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002-1019-80-000
T Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION F2EPO~t7 GENERAL INFORMATION (ATTACH TC~PERr~-) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(mjj. Permit Holder's ame: City Village X Township Fitt, William Baldwin, Town of. CSTBM Elev: Insp. BM Elev: BM Description: 1ot~ ~ ~ ~ LS TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ ; 5 ~ ~ /apo Dosing II `` y C~- W ~ e. : n. 0 F; l ~.~.eQ-~ ~t- Holding TANK SETBACK INFORMATTION TANK TO P/ BLDG. Vent to Air Intake ROAD Septic ~ d / O ~ Z Y ~ Dosing L / ld / 7 ~~ l 7 ~~ ' ____ Aeration Holding PUMP/SIPHON INFORMATION ~Y~ Manufacturer r ~ (' Demand GPM ` Model Number ~ ~ ~ ~ ~/ +-t IO TDH Lift ~~ Friction Lo~r^ ~ Y System He~d ~ s TDHti QZFt Forcemain Length~G ~ J Dia Z it . Dist. to Weu ~ 7 ~~ C(111 ARSC~RPTICIN SYSTEM ELEVATION DATA County: St. CI'OiX Sanitary Permit No: 479414 0 State Plan ID No: i Parcel Tax No: 002-1019-80-000 Sectionlfown/Range/Map No: 09.29.16.134 STATION BS $ ~ Z HI /dg• Z FS ELEV. /aa Benchmark ~ . ~ o ~o~, ,a ~~ Alt. BM,. 2Q~ Z . d3 111.9 3 Bldg. Sewer St/Ht Inlet ~- q ~$3 lob , l3 StlHt Outlet ~ JD~~O /d3~3~ Dt Inlet Dt Bottom , /, ~ q.' I ! `T Header/Man. r,, l~ / ~ 2. /Z / Dist. Pipe JC. I --~ ~ . ~q ld 11 Bot. System 5.qa iaz~3c~ Final Grade • I /~E../, St Cover ~ /o, 85 113.90 5 . IS d3- ~' I C ~~ ~ ~ Y (p, 10 / oe BED/TRENCH Width ~ Length ~ No. Of Trench s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 _'~ ` ~ ~ e -~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR ~ TypeOfS m: ~~ ~ ,,/ / ,(~ 7 /~ / I n /iv TWJ- UNIT Model Number. __ O J 111STRIRI ITI(~N SYSTEM 1Le~. L Header/Manifold Length ~ Dia Distribution Z J / / Pipe(S) ~ ~ ~ ' Z \\ Length ~ Dia Spacing_y x Hole Siz; ~~ x Hole Spacing ~ Vgr~t to Air Intake Jv~,~ 11 CO11 Cf~VFR ., o~e~~~~~e s..~•emc nnw YY Mnnnd Ar 4f_Grade Systems Only Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~ , ~ ~ Bed/Trench Edges Topsoil , ~ _ es ~ No es (] No COMMENTS: (Include code discrepencies, persons present, e:c.) Inspection #1:_~/ ~/ d S `,' Inspection #2: / / location: 2374 County Road E~~I~~m, WI 54002 (SW 1/4 SE 1/4 9 T29N R116W) 40 acres Lot ~~~ ~~~'i~. Parcel No: 09.29.16.134 1.) Alt BM Description = ~ ~:,Lx~ ~-~~+ ~5 ~ l^ o c~~ 8 v~.r '~p~, 1 ~p / 2.) Bldg sewer length =s ~ ~Q) ` ~ 7 ~ J ~1 ~~o ~, -amount of cover = ~ 1 1 ~w.,~ee~._, I~cr~ Co Gv1V a,~, Plan revision Required? j_1 Yes ~No I~ ~ f I L Use other side for additional information: L ~ ~ ` _ ~, 65 Date Insepctors ignatur Cert. No. SBD-6710 (R.3/97) sarety and Buildings Division county /. ~ ~ ~ ~ ~ zol w. waltin~l~,t Ave.. r.o. amt ~ l bz Madison, wt s33U7 - ~ l ~ ~iCOI~SIR ~ s~raary permie Number (ta bo rued in by co. ) dos, z(~.3 t s l l ~ De artment of Commerce S~ plan 1.D. Number Sanitary Permit'App ' ~~ ~ J~ 2 3 ~~ 3 M accord with Cavan 83.21. Wis. Adtt. cods t s15.0411 xm) may be used far soeoadary ptaposa rrivacy project Addtssa (ifaitrereitt syn aatl'atg adriess) i ` P. t. Application lafornattioa - Fkass Prot All Infannrttioa ` ~ S~' ~ ~ _ Pro~rty Owner's Name S7. CROIX t~ ~`" ~ 3 ZONING OFFICE ~ ' I ~ ~ ~~ it !3 ~ ~ ~ ~V ~ l Property Owner's Matting 2 3 ~ ~- ~l ~ propeAy ocattort ~ : 'r ~-~'y~ s ~ ~,~ ~~ Cit . St~e y ade C Zip Phare Numt+er _ j - r3 ~f ~2 // / j ~J f~'" l0/~ ~Gt 6 / ` S y~`Z- G~~--~ s^6 / T ~~N~ R ~~ «W lI. T of Baildittg (thsck !U that apply) ~ /~~ , ~~~ x^F'r ~ Subdivision Name CSM Number ~ 1 or 2 Family Dvrelliae - Number of Bedroooa - ^ PublielCorranercisi - Dasuibe Use dC"aY ^Village ~1'ovmtaipof ~ 4. , ^ State owned - Deaeribe use 111. Trpe of Permit: (Check Daly one bmt sa line A, Coaapkte ties B K apptiahMj A' ^ New System System ^ TnltmatUHaldirtg Tank Rephxenterrt Only ^ Odter Modifia-tion b Existing System It. ^ Pbrmk Renenml ^ Permit Raman 0 Change of ^ PermN Transfer to Ntw ~ i'rcvtot~ Number ands IV~o~ o~- ~ E.~ ~'OU D 8efors Expiration Phanb~ o""~ ~ ~ ~ ' IV. T of POW'1'8 S Chuck a~ that ^ ^ Ncm -Pressuriaod in-Ground ^ Mound >_ 24 in. of atdtable soil ~otad < 24 in. ofsuitable soil ^ At-Grade ^ Singk pas Sand Filter Caosuttcsed wetland ^ Preataboed in-Grand ^ Holding Tank ^ P~ Fitax ©Aerobic Tratanatt unit ^ Raciras{etbtg Sand Filter' ~ ~ ^ / / ~ ' TQ l/ ^ ,'^~q- ' S Msd'ra Ft'Ita IJ ~ CMaiier tine ^ ^ OMter ( ' j ~ V teatatcat Area Lfots~atlatt: bispasal Area R (sf) /~~ (sG ~ S p1a~(Spd) Desi~r+Sal~ ~ ' O `/( S F 1 02 7 Fiber Plastic Sim Sled Vi. Tank Info Capacity in .Total Number nufacturer liallotrs Gallats ofuniu Concraa Constructed C'~ ~ ' Na~w . Tanks Tasks sin T'aa `G 6 U (,~ ,' e S'e/L ' Trcoarrbnt Uea W ~ J `~ ~ t i VII. asi $tatsaaelt- I. fie for iatbrlatiM o<flre POWfS siowa on the atbteied ,, Bttsirua;s Pbane Nartrber ~ G ~~ ~"`s~ i~yc a ~ 3 X75 ~ ~ l s = ~~~~'~ Plumlra's Address (Sued, C' .State. Zip ) ,~~ /3~ is a~ 3 G~/~~ ~~~'l~~ 4~.~ S~Z7 VIII. ova !pe rtateat Use tht ~~ ^ ~~~ Sans 'Nary P ~; Fee (jncludes Gtnund ~ ~ >%'uod suing Agent i re ( ) / a Q' `- o i 2 ~, ._ J Q ^ owner (3ivett Ragan for Datid ~~~ 1(X. t'eaditatas otApprovaURerssoos for Diatpprotnrl ~ C~,li~~~ Gs,. ~ S.~~-,~ SYSTEM OWNER ~ : , G~ ~~, eptic tank, effluent filter and . ° ~ dispersal cell must all be serviced /maintained ~~H ~ ~22y~~ a e s p r management plan provided by plumber. i ~ '~ 2. All setback reQuirements must be maintained /~,{~` f-~Q~J~ ~itt,(~Q~ e as per applicable code/ordinances. LZ ~~C 2 -~A .. .~ L.ir i^d) IG~/ ~~ >/ -... ALCM ~K t~ ttO lMe (.~ a~j iRy/~4~~~'~~~~~~C/l~~ r w • ..w _ ... ~_ v .... I lJ~,~I ~ SBD-6398 (R. Oi/03) y3 ~~, 0 _., i tr ~ C\ 0 rte! L 7 ;t ~ ~~ ~,~"~ S L~- ~. t~'._ ~~ ~C i / -'" W li V r* s f c,~ ~ i- ,~. ~n ,~ t ~p ~ 1P ... .... ... .. _....._ ._._... .._. _...._...~ _... ` , { ~ ', J Ar ~ L ,~ }pa ~/ "~'^^~ V' J °~ ~ /, ~~ ,~ W b' ,~S ° S. ~ ~ ` 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 August 17, 2005 OUST ID No. 222774 HENRY F GROTE CERTIFIED SOIL TESTING E4366 353RD AVE MENOMONIE WI 54751 A7'7'N: POWTS Inspector ZONING OFFICE ST CROD~ COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/17/2007 SITE: William & Bernice Davitt 2374 CTH E Town of Baldwin St Croix County SWI/4, SEI/4, S9, T29N, R16W Identification Numbers.- Transaction ID No. 1183353 Site ID No. 701282 Please_refer to both. identification numbers, above; in all corres ondence with the a enc FOR: Description: Three Bedroom Replacement Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1033957 Maintenance required; Replacement system; 450 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1/O1). • The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". • 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 ofricial in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within I S feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required, Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • The existing POWTS shall be abandoned per Comm 83.33, Wis. Adm. Code. • Both tanks shall be anchored securely per Comm 83.43(8)(8), Wis. Adm. Code due to the unusually high presence of seasonal soil saturation that exists on site. ~~ ~'~ itiojzall HENRY F GROTE Page 2 8/17/2005 • Comm 83.22(7) - A copy,of the approved lp ans, specifications and this letter shall be on-site during construction and omen to inspection by authorized revresentatives of the Department which may include local inspectors. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence 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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce.state, wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Joe Stang, Stangs Plumbing and Electric (Plans Mailed To) „t.. ~. William & Bernice Davitt -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: porE r~ 9 '~ 005 SAFETY ~ ~~L~I~~~S Mound, SBD-10691-P (O1/O1) Pressure Distribution, SBD-10706-P (O1/O1) Location: SW'/4, SE'/4, Sec. 9, T 29 N, R 16 W Town: Baldwin County: St. Croix Date: August 16, 2005 Owner: William & Bernice Davitt Address: `~~+++ ~ ir~i~~~ 2374 CTHW E ` Baldwin WI 54002 ~` G 0 NS/ ~i~ S~•' HENRY ' * Designer: eery Grote ~,RO~E : p-16 O : Signature: N+E ~ -- • MENW S. ~~~~ N~~~`` ~ License: i, ESIG WI D - 1699-007 ~~ ~~ ~~~itt~ Attachments: SBD-10577 -Plan Approval Application SBD-8330 7/8/05 Leroy Jansky approval letter '~ Page 1: cover _ ,~ ~r ~ ~-'~ ~ ~' 2: design criteria & calculations - OEPARTMENT OF COMMERCE 3: plot plan pIVIS10N pFE7Y AND BOiI-pIKOs -'7 4: system cross section 5: plan view, lateral detail SEE GO RE ONDENCE 6: pump tank exit detail 7: pump curve 8: system management 8a: construction notes page 1 of 8 ;~ 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 ~'Sb gallonslday hydraulic load Design Calculaxions In situ designed loading rate o ~ i ~- // gallons/sq. ft. per day Depth to estimated high ground water ~~ 6 in. O ,Z~ Depth to bedrock ~ ~~' ~ in. (~ Cross slope at system 4-S % ~ w v Force main length ~ S~ ft. of Z in. Manifold/header Length ~~'A ft. of - in. Drain-back Z ~ 4 ~- gallons Lateral length ~ @ S ~ - S~ ft. of ~ ~~ Z in. Lateral elevation ~ ~ 3, ~ ft. @ bottom of lateral Lateral hole size ~~~ ~ in. @ ~ b- ~ in. ( ~- ° ft.) Spacing ~ o holes/lateral ¢ ~ holes total Lateral volume ~ 0~~17~ gallons Total lateral discharge rate ~~ '4' gallons/minute @ ~' S~ ft. head Network pressure compensation losses ° ~~5~ ft. Elevation difference ~ ' ° ft. Friction loss ~' Z4' ft. @ 2~ gallons/minute Total dynamic head 1 ~ '~ ft. Pump/sl~hon z ~ gpm @ ~ Z ft. of head Manufacturer ~-~ ~,~ -~- - o ti.. 0.~~ Model # S ~ ~~ ~~ Dose volume ~ ~ ~ t 2. gallons Lift/siphon tank ~ ~ ~, ~ ~-~`~ ~s`o gallons Septic tank ~~. ~~., w`+' ~ ~-~-© ~ ~~ gallons Effluent filter ~v-~~-o ~ ``a~2i.-z-\4-~~ ov/ ~ w~ A-~~c~ Measurement pump on and off 4 - ~ in. Height alarm from tank bottom ~ S' ° in. Reserve capacity ~ gallons specs.calcs.res 3~ Page ~- of g f y3 _•f 0 ~/` ", s tJ" } ~. t !~ U,. I !!~ ~r~ ~; ~. f i_l , -r L ~ J c~ .L ~ '~ /~~ Q ~ ~'Id J~ ~ rv ~~ . r ~ ~ ~ .~~ S ~.J ~ _ .:. ~~ + .. `~ ~ of ~- ~ a _ ~ ~ ~ _ L /~ t J `-~ .~ ~ , ~~ ~, ~ , j J ~- 1~ 0 ~^ ~~ ~b J Q 9j ~~ Z ~- o Y ~_ ~ p ~ ~~ /( ¢ --~ ~ G o~ ro; ~ '_ ~. ~ : ~ ~' ~~ ~. f Y t ~ ~ ~ ? ~ ~ G- i ~~. .~~ ~ - -~' . ~ 0_ ~ A r - /'~ y~ ~J-~/ O V O ~ L N ~' r .~ cam, 4-- N So o ~ N V"~ n ~ U ~w _~ ;p r ~~ S H ~ N ~ / S 6 / `/ j 1- J- r V' ~- ~ o o~ +- 6s t '"= ~ ~ JD f c ~ G o i S ~ bC ~ ~ ~~~ c / r~ f 1~- N .. .: :,:.... ~%1 ,. (~ ~'` `\ / ' ~ I ~, P ~ ~ ~. o ~ ~ < 6 ~ o ~ g ~ G h a T ~., (~ "{ -'~ f e ~ ~ /'~ ~~ f f f ~ {{ ~~ f ~, ~ ~ ~ N - ~ ~ ~ 6 f F ^ ~ A K {~ ~ / ~y, ( VO ~' ~ f k ~ ~ ~ o G ~~.. ~ `~ I ~~ - ~, e ~-, ~ r ~ ~ ~ r ~ ( ~ ~-~ i /~ ~ v? ~ f s ~,~`°s f O ~ -- ~" r' r ~ ~ ~~ ~ ~ ~ M `~'- ~ i 0 -~-~ v~ G V~ oci ~, 6 w 0 r ~' P ~ N -° t , ~" r O~ s io f ~r g ~, ~' ~ ~ ~. g ' ~ ~ ~ ~- f D~ k''r ~ a c~ ~" ~\ v O -~' A .p 'r' G ~ r ,f-, DS s){ ~ ]• l ~~ ~- ~ 3 jb 3Q ri o s ~ o r ~ c r } o SD .'~, 0 Q_ 0 t N G_ s .~ tp 3 d v 0 0 N G T ~ ;~ , ,~ E---- ~" V~ .. --. .. , ` ~1CiT l..J 2.~0.~,\ ~~ `r ...~~ } o ~ e..e ~~~ h VEIJT CAP `i~~C.i. vENT PIPE WEATHER PROOF APPROVED t_OCKIAIG JUAJCTI OfJ 60X MA~JHOC E COVE F. - 2~ =ROM DOOR, `~~ vy/ wARN~K ~;, WIIJCGW OR FRESH ~gQgL AIR IIJTAKE ~ GRADE Q.\e..v ,.~~ ao, ~ ~ 4" CO-JDUIT ~-- ~~` X31 ~~ ~ ~~ . 11~ I PROVIDE I ,_~__ AIRTIGHT SEAL ~ I ~ I ~ T ~ (( ~ II L x; S1..d.,..,~ ~lo~-L C>-r~t.a, fZesLR~~s Z2,o~' I ~I r \ I I APPROVED JOIrJTS }vow. X17 ~ 'a-1~2.~.- I I (I I W/ PIP E y I ~ I ALARM EXTE-JDIUG 3' ~,b (1 w I ~` 2,~ I ~ ~ 0-JTO SOLID SOIL JC ~ ~.u..~, I I ~ ~,~~, I ~- I OfJ Is.ou i ~ PUMP-~ __~ OFF ¢.la.•,. ~S~ O q" BLOCK ~ e.lav.Q~, O 1 N~t.. ~~"~ 4Z" ~ ~w ~..: a ~o,Zg ~ ~~ ~;~ ~..~ ~ o ~ s --p ~--. ~ - e ~GOULDS PUMPS APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFtCATN~NS • Solids handling capabdiry: '/~" maximum. • Capaabes: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: l y:" NPT. • Mechanical seal: carbon- mtarylceramic-stationary, i3UNA-N etastomers. • Temperature: 104°F (40°q continuous 1<0°F (60°q intermittent. • Fasteners: 300 series StalnleSS Steel. • Capable of running dry without damage to componertss. Matot: • EPOd Single phase: O.d HP, 115 or 230 V, 50 Hz, 1 SSO RPM, buih in overload with automatic reset. • EP05 Singgle phase: 0.5 HP, i 15 V, 60 Hz, f 550 ItPM, built in overload with aUtOmatiC f@521. • Power cord: 10 foot standard length, t 6/3 SJTQVN with three prong grounding plug. Qptional 20 foot length, Itir3 SJTW with three prong grounding plug {standard on 1:PQ5). O 2000 Goulds Pumps Efttctive Pebrvary, 2400 83871 • Fully submerged in high ggrade turbine ail for lubrication and eff+c+ent heat transfer. Available for automatic artd manual operation. Auto- mWc modes iradude Medsankal FbaE Svritch 8sslrnbled rind preset at the factory, FEATtlRES ~ EP04 Impeller: Thermoplas- tic Semi-open design wide pump out vanes for mechanical Seat protetdon. METERS IfEFT to 4 3p' 8 z F 5~ Qr o it- ~ 3 0 _ . . 30 . _. 40 __ SO GPM 0 2 4 6 8 0 12 rnrlh CAPACITY ^ 8~rings: Upper and lower heavy duty balr bearing construction. AGENCY i1STING ~• t.~e~ sinus Assada6on (GSA listed model numbers end in "F" or "C".) Goulds twrpa a Iso 9001 Ikgistered. 1 ~~~~-------- t. .. _ _.. . _ IS FT _,_- _`___.; ; ~ ~. _ r EP04 Submersible Effluent Pump 3871 EPOS ^ EP051mpeller: Thermoplas- tic endoseddesign fa improved performance. ~ Gassing and ~aie: Rugged thermoplastic design provides superior strength and corrosion resistance. t# Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermopiasrfc cover with intagrai handlr and float switch attachmem poims. ^ Power Cable: Severe duty rated oil and water resistant< Goulds Pumps ITT industries F ~' n ~ .~~ Pumo Characteristics I {Mleser lhdt S~nstsiri- A+rtesstiark M91~1s SNEi~0A1 kotsa~wer .SO F.11 load A.-p t.0 A4eter hls f4 1 R.~Jd. 1 SSO Base 6 Vek it NeAx 60 lotpponhre 140'F Aid MEMU DesiS+l A Meietla an A Sends Ns~ 1/4' I19rw) Utdt Welglt ~O b. -ewsr Cxd 11/x, S111V, 20' std. Performance Data ~ >t e -~ >o t~~la I ~ I I __ ._.t...~.... , i ,. ... I .... .__ I _. T.... _.. I 0 0 ~ a H io I Ro41r fret b t 12 1 ~ 2b 9M OtM pl.=.1 44 3f ~~ ss t = 0 Dirr~ nsional Data Matel'iafs of Construction ~ rp) ~"" P ~ 1. ~~w«~+'~ 2 (M~sssen mry N~ SNi~Mss S1NI rsty: In ~~ labtlcs~sq 011 Dielsch5s 01 aii •.,n 3. IW iK isntrua+n p~ 'yl v~ ~.+A.+ Motor Mess Gq kM wr { OYnnien ssd vaOM sn ,,;~ c~oK•~os ,q,~,b,,,,, Cas fast k«t Rn s. a~a+~+~i~ Mk mom M rlln A soh ! . R~ w er vw+a ad tAw M I ~[. S~ S•~ SM) FOasi ~ h~tl~ SMI ~ ~~ IsltNlsst SIMI wss MIrN ~.•.•"v.~~ tl, `. C~ ~bRf MI ON M E tk „i on A IrN Slaw tx~l lows Rwr MN g~1~ --t~ , '°~a„ ~ ~ ~~~ i Fasteluts Stsislots S>ael ~ 1999 H drar+Gic' Purnps, Ashioroa, Unio. N' R h NaeiveC. +~ NYDRQMATIC w - Yo„. Aulhor~xrd toed Diuriburor - I +8~4 Bancr Rood Ashlanl, Oho 41105 Tel:119•IEi•5O19 hx; 41€991-fO11 •--- Wsti Site: w+rr,p.nldrtsMnptOm S11F5 OiFK[5 IN 41l MWOIt LITIES AND COUNTIIIES ,~j;• .,.• ~, a,~ ~~ ~~ ~t~m w: W~t74.8350 1204 ISM ~""' 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, Stang Plumbing, 715-684-5166, 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. Z. 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 Z 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 and divert surface precipitation towards the upslope diversion ditch and to the northeast; final settled slope must be 2-3% diverting surface run-off towards the diversion ditch and to the northeast. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. ]f 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 norma! 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 I . Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.4 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 Davitt Mound -Construction Addendum The mound system must be installed during relatively dry weather following removal of as much existing vegetation as possible. The diversion ditch must be constructed immediately following mound construction and is a vital part of the mound plan. The ditch will have a two foot wide flat bottom and commence at the fence line which is nominally the right of way and the lot line. At the starting point the ditch will be one foot below existing grade which is approximately 101.0; ditch bottom grade here is nominally 100.0. Side slopes are 5:1 so the side slopes here will be sloped approximately five feet back to existing grade. The flat bottom will be sloped two percent to the northeast along the nominal 101.0 contour and will be approximately 135 feet long and 3.7 feet deep at a point east of the northeast corner of the mound structure. Ditch bottom will be at a nominal elevation of 97.3 at the 135 foot length, and the side slopes will extend approximately 18.5 feet to existing grade. The ditch will continue under these specifications towards the north and the natural surface drainage feature which will carry runoff towards the west. The upslope toe of the mound must be landscaped with additional soil fill as necessary to ensure a final, settled slope of 2-3 percent towards the diversion ditch. This will ensure that any precipitation falling on or near the mound structure is diverted towards the ditch and away from the mound system. All disturbed soils, ditch bottom and side slopes, must be seeded to minimize erosion at the same time as the mound is seeded. Page 8a of 8 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer G~/ J ~ ! ! ' , ~ ~ a~ ~2 r~'/ ,'~ C~ ~~/,1 !/ ~ ~ ~ t Mailing Address _ ~ ~ ~ Gl ~ ~ ~~ ~^ Property Address (Verification required from . ,. for aew construction) City/State ~3 ~ ~~~' ' "~ ~-~ Parcel Identification Number f D a ~ f D l ci-~ ~0 - U~ ~ LEGAL DESCRIPTION ' / ~ ~~ Property Location S~ '/4, s ~ '/,, Sec. ~ . T~N-R ~ ~ ,Town of ~~~ /~~"''~ Subdivision Lot # ~l'2%~/ Certified Survey Map # Volume a .Page # Warranty Deed # ~(~7 o2b.`f ,Volume % Page # 1 ~'" Spec house ^ yes (~? no Lot lines identifiable ~es ^ no SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its prematurcfailure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, joumeymanplumbet, restrictedplumber or a licensedpumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Cmix County Zoning Office within 30 days of the three year((e'~xpiration date. ~ ~/' SIGNATURE OF APPLICANT ~ a~~~~ DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described ammbove, byyyec..~~virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT ' ""'"fie °Cry~ DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed commerce.wi.gov i ^ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. co m m e rce . w i. g o v/s b/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary July 08, 2005 CUST ID No. 222774 HENRY F GROTE CERTIFIED SOIL TESTING E4366 353RD AVE MENOMONIE WI 54751 A777V: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/08/2007 SITE: William & Bernice Davitt Town of Baldwin, St Croix County SW 1/4, SE 1/4, S9, T29N, R16W i Ide~ificaton ~lbecs - Transaction ID No. 1152343 Site ID No. 701282 P1ease refer to bath identif cation numbers, '!afiove„ in all come ondehee withthea n FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1027744 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 85.6.0(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of.prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 3.75 gpolft. 4. Chisel plowing to a depth of 16 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. 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. 7. 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. 8. 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. HENRY F GROTE Page 2 7/8r~ , 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 sheefs. 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. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review ~ shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Leroy~ky, Waste ater S eci i P Integrated Services Bureau (715)726-2544 Voice lj ansky@commerce.state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 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. commerce. wi. gov/s b/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary July 08, 2005 CUST ID No. 222774 HENRY F GROTE CERTIFIED SOIL TESTING E4366 353RD AVE MENOMONIE WI 54751 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/08/2007 Td'entifieation Numbers Transaction ID No. 1152343 SITE: William & Bernice Davitt Site ID No. 701282 Town of Baldwin, St Croix County Please refer to both identification numbers, SW 1__/4 SF t/4 c~_9,.T29N, R1~_ (V~~ above, in all corres ondence with the a enc . ~_- - FOR: Object Type: Soil Saturation Determination Re fated Object ID No.: I027744 The s cribed above has be or 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 85.6.0(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of.prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment ~-u~spersa~:-- ----- ~/5~1~~ ~~ ~2d 7T The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 3.75 gpd/ft. 4. Chisel plowing to a depth of 16 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. 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. 7. 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. 8. 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. HENRY F GROTE Page 2 7/8/2005 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 constructionlinstallation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Leroy~y, Waste ater S eci i t p Integrated Services Bureau (715)726-2544 Voice lj ansky@commerce.state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMART code: 7633 +~jP t Interpretive Determination Report For an A+0" Mound Septic System On the William & Bernice Davitt Property E 1/2, SW '/4, SE i/4 Section 9, T 29 N, R 16 W ~~~~~ ~ ~~' ~o~ ~ 0~ `~ P~~ Town of Baldwin St. Croix County, Wisconsi 115343 P®.W.T.S. n ~'nrrditiorrally VED DEPARTMENT qF COMMERCE DIVi iUN OF SAFETY AND BUILDINGS S'~E C RESP ENCE Submitted by Henry F. G'~ote, CSTM 222774 Certified Soil Testing, LLC E. 4366 3S3rd Ave. Menomonie, WI S47S 1 715-233-0398 June 29, 2005 Contents Introduction Methods Local Hydrology Geomorphology Soil Disturbance and Hydraulic Modification Landscape Position Soil Series Data Conclusions/Recommendations Attachments Soil Evaluation Report, Henry F. Grote Soil Evaluation Report, Bennie Helgeson Topographic Detail, Section 9, T 29 N, R I6 W Soil Series Map, Soil Survey of St. Croix County Wisconsin Average Annual Precipitation (1961-1990) Page 2 3 3 3 4 5 5 i Interpretive Determination Report for an A+0" Mound Septic System on William & Bernice Davitt Property Introduction On May 13, 2005 Henry F. Grote, CSTM 222774, Certified Soil Testing, conducted a Soil and Site Evaluation on the William and Bernice Davitt property for the purpose of establishing the potential for a replacement onsite wastewater dispersal system. This evaluation was conducted on the 20 acres described as the E '/~ of the SW '/4 of the SE '/4 of Section 9, T 29 N, R 16 W, Town of Baldwin, St. Croix County, Wisconsin. The site is located north of CTHW E and '/4 mile west of 240`" Street; an additional 20 acres is located in the E '/2 of the N W '/4 of the SE '/4 of Section 9. Methods Soil color, texture, structure, consistence and redoximorphic features have been evaluated and reported on the accompanying Soil Evaluation Report in accordance with guidelines under Comm 85 of the Wisconsin Administrative Code. Pertinent information has been abstracted from the Soil Survey of St. Croix County, Wisconsin. Topographic detail has been obtained from the DeLorme 3-D TopoQuads CD mapping release. Additional reference sources include Redoximorphic Features for Identifying Aquic Conditions, Field Indicators of Hydric Soils in the United States2, and notes from a continuing education program for shallow soil saturation.3 Field investigation included four backhoe pits located west of the residence and just north of CTHW E. Previous work4 north and west of the existing residence had indicated soils lacking A + 4 inches and consisted of six reported pit profiles and four hand dug pits reported as A+0". Rod and transit elevations were obtained at pit locations, along a tentative design contour line, ' Redoximorphic Features for Identifying Aquic Conditions, North Carolina Agricultural Research Service, Technical Bulletin 301, December 1999. Z Field Indicators of Hydric Soils in the United States, A Guide for Identifying and Delineating Hydric Soils, Version 4.0, March 1998. ' Reading Shallow Soil Saturation, Ashland UW Ag Research Station, Jerry Tyler, October 15, 2004. Bennie Helgeson report, 4/29/2005. and over twenty foot grid intervals to allow the insertion of nominal two foot contour lines on the detailed plot plan. Local Hydrology The major local hydrology input is from annual precipitation. This is estimated at from 29.57 inches5 to 30 inches.6 Surface runoff is an additional input most significantly during heavy precipitation events. The proposed mound site land use was old corn ground. The upslope area land use is also in corn ground to the south and brush and trees to the east prior to the sod lawn around the residence. Dense glacial till beneath a shallow loess cap provides significant groundwater protection from possible surface contamination. Water outputs consist of surface runoff, soil infiltration, and evapotranspiration. Surface runoff will generally be minimal unless frozen soil conditions or excessively heavy and prolonged precipitation occurs. Soil infiltration is described as "moderately well drained" for typical Freeon Series soils which are mapped in the proposed site area. This is reasonable for the well structured silt loam A horizon; infiltration will slow through the B horizon because the subsoil at increasing depth exhibits weaker, sometimes platy structure, typically becoming massive sandy foams at depths below 15-20 inches. The proposed mound site has a surface drainage feature down-slope to the north Slower infiltration is anticipated during wet spring periods when the soils are closer to field capacity and slow to dry. The underlying massive till unit will be significantly restrictive to vertical infiltration. Lateral movement of water through more permeable upper horizons will be facilitated by the 3.0 to 3.6 percent cross slopes below the proposed system design line. Heavy and prolonged precipitation - 2.5 inches in 24 hours; described as once in two years$ -will also 5 Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 139. (River Falls, WI data) 6 Wisconsin Average Annual Precipitation (1961-1990), www.crh.noaa.gov/mkx/data/wipcpn.gif Soil Survey of St. Croix County, United States Department of Agriculture, Soi] Conservation Service, July 1987, p. 30. a Soil Survey of St. Croix County, United States Department of Agriculture, Soil Conservation Service, July 1987, p 140. 2 slow infiltration as the more permeable A horizon nears field capacity. Evapotranspiration will be a significant factor during the growing season but of no value during the winter season Geomorphology Limestone bedrock underlies most of St. Croix County. Typically the limestone is sandwiched between layers of sandstone which is then overlaid with glacial till forming the principal soil parent material. Cary sandy loam till, correlated with the third sub-stage of Wisconsin glaciation, is the parent till for Freeon Series soils. The Cary till is overlain by a thin concurrent and/or post-glaciation loess cap. Soil Disturbance and Hydraulic Modification The proposed mound location is uniform topography. The A horizon has consistently moderate, medium granular and moderate fine sub-angular blocky structure; the B horizon generally has weak to moderate subangular blocky or weak to moderate medium platy structure. While platy structure is often developed by the natural deposition of loess silt loam soils, some of the observed platy structure is likely induced by row crop cultivation. Hydraulic conductivity of the solum can -and should be -improved by deep chisel plowing to a depth of at least sixteen inches. Landscape Position The landscape position of the proposed mound site is on the west slope of a glacial ground moraine near the south west terminus of the moraine. The proposed location, along the 100.0 contour, is located on Freeon soils up-slope from a small inclusion of Amery Series soils to the west and up-slope from Magnor Series soils to the north. A proposed design line of nominal 100.0 contour has a classic "nose" landscape, convex orientation. The moraine rises to the northeast to a nominal elevation of 1240 MSL about 1/8 mile northeast of the 100.0 contour which is at a nominal elevation of 1220 MSL. Small scale cross slopes at the proposed mound site are 3.0 to 3.6% to the northwest below the 100.0 contour. The moraine slopes from the 3 100.0 contour to the west about 1/8 mile to 1200 MSL at a surface drainage feature just north of CTHW E heading south to ultimately join as headwaters to the Rush River. Surrounding land use is corn to the west and to the north past the drainage feature. Dense brush and woods are located to the east between the sod lawn and the corn ground. No structures are down-slope to interfere with lateral movement of effluent. The 3.0 to 3.6% slopes at the mound site will somewhat increase the hydraulic gradient and encourage lateral movement of treated effluent. A diversion ditch can and should be constructed upslope of the system to divert surface drainage away from and around the system. Near-system upslope surface runoff can -and should - be minimized by the addition of extra fill soils from the center of the upslope mound structure. The extra fill materials will divert surface runoff towards the diversion ditch and to the west and northeast around the proposed mound system. Soil Series The Soil Survey of St. Croix County maps the site soils as Freeon Series east of and up-slope from Amery Series. Magnor Series soils are mapped to the north and west of the Amery Series soils and are around the shallow surface drainage feature which generally trends south to the west of the proposed system area.. These soils are respectively described as "moderately well drained" (Freeon), "well drained" (Amery), and "somewhat poorly drained" (Magnor). Field observations of soil pits are in good agreement with this mapping. Pit profiles representative of the proposed site agree with the typical Freeon and Amery Series profiles showing silt loamy above sandy loam textures. All three series are Alfisols; Magnor and Freeon are Fine-loamy, mixed Family and Amery is Coarse-loamy, mixed Family. The Magnor Series are subgroup Aquic Glossoboralfs while the Amery and Freeon Series are Typic Glossoboralfs. Field observations show redoximorphic features absent to depths of 9 to 11 inches. The redoximorphic features were not observed in any pits until the B horizon was encountered. The B horizon upper redoximorphic features were common or many and typically prominent or distinct. Periodic soil saturation is indicated below nine inches by these observations. 4 Data The soil and site evaluation report and data are similar to other sites which have received Department of Commerce approvals for A+0" mounds with a minimum of six inches of seasonally unsaturated soils in the upper A horizon. Examples include the Lisa Mosentine site, ID #636612, Anthony Ludwig site, ID #634143, Jon Mentink site, ID #787909, Tim Holldorf site, ID # 849265, and Karen & Keith Anderson site, ID #639788. Conclusions/Recommendations 1. Seasonally saturated soil conditions do not occur in the upper nine inches of the soil profile as indicated by the absence of redoximorphic features. The site is acceptable for a mound septic system with a minimum of nine inches of unsaturated soil for treatment and dispersal of treated wastewater effluent as allowed by Comm 83.44(3)(b)1. The nine inches of natural soil will allow treated effluent to be assimilated into the subsurface without ponding on the ground surface. 2. The A horizon is Munsell color l OYR 3/2 which indicates an organic matter content nominally of 25 g/kg in the range of 20-30 g/kg or 2.5 percent.9 This level of organic matter is indicative of relatively good drainage and aerobic conditions. 3. The relatively low level of organic matter indicated by the Munsell value of 3 would facilitate observation of high chroma redoximorphic features in the A horizon. The lack of observation of these features in the A horizon is strengthened by the low organic matter content which lends further evidence to a conclusion that at least nine inches of soil is present which is not periodically saturated for more than seven days. 4. No hydric soil indicators10 are present in the observed soil pits; this conclusion is based on particularly careful review of the indicators for All Soils and Loamy and Clayey Soils. 5. Site preparation requires mowing and removal of as much vegetation as possible followed by deep chisel plowing to at least a 16 inch depth which will facilitate e Tyler presentation, Reading Shallow Soil Saturation, 10/15/04, Ashland UW Ag Research Station. 10 Field Indicators of Hydric Soils in the United States, A Guide for Identifying and Delineating Hydric Soils, Version 4.0 (March 1998), p5 ff, 13 ff, & 20ff.. infiltration into the natural soils. The deep chisel plowing will reorient any platy structure which might be present. 6. A diversion ditch must be installed upslope of the proposed mound system to divert any surface runoff from the upslope drainage area around and away from the mound. Such a ditch should have a flat bottom, 5:1 side slopes, be seeded to control potential erosion, and slope 2% to the southwest then west north of the CTHW E right of way. 7. The upslope toe of the mound shall be shaped with additional fill dirt from the center such that a nominal 2% surface gradient is established towards the diversion ditch and to the southwest to ensure surface runoff diversion around the southwest end of the mound structure. 8. The mound must be a minimum length of 120 feet to ensure a linear loading rate no greater than 3.75 gallons per day per foot for a three bedroom residence. 9. For typical septic system effluent the mound must have a minimum of twenty-seven inches of sand fill to comply with the observed minimum of nine inches of seasonally unsaturated soil. 10. Since the well structured silt loam topsoil is relatively shallow in places, consideration should be given to the installation of an aerobic treatment unit, or comparable treatment device. This will reduce the quantity of sand fill required, maximize system life, help overcome any platy soils remaining after deep chisel plowing, and protect the environment. 11. The mound basal area loading must be less than or equal to 0.2 gallons per day per square foot to comply with a highly treated effluent application rate for any moderate to strong platy structured silt loam soils which might remain. Deep chisel plowing should reorient any platy structure which would allow a higher soil application rate, but maintaining less than or equal to 0.2 gallons per day per square foot will ensure a conservative design for extended Longevity. 12. Mound construction for ordinary septic effluent requires thirty inches of ASTM C-33 sand lift immediately placed on the freshly plowed ground surface. Construction must take place under relatively dry conditions. This depth of sand creates an effective sand filter and can be expected to produce a treated effluent with less than 30 mg/L of both BODS and TSS and fecal coliform concentrations of <10,000 cfu/100mL. This is three 6 inches more than would be required by the observed nine inches of seasonally unsaturated soil, but is recommended to ensure a conservative design. 13. If the highly treated effluent consideration is used, the sand depth may be reduced to eighteen inches and still maintain a conservative design. 14. The rock cell in the mound structure shall be 3.75' x 120.0' for a linear loading rate of 3.75 gallons per day per foot for a three bedroom residence for untreated effluent. 15. The sand basal area loading must be a maximum of 0.2 gallons per day per square foot which can be accomplished by extending the down-slope sand toe to fifteen feet below the down-slope edge of the rock cell if untreated effluent is used. 16. If highly treated effluent is used for the system design, the rock cell may be reduced to 1.75' x 120' which still maintains the 3.75 gallons per day linear loading rate, and the down-slope sand toe must be extended to seventeen feet to maintain the 0.2 gallons per day sand basal loading rate. This design would be optimal for the site and is recommended. 17. The system management plan must provide adequate maintenance information to maximize the system longevity. Final authority for this site's approval rests with the appropriate regulatory authorities, the Wisconsin Department of Commerce and the St. Croix County Zoning Office. This report, conclusions and recommendations are the professional opinion of Henry F. 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D ~1 _ ~~. ~ t was~,r'o:s ~ ' ~ ~ • ; R-- ~' ~ Lf ~ ~ ~f ~r'y'LJ ~ ~ ' 1 ~ / ~ 1 '1 r r~ ~ ~ '~ t 4 r 1l ir r"-~~F ~ 4. 5 ~ ~ ~ ~ r f , ~ 1~ '/+'-.~~! 51 I Jf + ~~ ~ ; :-~ I ...-/r ~ r I ~ I f , ~:- ~ f ~ ~ ~~ I~ r I ' 1 r _ 1 -~ 1 ~ ~ } ~ J ,~ ~ f ~~ 45" 0.-53 ~' _~ ~ i {~ ' ~` ~f ~ ~' I .~ fir. ' f r' - ---- --- r~ ~ A ~r > ~-~ _ 1 ,. rte, ~r r f~•• f~ r J ~ - -~ _ -,~ ' ~, y - ~ , ~ Nas~-o-~s~ . Ir ~ I ~ 1 ' 3-D TopoQnads Copyright ~ 1999 DeLorme Yarmouth, ME 04096 Source Dsta: USGS f ----f250 ft Scale: l :6,400 Detail: lSO Datum: WG584 ;. # MAY-~-@~4-~'~° 57:26 AM s .' W(arwnstnT?epvrtrnentoiComrnercav~l~, ~VAL:~A`~'E~N RE~~R`(' pivieion a Salary and 8uilchngs Iti aCOerdance with~t^omm BG, Wfs. Adrn, Code County . Attach comptota ails pkirt on paper riot lets ifttArt Q 1R ~ 11 kltlxs9 in aizq, Plan nrust include, but not Gtrdbad.to: vertlc~ and twt~zantal rohuenca point (pM), dif+iction and Paroet l,D. percaat slope, scale or dimenFOno, north arrow, and looat;on and ~d'istonce b nearest mild. Pless,e pr'Irlf :11 Inrbnrlpl!lon. R°~0W°d ~ Fmonat In„xma,bn you provitl~ msy p~ owo'or rvwnaa,Y purpose, {Pihney Lnw, i,; st+.04 (s) (m)), 'roQe wnsr PropertyLocaliort P.61 Pape + of,~,,~ 1N1 ~ t 1/GL. t GovC t_oi (,t1 tt4+~ ~ 1/4 8 7 r o7 N ~l ~ ~a 'E Yh w~ Pro(+erty eM9ifinp esa ,~ r, 'Lo~N ~ k# .Nainv^a^_ ,~~ ~ c, r ~ . [~ ~ to ip floss tfm r Chy VUape own. Nm~'est~ ~~~~ ( r t~lw,~- (,tsar t5~f~,~ ~ -3 563 Q New Car,sttuchan ilea: B'FI' atdentiat .' Number d bedrooms ~ Code dsriYSd desiGn Aovv rate U GPO [r~"~optarement Q t~tllaGC Of CGfnmei+clal - Dafiortl7a: • + • • ' ~~/ iicebte if rf tt Par4nt matarla! , , ~ y ~ ~.~ ~ ~ ~I _, - ~'c s on spp Flood Ptairf sbva ,,, ~,~,_ c mid r r ~ ~ u p / ~ {,~ O • ~r ~n f'e'y'' y~ r"ti'. Y ~1 G+. J i vi t^r. 6. ~`~.~ (Q ~ y r (tORe: Otxl tuoall "~ I [J~, n / .+ ~ , ~C1, b~, ~... C~ti.r~c -~' K.~^ ~ + f7' i I~ ~OG<rs c'~ . F 13onnp # i~st" Pit Ground surfewo elev. '"~ h, Depth to Gmitinp factor ,_,~_..._ Sn, ~l b FEorizon Dap1h Qcmirsarte Caron Radox Closuipttoh Texture t31ruc1uro Gonsh/tenpe t~loundnrY fiesta in iJLmsoell Qu. 5a, Cant. Cobr Gr. t3s, sh. •SIUl1 •~tpf2 p ~ Sit- a ' ~' rx 3 ~ ~~ ~~ ~ tt 1 , I t ~ ,f S orin9 >r Q tine ~ '~ Pil Grou ndsuriacootov, ~. ~ h. pgpth b t+miting tt+clor ~,,, in. ~ n t~ tlorizan Depth in. domtnartt Caor MunBeR ftAtimt Deacriptlvn QU, Sz. ConL Cobr Texture 9ttucdrtg Gr, 5z. Sh. torteiatence Boundary Roots CPO/k' •fwtNil 'Etttr2 ~ ~-~ . s a. ~ btc ~ ~ . b. - .s ~Z ~~ .6 '' ft o :~ ' EfRuenl #1 ~ i300 ~ 30 ~ 22tl rngR, end TSS X30 _< 13t) mQ/l. ' Elllu6l'It ai'z ~ t3t7a7 < 3o ana r a~ ~ ar ~ C5'i" tPleass Prins (( otwn s<~ ' CST Nut,t,r' in. f 'mil P~~f) ~ .,~_...~ p70s>a%A drert9 ,. t) u2 n Cortduciecl Tei Number ~'" T~ Z0d =QI SZ:60 S0-ti0-S0 05-04-05 09:25 ID= P03 roy[o+tt oF~g 'LLLS'ti4Z 809 ~I.L:~!•!"ISttr~Q9Z~SQ~.n~~1~?.ugiFdtip~~lp'~otllttva agti',i(d;•~~.uuc+,J ~71tUJ~iFe Le~ct~ Ee~~ataut pnatc ' is sa~t~~as saa~~ts a3 a~ut:ts~¢'sr,p^tttt,'~,c~~F~~~r~o~ld~1wor~ya i'~,A9a~a~,~illos.~Itgn~lndk~a'(1tnt~ciB;at~;raJt,cnttio~ Jo ~t}an~tircd,'-(j a[;~, ~;- yflui;p~n> SSl P~ `~,~!' bE~}~C1~3 +~ L#9 • 'V~'09l Y~<-SSJ. P~,.~ QLZ >Gt~.K'C}08-~. ea~:l~nUi3 . % _, , .~~ _.. - .•~ '. • . 9id+3ki fGR~Ltf~O~, ,Q3(~91SItliO~; - fq~Nt~ ,• •,• ~ '• •.... .. 1ld d W~f u , 4 , . _ttOS ~ ; ~..-. - : .,..; . 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Sh~~ ~I C .~'rK:: S,fi... ~;'r w Ntiyp,Y'@ ~+ ,• ~ ,. , A,r+r.- ~.. w';.zri;;}:~~13~;~:i;rwi?\r.;~r~ '..l .e:,:' t~G7!fA.. k.,,~v~1: :1.. e~t:; _J'.%Fw. ,fir{ `~~ ~:~' ~ w x ~ ,. :,;,+.. ~'• ., ,,1,,,.,... .. ...; ..., .. .....,,....•.. ~~, .~~'a ~ .........:blf.,..~...,.. ...... ,... ... .. . ~'asi~P~W!~7L~•;f'•,,:',~';,t:i"~t;`.a1G'~i; ~(y ,~Jf LZ:60 S0-ti0-S0 Department of Commerce Division of Safety and Buildings SOIL EVALUATION REP ~ in accordance with Comm 85, W' .~ C #2245 Page 1 of 3 Certified Soil Testing, LLC County Attach complete site plan on paper not less than 8'/s x 11 inches in size. Plan must l d i i l St. Croix include, but not imite to: vert cal and hor zonta reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 002-1019-80-000 Please print aN information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Davitt, William Govt. Lot SW1/4, SE1/4, S9, T29N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2374 CTHW E City State Zip Code Phone Number ~, City [] Village ®Town Nearest Road Baldwin WI 54002 715-684-3563 Baldwin CTHW E New Construction Use: ®Residential /Number of bedrooms 3 Code derived design flow rate >'~ Replacement ^ Public or commercial -Describe: Parent material loess over tell Flood plain elevation, if applicable General comments and recommendations: soils lack A+4"; interpretive report required to install mound w/ state & county approval 450 NA GPD ft. Boring # 'Boring x! Pit Ground surface elev. 100.0 ft . Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, •Eff#1 'Eff#2 1 0-4 lOYR 3/2 - sil 2 m gr mvfr gs lm .6 ~~ .8 2 4-11 10YR 3/2 - sil 2 f sbk mvfr cs if .6 ; .8 3 11-14 lOYR 5/4 c2P 7.5YR 4/6 lOYR 6/3 sil 2 m I p mvfr cs if 0 2 4 14-21 _ lOYR 5/4 m2p 7.5YR 4/6 lOYR 6/3 sicl 1 f-m abk mvfr gs if .2 .3 5 21-31 5YR 4/4 map 5YR 5/8,6/2 sl 0 m mfr - - .2 .6 i i lacks A+4 "; presumptive limit is 0"; horizon 2 has some decayed organic matter (5YR 4/4) from 7-il" + 2-6mm inclusions B horizon _ __ a Boring # -- Boring x Pit Ground surface elev. 99.2 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont: Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-9 10YR 3/2 - sil 2 f sbk mvfr cs lm .6 I .8 2 9-15 lOYR 5/4 c2p 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs im .4 '~ .6 I 3 15-26 5YR 4/4 map 5YR 5/8,6/2 sl 0 m mfr - - .2 .6 lacks A+4"; presumptive limit is 0"; horizon 2 occasionally prts to 2 f pl ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BOD; < 30 mg/L and TSS < 30 mgC CST Name (Please Print) Signa u CST Number 'Henry F. Grote ~ 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 5/13/2005 715-233-0398 SBD-8330 (RA7/00) Property Owner Davltt, Wllllam Parcel ID # 002-1019-80-000 Page __2_ of Y ^ Boring # Boring x Pit Ground surface elev. 99.1 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Ri3dox Description Texture Structure Consistence Boundary Roots G PD/ft' _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 i 0-10 ~ lOYR 3/2 - sil 2 f sbk mvfr cs 1m j .6 .8 2 1 10-16 ~ lOYR 5/4 m2p 7.SYR 4/ sil 2 f sbk mvfr gs if ~ .6 -- .8 ----- - ---- 3 ~ 16-23 7.5YR 5/4 ~ c2d 5YR 4/6 sl 1 m sbk mfr gs lm ; .4 _ .6 ___ 4 23-28 7.5YR 5/4 cap 5YR 6/2 Ifs 1 m sbk ds gs if .5 1.0 5 28-37 ~ 5YR 4/4 cap 5YR 6/2 sl 0 m mvfr - -, .2 .6 I lacks A+4"; presumptive limit is 0" ., 4 Boring Boring # Pit Ground surface elev. 100.9 ft. Depth to limiting factor 0 in. Soil A lication Rat ,_~ PP Horizon Depth ~ in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlftZ I *Eff#1 ~ *Eff#z 1 ', 0-11 j lOYR 3/2 i - sil 2 f sbk mvfr cs im .6 .8 ____ ._ 2 ~ 11-15 li lOYR 5/4 c2d0Y5R6/2(6 sil 1 m pl mvfr gs 1m ~, .4 .6 -~ - - . __ I 3 15-20 ~ lOYR 5/4 m2p 7.5YR 4/6 lOYR 6/2 sil 2 f sbk mfr gs im ~, .6 .8 - _-_ - - 4 ! 20-24 i lOYR 5/4 m2p 7.SYR 4/6 lOYR 612 sil 0 m mvfr 2 gs - 0 5 ! 24-30 ~ 5YR 4/4 cap 5YR 6/2 sl 0 m mfr - j - .2 .6 - -- __ I i - --- -- _ ._. --- lacks A+4' ; presumptive limit is 0" Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rat Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Cola Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#r ~ 'Eff#2 I I - --- -- -------- i - _ 1 I I i ' 'Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mglL "Effluent #2 = BODS < 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 608-266-3 l5l or TTY 608-264-8777. si3o-a;;o tK o?~001 Certlfed Soil Testing, LLC a _. S v _\ `1 / ~' ~S I ~~ _~ __~ __/ commerce.wi.gov ^ ^ ~scons~n Del~rtment of Commerce INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 ~com ~erce.wi~ov/sb 715 72 2544 Date of Inspection: July 1, 2005 Project Name: Davitt Use: Residential Legal Description: SW, SE, 9, 29, 16W Site Number: Parcel ID No.: 002-1019-80-000 Municipality: Town of Baldwin County: St. Croix Plan Transaction Number: Sanitary Permit Number: NA Wastewater Flow: 450 gpd Persons Present: H. Grote ~- .._.r e~~"~ , Plumber Name and Address: ~U~ ~ ~Qc. S7. CF?0/X ZONING CO~N7 s ~ OFF/OE a Certified Soil Tester Name and Address: Henry F. Grote, CST 222774 E4366 353` Ave Menomonie WI 54751 Owner Name and Address: William Davitt 2374 Cty Hwy E Baldwin WI 54002 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST), relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at T-1 could be described as follows: 00-09" 10YR 3/2 sil, 2csbk, mfr, aw. 09-14" 10YR 4/4 sil, 2mpl, mfr, cw, w/ m2d 7.5YR 4/band 5/2 rmfs 14-18" 10YR 4/4 sil, 2msbk, mfr, w/ map 7.5YR 5/6 and 6/2 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should nat exceed 4.0 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. Chisel plowing to 15 inches is recommended to reorient horizontal plates in horizon two. 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. In 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. If there .are any questions regarding this report, please contact me. Leroy G. Jansky, Wastewate pecialist Ljansky@corrimerce.state.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax cc: ®County ^ Plumber ® CST ^ Owner ^ Other . ~ ~ y- L V l: ~.:lu i.t ~~~~'~ ~ a SOIL EVALUATION REPORT Department of Commerce ~ a5, Wis. Adm. Code nivicinn of RafPty and Rnildinns ~'~~~ #2245 Page 1 of 3 Certified Soil Testing, LLC ' County Attach complete site plan on paper not less han S'/a x 11 inches in size. PI must St. Croix include, but not limited to: vertical and hori ntal r~ceyp~htdire nand t d ' ~ Parcel I.D. roa . nce t neares n n ii percent slope, scale or dimensions, north a ow, an t 0 2-1019-8 00 Please print all for@~tj~piX COiJNTY Reviewed By Date Personal information you provide may be used fo nd ~~ Law, s. 5.04 (1) (m)). c5 Property Owner Property Location Davitt, William Govt. Lot SW1/4, SE1 , S9, T29N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or C M# 2374 CTHW E City _ State Zip Code Phone Number ~ City ~ Village ®Town Nearest Road Baldwin WI 54002 715-684-3563 Baldwin CTHW E New Construction Use: ®Residential / Number of bedrooms 3 Code derived design flow rate Replacement ^ Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable General comments and recommendations: soils lack A+4"; interpretive report required to install mound w/ state & county approval 450 NA GPD ft. a Boring # ~ Boring ® Pit Ground surface elev. 100.0 ft . Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color. Redox Description Texture Structure Consisten Boundary Roots GP Dlft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etiil 'Ett#2 1 0-4 10YR 3/2 - sil 2 m gr mvfr gs im .6 .8 Z 4-11 lOYR 3/2 - sil 2 f sbk mvfr cs 1f .6 .8 3 1i-14 10YR 5/4 c2p 7.5YR 4/6 lOYR 6/3 sil 2 m pl mvfr cs if 0 .2 4 i4-21 lOYR 5/4 m2p 7.5YR 4/6 lOYR 6/3 sici 1 f-m abk mvfr gs 1f .2 .3 5 21-31 5YR 4/4 map 5YR 5/8,6/2 sl 0 m mfr - - .2 .6 lacks A+4"; presumptive limit is 0"; horizon 2 has some decayed organic matter (5YR 4/4) from 7-il" + 2-6mm inclusions B horizon Boring # ~ Boring ® Pit Ground surface elev. 99.2 ft. .Depth to limiting factor 0 in. Soil Application Rate Horizon 'Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtT#1 'Eff#2 1 0-9 10YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8 2 9-15 10YR 5/4 c2p 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs im .4 .6 3 15-26 5YR 4/4 map 5YR 5/8,6/2 sl 0 m mfr - - .2 .6 lacks A+4"; presumptive limit is 0"; horizon 2 occasionally pits to 2 f pl " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS a 30 mg/L and TSS < 30 mgr CST Name (Please Print) Signa CST Number Henry F. Grote ,, 222774 Address Certified Soil Testing, LLC 'Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 5/13/2005 715-233-0398 SBD-8330 (8.07/00) Property Owner Davitt, William Parcel ID # 002-1019-80-000 _ r Page 2 of 3 Boring # ~ Boring ~ ~' ®Pit Ground surface elev. , 99.1 ft. Depth to lirrtitktg factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary: Roots GPD/ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10YR 3/2 - sil 2 f sbk mvfr cs lm .6 8 2 10-16 10YR 5/4 m2p 7.5YR 4/ sil 2 f sbk mvfr gs if .6 I .8 3 16-23 7.5YR 5/4 c2d 5YR 4/6 sl 1 m sbk mfr gs lm .4 .6 4 23-28 7.5YR 5/4 cap 5YR 6/2 Ifs 1 m sbk ds gs if .5 ~ 1.0 5 28-37 5YR 4/4 cap 5YR 6/2 sl 0 m mvfr - - .2 ~ .6 lacks A+4"; presumptive limit is 0" Boring # ~ Boring I~ Pit Ground surface elev. 100.9 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qta. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EtT#2 1 0-11 lOYR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8 2 11-15 lOYR 5/4 c2d0YR 6/2/6 sil 1 m pl mvfr gs lm .4 i .6 3 15-20 10YR 5/4 m2p 7.5YR 4/6 1oYR 6i2 sil 2 f sbk mfr gs lm .6 '; .8 4 20-24 lOYR 5/4 m2p 7.5YR 4/6 lOYR 6/2 sil 0 m mvfr gs - 2 0 j 5 24-30 5YR 4/4 cap 5YR 6/2 sl 0 m mfr - - ~ .2 ' .6 lacks A+4"; presumptive limit is 0" ^ Borin # ---' Boring g ~ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qtl. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2 i I i ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mglL "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. SBD-8330 (R.07/00) Certified SOiI Testing, LLC _ _._ i, ~ - ~ ` ~, w ~... ~ t J 3 ~ ~ __ 3 ~ ~' y ~ ` ; .~ J s ~"'C i ~ ~ o ~ ~ ~ ~ ~a ~_ ~ ,,, ~-, ~ r-~^ ~~. _Q v -'~ s J1 y . o ~------ ~ ~ .~ ~_ ~ ~~ J ~°~ ~ ~ s_ 1~ d ~ ~~ 9 J ~. •//,~ 1 .{ i~~.- i `~ s1 V _ : •-+ V ~ ~ ~ ~ ~ ,- u o ~ / ~`n~, ~:-~ . ~~ ~ ~~ ~{ ;~ ~, ~~ `1 ~~ 0 ~~ t 1 ~ ~J J / e Wisconsin Department of Commerce SOIL EVALUATION. REPORT Page / of~ Division of Safety and Buildings G+~ccordance wi e County ~( ~ Attach complete site p-an on paper n e 1/2 x 11 'nches in size. Plan must include, but not limited to: vertical and h ' o rx:e oint (BM), direction a percent slope, scale or dimensions, north a n I cati and d~e ~ n~pr d. Parcel LD. ©G a ._ ~ ~ ~ ,~,.~,1 ( J ~ P/®ase print all in afio ~IV`~; IX CU Reviewed by Da t e Personal information you provide maybe used for secondary purpos s (Pri~t ~). Prope y Owner ~~ ~ ~ (Q ,",~ ~ ~ F~ pe Location Govt. Lot ~ (~(~ 1 /4 S ~ 1 /4 S ~ T ~ y N R ~ ~ E ( W Property Owner's Mailing Address ~~ ~ ~ Lot # Block # - Subd. Name or CSM# ~37~ ~.T H . ~ Cit State Zip Code Phone Number ^ City ^ Village own Nearest Road ~~ - ~I~w,~, (,(~~ ~oz (715(g -3563 ~ F'./~h` ~ ' ^ Naw Construction Use: ~tesidential / Number of bedrooms ~ Code derived design flow rate ~ SU GPD [+~eplacement ^ Public orcommercial...-,tDescribe: Parent material ~ ©~~ ~'s 4 ~ ~'" / t ~~ Flood Plain elevation if applicable ft. General comments / ti r ( ~ t ~ and recommendations: ~ s~.e 9 ~ e 5 9-~ c~ `[ cicJ i r1 ~ ~ 6 , ~ Sinf'•rr~ ~1 I'e 1~4,,~/ o c,~ C ~ ~O K e --4'~ ~ ~ a- d f'~ O c..c,.. c~ o(~rn~~ T~~~ / Boring # ~ Boring Ground surface elev. ~- ft. Depth to limiting factor _~ in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fiz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 a - ~ :~~~ ~ ~- ~ a ~ ~- ~ - ~ ~ ~ F . 8 ~? l_ ~ ©y(~ ~ ~ io-~ ~ p i / ~ ~ ~ ~~ ~- `y`3P , s« ~l~ - t ~~ a I 1 1 Boring # ~ Boring .,~ L~ L~J' Pit ~rouna surrace elev. -~- n. uepln to nm¢Ing racror r In• Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fE in. nsell M u Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 • ~, © 7 ~3 '_' ~ ^ p1 ~ - ~ ~-~II" it rJ ~ r 2 -> .s 2 oy ~sti1c ~ ~~~ .,C~ J ~' .s ~ l/ L 6~ /t r( o d * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mglL and TSS < 30 mg/L CST e {Please Print) Ski nature ~- CST Number Address / ~) rr D Evaluation Cron/ducted Telephone Number (,t~~~oZ I 7 ~ O ~'C !~J e. /' /rt V a 1~ (,(~` 7 ' 2/ ~j~' ~~a __J~7 ~ ~.6~ R ~ l_'_.~ Property Owner ~? ~ ~ ~ l-ark 1./Q U " ' Parcel I D # Page ~ of Boring # ~ Boring Q p Ground surface elev. ~ ft. Depth to limiting factor ~ in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. S h. 'Eff#1 'Eff#2 /( (( (' r. -/ ~ - ~ ' c ~ ~.r~ ~a ~~ =y i ~- ~ .~ -- ~ ~ s6[c rn~~ ~ jt~ Boring # ~ Boring ~ /•O Q p t Ground surface elev. ft. Depth to limiting factor ~n• Soil A lication 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 b ~,5 ,S •~M~P ~L $~~' 'r r Bo Boring # Ground surface elev. ~' ft. Depth to limiting factor ~ in. Pit Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. *Eff#1 *Eff#2 ~ _~ p~ ~ -F3`' (l..S '~ 11 ~ (tJ~ . S' r. o -38 ~~ $~~-. C Sb t ~ I ~ r o~ 6~~ rr lip. Q'~ c~ oI-GS o 6n f f * Effluent #1 = BODS > 30 < 220 mglL and TS5 >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. SBD-8330 (R.O~/00) r ~I Q ~ ~~ O~V\ ill/~~~C - ~ G_ 6~ " '8s r) ~~ ~~_~~ ~~~ carte ~~I°~ Parcel #: 002-1019-80-000 Alt. Parcel #: 09.29.16.134 002 -TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current CaOwner O - DAVITT, WILLIAM G &BERNICE WILLIAM G &BERNICE DAVlTT 2374 CTY RD E BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description * 2374 CTY RD E SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 9 T29N R16W E1/2 W1/2 SE Block/Condo Bldg: (EZ-U-1117/151) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 09-29N-16W Notes: Parcel History: Date Doc # ~VollPage ~:Z Type ~ 07/23/1997 ~/ ~~~ 964/12 ~ 07/23/1997 ~( 799/464 /~ 07/23/1997 784/492 (a 07/23/1997 486/594 9Af1~ CI IMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Description Class AGRICULTURAL G4 OTHER G7 Totals for 2005: General Property 40.000 7,800 73,300 81,100 Woodland 0.000 0 0 Totals for 2004: General Property 40.000 7,800 73,300 81,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 510 r Last Changed: 06/28/2004 Acres Land Improve Total State Reason 38.000 3,800 0 3,800 NO 2.000 4,000 73,300 77,300 NO 08/25/2005 01:47 PM PAGE10F1 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00