec. 23, Town 28N, Range 16W Town of Eau Galle St. Croix County Prepared by: Mark Iverson, PSS #197, CST #46672 May 1, 2006 Date Evergreen Irrigation Inc. Mark Iverson, Professional Soil Scientist P.O. Box 155 Hammond, WI 54015 Phone: 715-796-5664 Fax: 715-796-5246 e-mail: evergreenetc@baldwin-telecom.net TABLE OF CONTENTS I. Introduction .............................................................................................................1 II. Project Information ..................................................................................................1 III. Method .....................................................................................................................2 IV. Discussion of Results ...............................................................................................2 A. Local Hydrology ..........................................................................................2 B. Geomorphology ...........................................................................................2 C. Soil Disturbance and Hydraulic Modifications ............................................3 D. Landscape Position and Local Topography .................................................3 E. Soil Series and Mapping Units ....................................................................3 F. Additional Data ............................................................................................5 G. Comparative Analysis ..................................................................................6 H. Government Reports and Comments ...........................................................6 V. Conclusions and Recommendations ........................................................................6 VI. References ................................................................................................................7 TABLES Table 1 - Soil Series Characteristics Table 2 - Hydric Soil Classification FIGURES Figure 1 - USGS Topographic Map Figure 2 - Soil Map APPENDICES Appendix A - Soil Evaluation Report I. INTRODUCTION On April 14, 2006 Mark Iverson, Professional Soil Scientist #197 and Certified Soil Tester #46672, completed an interpretive onsite soils evaluation. An interpretive evaluation is required because the site does not meet the requirements to install a new private on-site waste treatment system (POWYS) through completion of a conventional onsite soils evaluation (<A+4 inches of acceptable soil must be present). The onsite evaluation was completed through the observation of the soil profiles at six backhoe test pit locations. This report has been prepared to present the results of an interpretive onsite soils evaluation. The evaluation was completed at the request of Mike Frame. The property is located'/4 mile west of Co. Rd. B and '/4 mile south of 25~' Ave and is owned by Adolph Koderick. In January 2006 test pits were dug to determine if a suitable site for installation of a POWYS could be found through conventional testing methods. The preliminary evaluation concluded that A+4 soils were not present within the tested areas. However, potential sites were identified to complete an interpretive assessment of the soil characteristics. No data from the preliminary assessment has been included. II. PROJECT INFORMATION The following is site-specific background information, which has been collected: Property Owner: Adolph Koderick N7420 Cty. Rd. O River Falls, WI 54022 715-425-5099 Owner Representative: Mike Frame 596 270x` Street Woodville, WI 54028 715-698-4763 Site Location: SW'/~ of the SE'/4, Sec. 23, Town 28N, Range 16W Parcel ID # 008-1067-95-125 Town of Eau Galle St. Croix County Historic Land Use: Agricultural crop production Current Land Use: Agricultural crop production Vegetation: The site most recently has been used for hay production. The vegetation within the proposed system area consists of primarily alfalfa and miscellaneous grass. Hydric vegetation was not observed within the project area. III. METHOD This interpretive evaluation and report was completed following the guidelines set forth in Comm 85.60(2) of the Wisconsin Administrative Code and in the summary provided by Leroy Jansky titled, "Preparing the Interpretive Determination Report" (March 13, 2002) IV. DISCUSSION OF RESULTS A. Local Hydrology 1. Surface Water Drainage Patterns -Surface water drainage is uniform over the proposed system area. The proposed system location is on the backslope. The slope within the proposed system area varies from 5 to 7%. Evidence of concentrated surface water flow was not observed within the proposed system area. 2. Subsurface Water Drainage -The silt loam texture and lack of compaction within upper 7 to 9 inches of the A horizons offer good infiltration for the typical rain event. During and immediately following frozen conditions and following heavy precipitation events, runoff will be much greater. Water percolation is limited in the soil profile at 7 plus inches below surface by a number of factors. The factors observed include: • Platy structure observed at 7 to 9 inches below surface • Increase in clay content in the B horizon (subsoil) 3. Artificial Drainage Devices - No artificial drainage devices were observed during the completion of the evaluation. 4. Contributing Drainage Area -The system is located on the backslope of the hill slope profile position. The slightly convex shape along the horizontal contour distributes the surface water over a wider area. 5. Soil Saturation -Saturated soil was not encountered within the tested area. However saturated soil was encountered in preliminary borings completed 70 to 200 feet downslope from B-2. Saturated soils were 12 to 20 inches from surface in the borings downslope. 6. Surface Water Elevations -Surface water within 114 mile of the site if present has been identified on Figure 1. 7. B. Geomorphology 1. Parent Material -The pazent material is loess or silty deposits over dense glacial till. 2. Landform Type -Side slopes along ground moraines. C. D. Soil Disturbance and Hydraulic Modifications The proposed system location is in an alfalfa field. The soil profile observed at B- lindicates that some filling may have taken place many years ago. The loam and sandy loam observed at this location varies significantly from the silt loam over clay loam observed in many of the other borings. The presence ofwell-developed structure indicates that if the area was filled it happened many years ago. The rest of the proposed system area has no signs of cutting or filling. No hydraulic modifications, such as drain file or ditches, were observed at the time of the assessment. No additional surface water is received from impervious surfaces. Landscape Position and Local Topography The regional topography is shown on figure 1. The proposed system location is near the highest point on the property. This point however is not at the summit. The summit is located to the east on the adjacent property. The ground surface elevation is approximately 1140 feet mean sea level (msl). The topography within the proposed system area is shown on the site map included in Attachment A. The proposed system elevation is 100.00 feet The shape of the slope within the proposed system area is linear to slightly concave (perpendicular to the contour) and convex (parallel to the contour). FIGURE 1- USGS TOPOGRAPHIC MAP 62~-..~-f ~,~ ~- ,~ ~ . t~ ~. . ~:' ~ ~ ~ ~ "~~'w _~ 7 i ~ J ', i' ~~ `' ~ _... t 'ti '*,. PropO~ C~ .,. _ , ~`. Sysf~m I - ~ r +}. `. -~ '-` • '. . ~ _ ~ ~ E. Soil Series and Mapping Units The Soil Survey of St. Croix County maps the soils on the property as Antigo Silt Loam (AoA), Auburndale Silt Loam (AuA), Fluvaquents (Fe), Freeon Silt Loam (FoB), Magnor silt loam (MaB), Skyberg Silt Loam (SrA), and Vlasaty Silt Loam (VaB & VaC2). The location of each soil type is identified on Figure 2. The primary soil characteristics asdescribed in the series description are identified on the Table 1. TABLE 1-SOIL SERIES CHARACTERISTICS Tezture 1 Parent Material I Permeability Soil Series A Horizon E or B Horizon Surface Subsurf. Surface Subsurf. Drainage Class Ao SIL SIL/SL Silty Sed ~"~'as~ Alluvium M VR W Au SIL SIL/SL Silty Sed Sandy Till MS MS P Fe SLISILCL S Alluvium Alluvium Variable Variable SP Ma SIL SIL Loess Till M MS to S SP Sr SIL sll,/SICL Loess Till MS or S MS or S SP Va SIL SIL/CL Loess Till MS MS MW Abbreviations Permeability IM =Impermeable VS =Very Slow MS =Moderately Slow RA =Rapid M =Moderate VR =Very Rapid S =Slow MR = Moderately .Rapid Drainage Class VP =Very Poorly W =Well P =Poorly SE =Somewhat Excessively SP =Somewhat Poorly E =Excessively MW =Moderately Well TABLE 2 - I-IYDRIC SOIL CLASSIFICATION NRCS -USDA Soil Series Com onent Inclusions USACOE Ao No None No Au Yes H dric Yes Fe No Fluvaquents, wet Saprists & Aquents Seelyville Rib No Ma No Ma or No Sa No None No Va No None No 4 F. Field Observations The soil identified during the completion of the test pits resembles a cross between the mapped units Vlasaty and Magnor. The soil saturation characteristics are similar to Magnor with 7 plus inches to redoximorphic features however the soil texture is similar to that of Vlasaty with silt loam over clay loam on most of the site. Redoximorphic features were observed in borings B-4 and B-5 (downslope from the proposed system area) within the A horizon beginning at 6 to 7 inches below surface as Fe concentrations (spots <l mm in size) and oxidized root channels. Redoximorphic features were observed in borings B-2, B-3, and B-6 zero to three inches below the A horizon, 9 to 10 inches below surface. Boring B-1 represents an anomaly. The dark soil at 9 to 14 inches below surface at B-1 could be a buried A horizon, topsoil that was placed when the area was filled, or a burn area that was utilized then later covered. Regazdless, this boring does not exhibit redoximorphic features until 14 inches below surface. The presence of redoximorphic features within the A horizon of borings B-4 and B-5 and not the other borings upslope indicates that the duration of saturation is greater downslope and additional surface water received down slope and the influence of subsurface drainage does have an effect on the depth of regular saturation in the soils. FIGURE 2 -SOIL MAP The soil on site does not meet the hydric soil criteria. The lack of hydric soils indicates that the soil is likely not saturated for greater than 5% of the growing season (approximately 7 consecutive days). A dominance of hydrophytic vegetation was not observed within the proposed system area. The lack of these features does not preclude the possibility that the soil is saturated for a prolonged period of time prior to or on occasion during the growing season. G. Comparative Analysis Soil borings (B-1, B-2, and B-3) were completed within the proposed system area. Three additional borings were completed one upslope (B-6) and two downslope (B-4 and B-5) of the proposed system area. Boring B-6 was completed to assess the conditions above the proposed system. The characteristics of this boring were similar to those of the borings within the system area. Seasonal saturation was highest at B-5, the most downslope boring. Evidence of seasonal saturation was observed at six inches below surface at this location. H. Government Reports and Comments No government reports or comments were available for this site. The adjacent property to the west was approved for installation of a replacement mound system in July 1989. The system was installed in the approved location. Interpretive determination reports were completed on the leaf property to the east of the area summarized in this report. V. Conclusions and Recommendations The saturation appears to be limited to greater than 6 inches below surface the majority of the time. The lack of soil dominated by low chroma colors within the profile indicates that the saturation is not due to a high water table or perching conditions. The cause of the redox features observed in the test pits is most likely attributed to short-term seasonal saturation due to slow permeability of the subsurface horizons. The site is suitable for installation of a POWTS (mound system) for the following reasons: 1.) Redoximorphic features were not observed in the upper 9 to 10" along the proposed system contour at B-1 and B-2 or at B-3, downslope from the system contour. 2.) Neither hydric soils nor a dominance of hydrophytic vegetation are present within the proposed system area. 6 3.) The convex shape of the slope parallel to the contour will divert surface water prior to the POWTS. The influence of surface hydrology at this point will be minimal. 4.) There are no features that concentrate surface water flow toward the proposed location of the system. 5.) The slope at the proposed system location is 5 to 7%. The slope is uniform with no dips or valleys. 6.) Lack of redox features in the upper 9 to 14 inches of B-1, B-2, and B-3 indicate that the soil is not saturated for prolonged periods during the growing season. 7.) Lack of saturated soil within 20 to 27 inches of the surface at the time of time of the soil evaluation (April 15~') and the lack of soil dominated by low chroma colors indicates that the redoximorphic features observed at depth are due to temporary seasonal saturation and not from a permanently high water table or perching condition. The following recommendations should be considered during installation of the proposed system: 1.) The system should be installed on the 100.0' contour to stay within the tested area. 2.) Sand fill shall consist of 2.5' of material meeting ASTM C-33 specifications. 3.) Two to four inches of sand should be placed on the system area immediately prior to tilling. 4.) The tillage must be completed with a chisel plow to a minimum depth of nine inches below native ground surface during dry conditions. 5.) The basal loading rate shall not exceed 0.2 GPD/ft2 for EFF#1. 6.) The system shall be designed to have a linear loading rate of 4.5 GPD/ft or less. 7.) The system will follow the contour (100.0') and be slightly convex. 8.) The mound downslope should be constructed at 1:4 rather than 1:3 to increase the toe absorption area. The final approval of this site must be made by the Wisconsin Department of Commerce and the St. Croix County Zoning Department. This report represents the observations and professional opinion of Mark Iverson, Professional Soil Scientist (#197) and Certified Soil Tester (#46672). Vi. REFERENCES 1.) United States. United States Department of Agriculture Soil Conservation Service, in cooperation with Research division of the College of Agriculture and Life Sciences University of Wisconsin. Soil Serve, off St. Croix County, Wisconsin. 1978. 7 2.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.) US Department of Agriculture, Natural Resources Conservation Service. 1996. Field Indicators of Hydric Soils in the United States. G. W Hurt, Whited, P.M., and Pringle, R.F. (eds,). USDA, NRCS, Fort Worth, TX. 4.) Schoeneberger, P.J., Wysocki, D.A., Benham, E.C., and Broderson, W.D. (editors), 2002. Field book for describing and sampling soils, Version 2.0. Natural Resources Conservation Service, National Soil Survey Center, Lincoln, NE. 5.) United States. Us Geological Survey. Topographical downloaded from http://terraserver.microsoft.com/ 6.) St. Croix County. St. Croix County Land Information System. http://72.21.230.178/website/pas s~gisportal.htm 7.) United States. United States Department of Agriculture -Natural Resources Conservation Service. Hydric Soil List for St. Croix County, Wisconsin. ftp://ftp-fc.sc.egov.usda.~ov/WUSoiI/hvd/hyd109.htm 8.) United States. Us Army Corps of Engineers. 1987. Corp of Engineers Wetland Delineation Manual, Technical Report Y-87-1. USAEWES Environmental Laboratory, Vicksburg, MS. APPENDIX A SOIL EVALUATION REPORT ~consin pepartment of Commerce SOIL EVALUATION REPORT Page 1 of 4 ~ision of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code • County Attach complete site plan on paper not less than 8 %: x 11 inches in size. Plan must St. CrolX Include but not limited to: vertical and horizontal reference point (BM), direction and Parcel T.D. 00g-1067-95-125 Percent slope, scale or dimensions, north arrow, and BM referenced to nearest mad. Please print all information Reviewed by Date ersonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) y Owner Property Location :e Frame Govt. Lot '/~ '/< S T N R E (orl W y Owner's Mailing Address Lot # Block # Subd. Name or CSM# 270' Street State Zip Code Phone ^ City ^ V illage D Town Nearest Road ~odville WI 54028 715-698-4763 Eau Galle 2571 25`~ Avenue ew Construction Use: 0Residential /Number of Bedrooms~_ Code derived design flow rate 450 GPD eplacement ^ Public or Commercial -Describe: nt Material Flood Plain elevation if applicable ft. Arai comments recommendations: ^Boring Boring # 0 pit Ground Surface Elevation 100.00 $. Depth to Limiting factor 14 in. Soil A lication Rate rn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. *Efl'#1 'Etl•#2 0-9 10YR3/4 None L 2 f to m sbk mfr aw 2f 0.6 0.8 9-14 10YR2/2 None SL 2-f-pl mfr gw 1 f 0.0 0.2 14-20 10YR4/3 10YR2/2 f-1-d streaks SL 1-m-sbk mfr gw 1f 0.4 0.7 20-28+ 10YR4/3 10YR316 & 2!2 c-1-p spots SL 1-m-sbk mfr - - 0.4 0.7 ^ Boring oring # ®pit Ground Surface Elevation 100.00 ft. Depth to Limiting factor 9 in. Soil A lication Rate Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E~1 "B~ 0-7 10YR3/3 None L 2-f-sbk mfr cs 2f 0.6 0.8 7-9 10YR3l3 None L 1-f-pl mfr as 1 f 0.4 0.6 9-14 10YR5/4 10YR5/2 8~ 416 f-1-d CL 2-m-sbk mfr gs 1f 0.4 0.6 14-24+ 10YR5/4 7.5YR4/6 c-2-d SC 1-co-sbk mfl - - 0.0 0.0 • EYYluent # 1 = BUlls> 3U <_ ZZU mg/L and 1'SS > 3U <_ 15U mglL 'Effluent #Z = BOlls _< 3U mg~L and 1 J~ < ~p mg/L e (Please Priat) Signature CST Number Iverson 46672 Date Evaluation Conducted Telephone Number ox 155 Hammond, WI 54015 April 14, 2006 715-796-5664 r ty Owner Mike Frame ParcelID# 008-1067-95-125 ^ Boring 3oring # ®pit Ground Surface Elevation 99.32 ft. Death to Limiting factor 10 Page 2 of 4 in. Soil lication Rate n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E1f#1 `EfF#2 0-7 10YR3/3 None SIL 2-f-sbk mfr as 2f 0.6 0.8 7-10 10YR5/4 None CL 2-m-sbk mfi cs 1f 0.4 0.6 10-20 10YR5/4 7.5YR4/6 & 10YR5/2 c-1-d CL 1-c-sbk m~ cs 1f 0.2 0.3 20-27+ 7.5YR4/4 5YR4/6 c-1-d CL 1-c-sbk mvf - - 0.2 0.3 ^ Boring Boring # HPit Ground Surface Elevation 97.8$ ft. Tenth to T.imitin~ factor 7 in. Soil licat'on e .n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ft in. Munsell u. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 "Eft'#2 0-7 10YR3/3 None SIL 2-f-sbk mfr cs 2f 0.6 0.8 7-9 10YR3/3 7.5YR3/4 f-1-f ox rt ch. SIL 1-f-pt mfr as 2f 0.4 0.6 9-11 10YR4/4 10YR4/6 8 5/3 f-1-f SIL 2-m-pl mfr gs 1f 0.0 0.2 11-20+ 10YR4/4 7.5YR4/6 & 2.5YR513 0.2-0 CL 1-m-sbk mfr - 1 f 0.2 0.3 * ~strominent mottling is at the interface between horizons 2 & 3 oring # OPit Ground Surface Elevation 96.72 ft. Tenth to i.imitin~ factor 6 in. Soil A li ti n Rate Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DlftZ in. Munsell u. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 "Etl:#2 0-6 10YR3/2 None SIL 1-m-sbk mfr cs 2f 0.4 0.6 6-9 10YR3/2 10YR3/6&211 f-1-d spots SIL 1-m-sbk mfr as 2f 0.4 0.6 9-12 10YR4/4 10YR4/6 c-2-d CL 2-m-pl mfr cs 1f 0.0 0.2 12-20+ 10YR4/4 10YR4/6 o-2-d SICL 1-m-sbk mfi - 1 f 0.2 0.3 * Effluent # 1= BODs> 30 <_ 220 mg/L and TSS > 30 <_ 150 mglL, * Effluent #2 = BODs 5 30 mg/L and TSS <_ 30 mg/L Went 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. Owner Mike Frame Parcel ID# 008-1067-95-125 Page 3 of 4 ^ Boring 3oring # ppit Ground Surface Elevation 102.50 ft. Depth to Limiting factor 9 in. Soil A lication Rate n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "`EtT#1 "Eff#2 0-6 10YR3/3 None SIL 2-f-gr mfr cs 2f 0.6 0.8 6-9 10YR3/3 None SIL 2-m-pl mfr aw 1f 0.0 0.2 9-14 10YR5/3 10YR4/ti f-1-f SIL 2-c-pl mfr gs 1f 0.0 0.2 14-21 10YR5/3 7.5YR4/6 8~ 10YR5/2 o-2-d CL 1-C-sbk mfr cs - 0.2 0.3 21-28+ 10YR5/6 5YR4/6 c-1-d SCL 3-m-sbk mfi - - 0.4 0.6 O Boring 3oring # F71pit C.rnund Surface F.levatinn ft Tlenth to T.imitinn factor in_ Soil A lira ion R t n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtT#1 *Eff#2 ^ Boring oring # OPit Ground Surface F,levation ft_ T)enth to T.imitinw factor in_ Soil A lication Rate Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. 5h. `Efr#1 "EtC#2 "` Effluent # 1 = BODs > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L lent 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 depardnent at 608-266-3151 or TTY 608-264-8777. ~ ~ Page $ of ~ 24 ft. 40 ft. 80 ft. place system on the 100.0' contour = Bench Mark 0 Adolph Koderick Site Information: N7420 Cty. Rd. O SW 1/4, SE 1/4, S23, River Falls, WI 54022 Town of Eau Gatle 715-425-5099 St. Croix County 715-698-4763 (Mike Frame -Owner Representative) Completed By: Mark Iverson, T28N, R16W 680 Larcom Street Hammond, WI 54015 715-796-5664 PSS#198 / CST# 46672 a tsonng vocation t~ tievation ~ oo' commerce.wi.gov ^ ^ isconsin Department of Commerce Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary May 22, 2006 CUST ID No. 46672 MARK W IVERSON PO BOX 155 HAMMOND WI 54015 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/22/2008 SITE: Adolph Koderick Town of Eau Galle, St Croix County SW 1/4, SE 114, 523, T28N, R16W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1074824 Identification Numbers Transaction ID No. 1268461 Site ID No. 712598 Please refer to both identification numbers, above, in all corres ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 9 inches below grade. At least 30 inches of sand lift on top of ~ inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 0.20 gpd/sf, and the linear loading rate 4.5 gpd/ft. 4. Chisel plowing to a depth of ~ inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. The down slope toe slope shall be 4:1 rather than the norma13:1. MARK W IVERSON Page 2 5/22!2006 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of constructionlinstallationloperation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. 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. Sincerely, Leroy G. Jansky, PSS, Wastewater Specialist Integrated Services Bureau (715)726-2544 Voice (715)726-2549 Fax ljansky@commerce.state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7633