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010-1051-40-000
YVisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division , INSPECTION REPORT [" GENERAL~INFO-"~.?IAA,TION (ATTACH TO PERMIT) I Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermk Holder's Name: City Village X Township Waldean Buildin Partners Emerald Townshi :ST BM Elev: Insp. BM Elev: BM Description: TANK IN FORMATION TYPE \ MANUFACTURER CAPACITY Septic ing Aeration i~ .. TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. vent to Air Intake ROAD ~ / tic ~ Do ng ) ~~ ! ~ / ~ S Aeration Holding PUMP/SIPHON INFORMATION Number Ur'~~.,, , III ~ `, 33 ~,1,...,1s'. ~f~ ' '~Il•GIIIOIII IVGI-1~.1~1I /IP.~ U SOIL ABSORPTION SYSTEM DIMENSIONS SETBACK SYSTEM TO INFORMATION Type Of Syste . ~' DISTRIBUTION SYSTC~AA ~~ ~-r )I Demand ~'t,ti ~ 1 GPM ,~ r~.g tam Head TDH Ft Z -So 3 `f 3 0 Dist. to Well ~ No. Of T enches P/L BLDG WELL ~ Z ywD~ ~Z~~ ELEVATION DATA county: St. Croix Sanitary Permit No: 399633 0 State Plan ID No: Parcel Tax No: 010-1051-40-000 STATION BS HI FS ELEV. Benchmark ~ D p~- ~2. / d r Alt. BM Bidg. Sewer SUHt inlet ~ z ~ o~ •~'~ svHt outs ~, g, 3 ~ 5 - $ Dt Inlet //.OZ Dt Bottom /b•2~i ~o •0 Header/Man. , I I~. t1~ ~ ~ C'Z, ~ e:. System ~ s~ 2,0~ Final Grade ...,_--- St Cover - •S~t. ~"'t"~' ( 1~3 ~ 5 7 y c~ I I'i '7. ~ X' (at1Y171U Header/Manifold Distribution ~ w ~~ x Hole Size tr x Hole Spacing Vent to Air Intake Pipe(s)/ ~ i 1 Di S '3 ( 1 ( X11. Length Dia ng a pac Length p SOIL COVER Y Prctcsurp Svstams ~nlv YY Mound Or At-Grade SVStemS Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes [] No ~ Yes ~ No ~~ COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: D( / 03 /~~ Inspection #2:~~Z~' Location: 1470 250th Street Emerald, WI 54012 (SE 1!4 NE 1/4 22 T30N R16W) NA Lot \t4 c~is+.) Parcel No: 22.30.16.319 1.) Alt BM Description = `~~yE%ti~f~ 2.) Bldg sewer length = ;~~ - 75 ~ /~+~~1~° ~~~~ (~ - amount of cover = .[tL - 37' ~Q_ 3~ ~~~~ "Sewer i5 ~r.g....So~ uJP1:,k. (~..-. ~ie~5 w~-,~(e/ ~,ri -- -~ i j---- - Plan revision Required? [f Yes j] No ~ ~ 3U Use other side for additional information. ,_____1___-~~ ; L_~___ Date I ~ c s Signature Cert. No. SBD-6710 (R.3/97) ~~ Q° ~~~ ~ ~' '~ ,~ /- ~ ~j` ~ 3~ ~ ~~ ~ ~ ~~ ~ G ~~. ~~ ~` ~ ~. ~~ ~~,) L ~~.s L~G~ ~ C-at~Cr A S ~"" _ ~~qu.~~ ti v~~~ -~` Q . 2(0 ~~- ~r^ / `~ c~rlel'~/ `_ c ~~ V S~ 1 ~` - ` I y chi Q L~ ~~~ Y w ~5~ `~~1 l `~ ~`'` I Q ,, i! ~(' ` _ .off ~{ ~ Je..~1aY~~'~ 1~5 PCL 1211212001. 14:39 7152657744 ~~ 10 ,~ ~ ~ ~~ ~~ EMERALD DAIRY l~~Yi.~ ~vL~ l ~~ ~~o ~~k~- n ~o~ e ~r~ v .~, PAGE 03 ~~ x,~TD PS: ~I A ~ jy~+' ~ ' , "~ `y ~ ~\ v ~ ~-- A ~'" ~~~ Fc Y ~~p ~ s r o N w f, ~ n ~ ~j~ ~ .A ~ p ~~~ ! -"' t ~ f ~ n p ~ ~ ~ ~ ~ ~ ~~ j ~ ~ v ' ~' c~v^~ ~ + G ~ ~~ ~ ~ o b "~ ~ ~ j g e~~ '~~ ~ M r- o ~, ~ ~ ~f f ~ ~ ~ ~ ,; ~ r1 P ''" v` j ~ ~ ~ ~ ~ ~~ 1 ~ + n r~ p (~ r • t N ~• ~ ~ s )1 ~ ~~ E J P >~ ~: ~ f f o~ s r ~ y~~ 6 ~_ ~ `~ r N a ~ ,~ s ~ ~~ r~ x b f° '~ ~ ~ ~ ~ .~-~ g ~,'11 +. Y ~ ~p~~~ ~ F i r o~ ~ ~'' ~, N ~ y -' S ~ ~ O ~ N aQ f )• ~ ~ ~~ ~'S F SO t ~ ,-- (~ ~ f ~: o G ~. ~ ~ ~''-. 1 ~~ `- - ,"~ • , i * r -~ ~ I 'vt ~ ~ .- ~~ ~ 1 ~ ~\ -~ ~~ °5 ~ :g f g r ~d r G w r 1 v ~~_ -~, So t^ r `. ~ ~~ ~ ~', ~~~ ~ tp~ 6 N r ` ~' ~ r G G .` v `~ ~ ~ .- ~ ~ ~,,, J r 3 r °~ ~j o ~' °d'' f ~~ N f ~N ~ o J r r~ ._~ f x a ~ ~~p ~ b G _ .--~1 S u ~~ d r N S~ } ~~ G `~ F S ~j J' r~ N r ' p G i ~ ~ ~~ emerald\EM-STDRM.DWG Fri Feb 16 i5:37:54 2001 ~~ a i~ ~~ ® TREE LINE ~ ~ s ' v ~ ~ ~ r'_ ----r g~ N~ R 99 I I ~NQ~ ~Z ~1~1 f ~~ ~~\ x ~ I I I vp ~Oj~"' 'S~ ( ~0 ~, ~ _ I ~ - - - - - - I I I I ~~ I ~~ ~ I I 4} ~ r ~ I ~ a ~~ ~ I I ( 4~4~ ~ ~ ~~ ~ ~ I I ~~ I B III ~ ~ I I I ~Oj ~ 8v ~~~ c P I ~~ ~ ~ I I - - - I - - - - - - - ~~~ II -- r---------~ ~I I~ ~m i i ~'~ ~ ~ I 4~ ~~~ ~ I I ~ ~,., S~ I I ~m ;e$ ~~II I ~ ~~ uI ~~ I ~ u~o c o I I ~„ ~I ~ ~ ~i ~ I ' I I I gN~ i I I ~ I I C ~_ ~~ ~mt~n I I I ~~~~~. - __ z~~ it i I ~\ I I ~' ~ II '~ I I II ~.! ~ I I I,; I I I I ( I I u'~~ I ~ ( I ~ I g III ~ ~'~ I I ' I I I I I ~~^c~ I I ~ ~9Y I ~~~ I iomo I i ~ ~~~< I I - ~~a I I Qi ~y~v III ~ n ~~~~ I I g ~ ~i I I v ~O 4~~= n v L . N~=+ ^ ~ I ~g~~ O OC A~czi ~ ; N o ~~ ~~ ~~ ~~ ~~ ~ I I ~ ~ Off' ao~~ a N I z~~ ~~ 2~N ~ I F ~ '~ "~ ` \ DDS 2~N D r -- - - _~. ~~;~ ~~Ao 0 f ~~~ • Safety and IIuildings Division County ~ i ~ 201 W. Waslilngton Ave., P,O. Box ?162 S ~ % x, ~, ~S''~'®~~ jn Madison, WI 53707 - 7162 Site Address ~ ~ y ~Q ~, " `~~ De artm~nt of Commerce S p -f- j j~~c c~ Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ~j ^ Check if Revision ma be used for second oses 1'rivac I.aw, s13.04 l m I. AppNcation Information -Please Print All Information State Pi~n~~b. Nta~m~ r (~ ~7 v Property Owner's Name Q eQ Q ~- ~ ~ ~~ Parcel Number L Z. ~v. 3~ Property Owner's Melling Address ~(,° ~~~~~` fE Pr Location `~ 7 - a~-~ O '~~ _ Y_ V SI /1~E ii • S 22- T ~? N RT~ ~ City, State Zip Code _____ _ •~ one t~aa;pr9fr ') r<I`1(imber Block Number X ,~ .. .~t ~'~~ -.~F Sii ision am~orw~ ~-p~alc~Garl r II. T ' '-heck all that apply) ~ 0 t*'^~ P avl. ~. - ~• . City ~r ~ ~~~l (~~ ~ Z~3 '~ ownship ~'a~ h ^ 2 Ca - ~ •~ f S Nearest Road -- -~-~o - ~v 2so~~ z~r~c ~ ~ 7/.S- ~ ( Bering scheme for lrtternal use). Complete line $ if applicable) 1 ~J "'" ~ 7 r ~ /~~ ~ T rent of 6 ^ Addition to P'or County use ~~ Existin S stem ~//jj~ / `~) umber Date Issued Y ~ cCJ(J/ (,/~ l~~ - L J, ~ x scheme is for Internal use) ~, 47 ^ Snnd Filter SO ^ Constructed Wedarxi nk 48 ^ Single Pass 31 ^ Drip Line eatment Unit 49 ^ Reci'rculating 30 ~ Other .rea Soil Application Percolation Rate System Elevation Final Grade Rate(Gais./Days/Sq.Ft.) (Min./Inch) Elevation VI. Tank Info Capacity in Total Number lvianufacturer Prefab Site Steel Fiber Plastic ~k d l "C Concrete Constntcte B ass laltons Gallons of Tanks New Existing 1/t/ k ~~ T k T an nn t( s a So d or Holding Tank^ LSD _ "7S O Z "" / looms I no ! 45'"' Dosing Chamber p O f"1JT E.$, ~t,/"` ~'~ VII. Responsibility Statement- I, the undersigned, ere onsibilily for installation of the POtiV1'S shown on the attached platy. Plumber's Name (Print) PI is S M PRS Number ~ Business Phone Number '~ ~~ ti~ ~ Ib~-- ~~ ~~ ~~s-b~L-~I ~~ Plumber's Address (Street, City, State, Zip Code) ~ ~ J~v ~ SS~73,6 ~ , ~ [~~~. /LZ~ ~ f o ~ , t1 r I urn"" ~ I VIII. Count /De ar ment Use Onl Approved ^ Disapproved Sanitary Permit Fec (ihciudes Groundwater Date Issued Is eot Si nature (No Stamps) ^ Owner divan Initial Adverse . Surcharge Fee) ~~ ~ ~ ~ D ~ /2 " ~3 p 1 ~. Detetminadon IX. Conditions of ApprovaUReasons for Disapproval '' t;.~ o`yss. ~~~ r~~1A~,,hrge~~1''µ1t.~ft'id2h~aCN+ole~rm{toa.+)IS ~cr ~Hi~ UN.t•I~v t .[S([)~~ vik I~.1`'/C[~~I~~~R' P f ~ ` r -11,.e w..aH~ S, i,c-ta,~ua.r rt.~owr,Nu. ~) ~~ tu.u c Kag1u,#ata..oE~w p.ocoraluKU .~ift.'~k.c sp..,7.FcG.a,~S ~~ \"~t. ~O~/~~S bwv5-f' GaG [~t{+I~e~ kctax+/r~ "~l,.c S~•(,a 4.~roiee'~p/c..t~S li{f.~~ltoc~. u~ jvlnvLJra [K w N~cKtio do `il1.t. dF~i~. tkcfi'~+°'~.lwloi~ZltstK¢ w~l("6>rf °IxtA.•~ ~6~lot.,ee.ltiis~ l~f~g L5~ -Kpb i~, .'LP> ~o• S ~. a 5 ~V ~~-'t'~a_'sw~rlaet~ complete plena (to ttNhe County onto) for the system on paper not tea: t n 81/2 x 11 !ache Ia a C ~ F "c''t+~n~ ws~.sl~i 1'... Co~lw~~'S N.i,.~l ~t1..V N.. 5y, w.A/~Q Ofw~r s(~,~ -F.fwy t?9C S~Y.'1 d~Vlilsv+.c CB)3-6398 (IZ. OS/O1) ~l ~ 0~ (V! ,.. ,f ~ ~ iscons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce. state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Acting Secretary November 15, 2001 CUST ID No.10947 ATfN: POWTS Inspector JOHN J WEBER ZONING OFFICE HURLBURT HEATING & PLUMBING INC ST CROIX COUNTY SPIA 1227 E PROSPECT 1101 CARMICHAEL RD DURAND WI 54736 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/15/2003 Identification Numbers Transaction ID No. 690191 SITE• Site ID No. 181735 Emerald Dairy Please refer to both identification numbers, 250TH Street above, in all cones ondence with the a enc . Town of Emerald St Croix County SE1/4, NE1/4, S22, T30N, R16W FOR: Description: Commercial (Dairy)/ 3 Bedroom Residential At-Grade System -Revision Object Type: POWT System Regulated Object ID No.: 815508 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "At- grade Component Manual Using a Pressure Distribution System for Private Onsite Wastewater Systems" SBD- 10570-P (R.6199) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (8.6/99). 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the at- grade manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The plumbing for this project discharges to a private sewage system. The approval covers only domestic/sanitary wastes directed into this system. The Department of Natural Resources must be contacted regarding the treatment and disposal of all industrial wastes. • State and federal regulations prohibit the discharge of hazardous wastes to a private sewage system. Accidental discharge of any hazardous substance to a private sewage system must be reported to the Department of Natural Resources or the Wisconsin Division of Emergency Government. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required JOHN J WEBER Page 2 11/15/01 • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal aze prohibited. • Comm 83.42(8)(c}. Frost Protection. All POWTS components shall be protected from freezing temperatures that could detrimentally affect component operation to provide wastewater conveyance, treatment or dispersal. Wisc. Adm. Code. See Comm. 82.30(11)(c). for construction limits, methods and procedures. • 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). In addition, 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. • 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A Sanitary Permit must be obtained from the county where this pcoject is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of constructionJinstallation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, v Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us Fee Required $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 WiSMART code: 7633 RE~~ j~ ED Emerald Dairy - At-grade System NUV 1 ~ 2001 sA~~~ Revision to Transaction # ~A 7 ~ z z~ BLDG3 p~~ 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: At-grade, SBD-10570-P (6199) Pressure Distribution, SBD-10573-P (6199) Location: SE 1/4, NE 1/4, Sec. 22, T 30 N, R 16 W Town: Emerald County: St. Croix Date: November 12, 2001 Owner: Emerald Dairy, c/o John Vrieze Address: 987 200th Baldwin, WI 54.Q~~~"®©rF.~, ,, ~, ',, Engineer: ~A W b~ ~ ~9 w i Signature: ~~ r °® .~ License # WI PE # 2739°- ,aD a Attachments: 6748-Plan Approval Appl~eation SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: plan view, system cross section 5: lateral detail 6: pump tank exit detail 7: pump curve 8: system management Conditlvnally /~PPRCJVED ~o~~Paoa~n~sEnN~tTa~F CO tt,p~ SEE CORRESPONDENCE page 1 of 8 . ~ - Design Criteria ~'~• • Wastewater Contaminant Load: 30 mg/L < BODS < 22b mg/L Anticipated septic tank effluent 30 mg/L < TSS < 1 SOmg/L Fecal Coliform > 10,000 cfu/100 mL Estimated daily load = ~' Z ~ gallons/day hydraulic load 14 FTE x 13 gpd x 1.5 = 273 gallans/day design flow 3 br trailer x 100 gpd x 1.5 - 450 " Total design flow = 723 gallons/day no floor drains or other loads to system In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold/header length Drain-back Lateral length Z @ Lateral elevation .~ Design Calculations ~ •~~ gallons/sq. ft. per day ~, 3~ in. > t, o m. ~.\ ~ 32- ft. of Z in. ~'~ ft. of - in. ~ ~ • ~ gallons ~' ~' ~ ft. of ~ in. t ° Z• ~ ft. @ bottom of lateral Lateral hole size ~l ~ in. @ ~ti • ~' in. ( Z • ~ ft.) Spacing ~~ holes/lateral ~ F• holes total Lateral volume z~• `~ gallons Total lateral discharge rate ~`~ ' g ~' gallons/minute @ 2-~ ft. head System loss cfl,~-~i ft. Elevation difference ~ ~ a ft. `~,~~~~04 -~ Friction loss ~•~~ ft. @ `~ ° gallons/minute Total dynamic head z ~ }~' ft. -"' Pump/sip~on `'~ gpm @ 3 ~ ft. of head Manufacturer ~~ ~ ~ ~--~-~`z ~ Model # S H'~-•~ Sb Dose volume ~ ~ `~' 1 gallons Liftlsiphon tank `'" ~ ~~ ~ Zap gallons Septic tank W ~ ~~•"' ~~~ ~` ~ ~'~ ~ ~~~ gallons ' ~ ~ ~ ` ~. ,~ ~ (a - ~ ~ 1 Effluent filter ~. '. `~ " `- '' "- a.._. s ~~ ~,-t ~ Measurement pump on and off S ~ 3 in. Height alarm from tank bottom ~ 3.3 in. Reserve capacity ~ ~' 3 + gallons specs.calcs.commercial Page ~' Of ~ ~ ~ ~ v ~.-- A ~~ ~~ € c _.__ Y t o A ~ w d ~ ~ ~° ~ '~ ~ P ~' ~ x C ~j.. t N i ~°S y;~ j ~(~ f v ~' }~' \ -{~ ^ -~ G r r r' T / ,C N, ~ C G 1~ - f ~ M ~ ~ ~ a ~~ F ~ °~ ~ ~ ~r P ~" v` j ~ ~ ~ " f /~s ~ ( l_ p ! t 6 ~ s J ~r `P ~~,~ s ~ ~~ ~ • I ~, ~' ~.~ ~~ ~ i~ ? ~i I 4 Y 1 r~ ~~ r r 0~ ~ , ~~ N ~ ;r, t ,~ f J ~~ ~ N ~, .Q c ~~ aS F 4° t ~ " ~ ~: ~ ~~~~ ~~ "~-~ n ~ ~+ `~ .P G P ~~~ -l~ 1 ~ o~ r .r1' y~~ 0 s P So !^ r x ~~~ ~ f ~ ~` ~' , ~ ~ ~ t F 6 ~ 'G ~ ~~ ~ ~ r ~ G v r `~ ~ ~ ~ ~ ~ ~,,, ~ J r 3 N r ~~ °5 ~ :g ~ N ^~ d Lj 1 Y' r G r s ,~. / `i ~ 0 !~ !: 6 G O N N ~ J. ~ ± t r ~r ~° , ~N f ~N f ~ I~ ~.. t ~- r i ..~ o ~ r G _ .~-~ ~ a ~J l ~~ er 7`~ ~1' ~~ 'S G F f ~j ~~ Z r~ r ~,, / L i ~ ~ ~JJ C T^^ T 1~ ~ ,,,,or S ~- a.,,,, cam, o x ~ ~ ~.: ~ ~ ~• 5~ ~.~~ z~.~a~~~~~~ _~_._ s ~ ~' IS g,c~' 5~ t~}4~.u' ~ ~ 2' ~-- .___ a ~' I~~ o ~ o ~ o bso,,,,,~~.:~~ ~ w ~ t ~ ~ Q.. ~,..: I ~. ,/4~ „ b C~-- +.~ ... c '~~' ~' Fabric - Observation Wel { ~ S o' Distribution Lateral I2 ~~ .~~~~~,~~ 2~~ , Soil Cover ~1~ dot .~ ~~~ L ti c.v ~ O'i . Z. Ohl z4' l 0~ 0~12.vatto~, w.Q.~~ C~•st~ ~°~~« ~~ ~ ` U ~; Z~' -a, .., ~ . . ~ ~,~ V C, So~ 4-0 ?1`~ Q V ~ t~ ~ ` • z.. p \1C, Soh 2.0' ~ 1.0' `I.o' I 't.0~ I ~-l. • o ~ ~'~ ~p it •~ ail ~ 4 ~ ` v ~ c boo ~. W. JQ.t w. L+~ 1 ` a ~;~ ~, ~ d ~~ ~~ o.. "~4~ JG.1~ 'S-~JZM.~ ~.,,,., ~+~, , . ~ { Yr O ~-. Q~M.~ E'J ~4 b' t! C. ~^ r~ ~.. ~ O a -. ..~. .~ r ~. 'i~~C.I. ~,c"JT PIPE ~ 25 ~ ROM DOOR, WIFJCOW OR FRESH AIR I~JTAKE ~~ ~ } ~~Q.~ 0.'1 err- V E A; T C A P WEATHER PROOF JUIJGTIOA.1 BOX `Z1 Z~~_ ~~ ~o~~ APPROVED LOCKIA7G MAIJHOIE COVER. ~/ W A2N~N I ~ `.AQrs~ GRADE I ~~ ¢~e~u ~ y1V l I 4 w 11~ I COWgUIT ~-- ~ ~~~~ ~~~~ ~` ~11~ PROVIDE ~ ----- T AIRTIGHT SEAL. ~ I i ~ ~ I ~ ~ ~ ~ ~~~' ~.'6'Sl?(L'~LT 33'x'" I I ~ I APPROVED JDIUTs I III Wf PiPE `, k- ,~ ` el- ?f`~o `{ ~~// I II ALARM EXTEAl01uG 3' r. ~~ I I OAITO SOLID SOIL ~ ' ~, Q-, o ~ I I ~- - . w. ~ I oti ., 1 ~r.~ ~~ V ~ ~A. 4- y~ ~J i I R S~ ~ ` ~/ ~ ~ H __~ a ~Q . PUMP -.~ OFF . . ,.ca>.~~~ DLOCK ~~'S ~ ~10~ . ----~--- .--- ~ 5~p l ~N~`~ .~.r..^ ~- ~~ ~-~ 9 a" x 431" ~Z~ U .Q ~~ ~.,:~X ..;~ ~3~~ ~~~~ ~ ~ ~ a 4 ( Pump Characteristics PumlMoforUrit~ ~ -Subtne+dblo Atosuol Models ' SO M 1 tH? M3 Na MS Astosaeric Models AI A2 Horn wt' 1 2 I Fell dead A t lS.O ~ 7,6/7.t 3.1/l.l 1.6 1.2 Molo+ i e Co eq!ot 5tert 3 6 i R.DJM. 3450 Dfiese ' 9 J! Voh a 115 168.230 Z08•Y30 ~b0 S1S Merwoi Mv/el (100 M2 Ml3 M4 MS auteJnorls Mwels A2 Hetu wet ) blllwdAm s ,s.t.;rs.r s.o/s.o 2.6 1.4 Moles ! Ca edter Stert 3 i RPM 3110 ' Plwte 10 3$ Yott~ 1 ?OA-130 20t1•2k 460 5T3 Karts 00 ie ecaturl 149 f May flufl itch . MU~AA 0!9 n tnsulctbn t ( ~ qns 1 Qic~cMt a Site 7" NPT Std. kHds Meftdle 3/4' UtNt Wo' ht S8 bs, t50) L 651bs. 1100) ', Fo~et coed I' SY, 14/3, S1TYI•A~ 230Y, 10, i; ~ 5TWA; 3a 16/1, STW•A, AU cords 30' ad, vrlrM 30' s>or, Materials of Construction Heede Sroidess Steel ~ tub i<oting Oil DielottrG OII ~ Noia Mousi/S Cost lttls PYrlp Cofing CCIt Irel ~ S~eft Stowlus Steel { Methoekol Shai, Srol ~ Sao! laes: Carbw!Cerantlc Swl Body: a.ass Sprlop; Sreieless Stet) Belewc botsa-N krpelor Enginew-c TkermepMsSiJ Uyow /wnrsg { Single Row Idl Beosilg tower &wing I Sinik Row Idl IeaLg I lotrem Pkte Poiyest/i Cceted Steel 175~tl12r5 St01idf75 Sled legs Fn;Jneered ihersnepiestis Sq ~~a ti~uj~d/ ~;.i Performance Data ~~ JVr IVV I I ' 24 80 i •--~,~- •~• { f 8 tt' 60 .... ~ $NEF I )i} .. _.._ _ , i ~ ° ~ ~ SHF f50 c r ,~ ~~ ` ~ .... ~ i 1 0 0 .... ~ Capauty•U.S. G,P.A4, G 20 40 b0 80 10 0 U)crs/Secotsd 0 _... _._._2_. ...... 4 6 I I Told HtSOd tlret) 16 ZS t 35 45 5S b5 T5 4p ~ cal _ {s • 1.6 la.l 1~.1 lb.a • •le.s zi.~ ~ zT ~ 1/2 HP (US GPMI 63 SS ~ dl 35 lb .- 1 NP (U5 GPM --- e) 81 14 bS SO 32 _ • 0 tl/s! ~~ - 5.5 i S•I 4.1 4,1 3,2 ~ 1A ~ G Dimensional Data 1 All d;rrlGtli iGn9 in it]CnY b. 2. Component dima~,acxs may very+~. 1r$ ~ncn. 3. Nut for cbnstnJC?ion purposo& Uhl®SC :Fn,hryl7 a Dirrbngiond antl weights are aps'roxirnato. 5. W4 rs)t:ervsi mc+ •igM fo •nNke revisicns to our products and tnuir sp©c~flc, eons wiu,ou; ~wtice E. 1"lorst awilch !rutrmn•,:r. rnr;~cSe,~ only,` ; re'' rJ ~N1{rt.......: ',, ~0. :. ~; { •• uii,w 1.p. it .. r.: ~. v,a.... . ~. ..~...., J,rlf aSr~, P:d, ,,, u n fJ'.+i nGIJVeL; ~U:L 114 i1.: '. .n i..,... .. , ;.. A.D,.. ~ I i. ~... ..,. I ~ ~ sNiFS4 5HEF 100 ~ i ~~ HYOROMATtC~' 1840 Baney Road Ashland, Ohio A4845 ~„'~,",m Tel; (419) 285-3842 4 ~~~ _.- ~a~ ~ ~~ ` L ` ' 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 homeowner, and the homeowner 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, Hurlburt Plumbing, 715-672- 8190, 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 pump tank or compartment to allow a dose to be accumulated, a pump and controls, 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 residential 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. Maintenance I . The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended, and 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. !f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within I S' 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. l 0. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, pump 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 residential systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 J' Wisconsin Department of Commerce Division of Safety and Buildings lJRICINlAL SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code 1387 Page 1 of 3 Certified Soil Testing ounty Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must St. Groix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. , percent slope, scale or dimensions, north arrow, and location and distance to nearest road . ~ ~ ~ ~ , ~ ~ , _ ~ , ~*t}p Please prinf all information. Re 'wed Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ` ~ 3 ~' ropey wner / ropey oca +o ~ ~~~~ Emerald Dairy / Govt. Lot SE 1/4 NE 1 g 22 30 N R 16 W Property wner s ai +ng ddress John Vrieze, 987 200th e/ ~% ~ . 3,~ . S>- Lot # Block me or CSM ~ ~ ~ " O ~liZ!/ (.t'/~ City State Zip Code hone Number Cit Village Town Nearest Road Baldwin ~ WI 54002 715-684-4770 Emerald 250Th St. ~ New Construction Use: er o e ro derived design flow rate GPD Replacement Public orcommercial - Describe:l4 FTE _> 273 gpd Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install 5' x 110' effective (7' x 110' overall) rock unit at-grade system w/ laterals following 102.2 contour a Boring # -Boring ~, Pit Ground Surface elev. 102.3 ft . Depth to limiting factor 38 in. Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-7 7.5YR 3/3 - sl 2 f-m sbk dsh cs 1f/m .5 .9 2 I 7-24 7.5YR 4/4 - sl 2 m sbk dh cw 1f .5 .9 3 24-38 5YR 4/4 - sl 0 m dh cs - .3 .5 4 38-60 5YR 4/4 7.SYR 5 3 f3f 7.SYR 5/8 sl 0 m dh - - .3 .5 r -~ occasiona gy s+ s coa s on pe s e ow ^ Boring # _` Boring Pit Ground Surface elev. 102.2 ft. Depth to limiting factor 38 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dift~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 i 0-8 7.5YR 3/3 - sl 2 f-m sbk dsh cs 1f/m .5 .9 2 ~ 8-26 7.5YR 4/4 - sl 2 m sbk dh cw 1f .5 .9 3 ~ 26-38 5YR 4/4 - sl 0 m dh cs 1 m .3 .5 4 38-55 5YR 4/4 f2d 7.5YR 5/8,513 sl 0 m dh - - .3 .5 -^ occas+ona gy s+ s coa s on pe s e ow Effluent #1 = BOD_ > 30 < 220 mo/L and TSS >30 < 150 mq/L * Effluent #2 = BOD < 30 mg/L and 7SS < 30 mg/L J - o - ame ease not +gna ur . um er Henry F. Grote ~ 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54 5 8/17/2001 715-233-0398 ,.~w_.,._.. _._ • Property Owner Emerald Ddiry Parcel ID # Page 2 of 3 ^ Boring # Boring Pit Ground Surface elev. 101.2 ft• Depth to limiting factor 37 in. Soil Appliption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-7 7.5YR 3/3 - sl 2 f-m sbk dsh cs 1f/m .5 .9 2 7-18 7.5YR 4/4 - sl 2 m sbk dh cs 1f .5 .9 3 18-37 5YR 4/4 - sl 1 m-c sbk mfr cs - .3 .5 4 37-55 5YR 4/4 f2d 7.5YR 5/3 sl 0 m dh - - .3 .5 occasiona gy si s coats on pe s e ow ^ Boring # Boring Pit Ground Surface elev. 101.5 ft• Depth to limiting factor gg in. Soil Application Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots P p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-8 7.5YR 3/3 - sl 2 f-m sbk dsh cs 1f/m .5 .9 2 8-20 7.5YR 4/4 - sl 2 m sbk dh cs 1f .5 .9 3 20-29 5YR 4/4 - sl 1 m-c sbk mfr cs 1f .3 .5 4 29-38 5YR 4/4 - sl 0 m mfr cs - .3 .5 5 38-48 5YR 4/4 f2d 7.5YR 5/3 sl 0 m mfr - - .3 .5 occasional gy si s coats on pe s elow ^ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P f' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. C.,~-,,~-~. ~- ~lr.~ _ ~~a- e r ~ ~ L~~ ~~Y°~- Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " E s _ _ _ _ _ _ - _ _ 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 Soil Testing k t rf ~ ~ ~ f a~ 1 v {. lit ~ l ~ i ~ ~ o; C g~ ~ eR Oop o ~ ~ j} 3 Ml 1 c~ ~, ; y ~~ a ~ I a ~J ~ ~ 3 ~ f o ~ P ~'.a e ~ ~ i ,~ v ~^ 0 ~ ~ I t ~ ~ 3 .~ a' ~ ~ ~ ` ~ ~ 3 ~ ~ I ~ ~ ~ r .~ ~/y A rn fJ ~ ''~ ~ sV M ," f ~ S C U r~ ~ ~ f I ~~ ~ /T 5 ~ ~° c~ .~ ~ ~ i ~ ~ 1v ~ ~ y r ~~ ~ ~ N ~ ~ a ~ S (~ ~ o ; ~ u I j ,~ " x ~~ i 3 __cY -% ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~^~(~ ~~ ~ • 1 ,~ ~ 7 ~ ~ ,, T ~. ~ ~-- - ~ ~ ~ ~~ ~ ~ o ~ ~~.~ t ~• 5 d J' ~ d ~ ~ .~ l N ~ ~V Z .~o ~~ # M ~.,~~ x ~ ~ " r - >. ~. ~ _ ~ .. , r URIGINAL ' ~ ~ SOIL EVALUATION REPORT Wisconsin Department of Commerce -Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code -~~~-~a~ 1387 • Page 1 of 3 Certified Soil Testing ounty Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road . . . 010-1051-10 Please print all infor ~~ R "wed y Date Personal information you provide may be used fo e ~ ses T L~avr, sf .04 {t) (m)). Z ropey caner O Emerald Dai ` RE~~~vEO r e y of `'6vt oca lon ~ ~ ,pct 114 NE 1/4 S 22 30 N R 16 W ry . Property wner's ailing A ress L Block # Subd. Name or CSM John Vrieze, 987 200th ~, c (`' F' (~ h 2~Q~ ('s' ~,_ _ City State 'p de Phone~~ly~fX ! Cit Village Town Nearest Road Baldwin ~ WI 71 ~9~- 1~ Emerald 250Th St. \ h ^- 1'\ / _-- - - _ ~ New Construction Use: Resid taV er of Qoj Code derived design ow rate __ Replacement Public or e ci K~ ~e cr' : 4 FTE _> 273 gpd Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install 5' x 110' effective (7' x 110' overall) rock unit at-grade system w/ laterals following 102.2 contour Boring # -Boring ~ Pit Ground Surface elev. 102.3 ft. Depth to limiting factor 38 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' j in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 ~ 0-7 7.5YR 3/3 - sl 2 f-m sbk dsh cs 1f/m .5 ~ .9/ -~~ 2 I 7-24 7.5YR 4/4 - s! 2 m sbk dh cw 1f .5 /, .9 3 . ~ 24-38 5YR 4/4 - sl 0 m dh cs - .3 / i 5 ~ 4 i 38-60 5YR 4/4 f2d 7.SYR 5 3 f3f 7.SYR 5/8 sl 0 m dh - - .3 ./ .5 / - - ----rt- I I I occaslona gy sl s coa s on pe s ow Boring # _ Boring ~/; Pit Ground Surface elev. 102.2 ft. Depth to limiting factor - 38 in• Soit Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/it= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 _~ 0-8 7.5YR 313 - sl 2 f-m sbk dsh cs if/m .5 ~ .9 ~ 2 ! 8-26 7.5YR 4/4 - sl 2 m sbk dh cw 1f .5 ~; 9 ~ 3 . ~ 26-38 5YR 4/4 - sl 0 m dh cs 1 m .3 r 5 / 4 38-55 5YR 4/4 - f2d 7.5YR 5/8,5/3 s1 0 m dh - - .3 ~ i .5 ~ ---- - _"- occaslona gy sl s coa s on pe s e ow Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L ., ame ease rmt tgna r um er -lenry F. Grote ~ 222774 address Certified Soil Testing Date valuation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 8/17/2001 715-233-0398 Property Owner Emerald Dairy Parcel ID # 010-1051-10 (--~ _ ~ Rnrinn Page , 2 , of ,3 U Boring # pit J Ground Surface elev. 101.2 ft• Depth to limiting factor . 37 in. cture Consistence Boundary Roots Str Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture u Gr. Sz. Sh. 1 • 0-7 7.5YR 3/3 - sl 2 f-m sbk dsh cs 1f/m .5 ,, .9 ~ 2 _ 7-18 7.5YR 414 - sl 2 m sbk dh cs 1f .5 ~ .9 ~ 3 -18-37 5YR 4/4 - sl 1 m-c sbk mfr cs - .3 ~ .5 ~ 4 37-55 5YR 4/4 f2d 7.5YR 5/3 sl 0 m dh - - .3 ~ .5 ~ -----~-- i I occasiona gy si s coats on pe s e ow Boring t~ Boring # pit Ground Surface elev. 101.5 ft• Depth to limiting factor - 38 in. Soil Application Rate Horizon ~ Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 i ~ 0-8 7.5YR 313 - sl 2 f-m sbk dsh cs 1 f!m .5 / .9 ./ 2 • 8-20 7.5YR 4/4 - sl 2 m sbk dh cs 1f .5 / .9 ~ 3 20-29 5YR 4/4 - sl 1 m-c sbk mfr cs 1f .`I ~_ / ~ b`y~ 4 ~. 29-38 5YR 4/4 - sl 0 m mfr cs - •3 / .5 / _ ~ 5 j 38-48 5YR 4/4 f2d 7.5YR 5/3 sl 0 m mfr - - .3 ~ .5 -- l - occas(ona gy si coats on pe s ow ^ Boring # _~ Boring Pit Ground Surface elev. ft. Depth to limiting factor in• Soil Application Rate tion cri D R d Texture Structure Consistence Boundary Roots P Horizon Depth in. Dominant Color Munsell p ox es e Qu. 5z. Cont. Color Gr. Sz. Sh. ~ - 1 I I i I _-~ l i I, I Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Certified Soil Testing i~ 0 0 9 } .~ ~ ~ ~ ~ rJ N , /`~ } ~~ 9 ~~ a .r `~ S ,~ ~, ~ F--- 9 ~ J (;,m ~ 4 5 ,( " ^8 ~,) J '~ N M r d ~~ P ~~ ~ ~ ~' ° S j s ~ ~~ 0 i * ~ ~f i// ~ ~ ~ b o C ~ ~ ~ o ,~ ~ ~ r^J ~~ ~ ~ a a ~ e ~ a 4 ! t 05 ~ ~ 3 so I ~~~ ~ f ~ ~ o f ~ ~, M s r~J 1 U fi ~`~ ~ 9 ~ ~ ~ a .~ S a o 1v ~ r ~ N N ~ ~ a ~ J o ~ 0 ; 9 q v ~ ` ' r' ~ .• Y ~ << d ~ ;s, ; ~~ ~ .~ ~ # o ~y ~ ~ t ~, ~ .( J ~~~ 1_ ~ ~ ~ .~ 4 ~ f `~ ~ ~ l~ i~ y .~ PJ 9 _ } ~O~ J~ ~ J _ f A ~J s ~~ _$ ~ ~~ z ~ ~ d A 4 ~ ~i ~ .. , 1212001 4:39 7152657744 EMERALD DAIRY Emerald Dairy, LLC Phone: (715) 265-~~ ~. s 2487 County load G Fax: (715) 265-7744 ~meral 'WI 540 ] 2 ~-mail• ~otmilk~?a baldr~r~n t e~coxn,net Rod Edinger Following please £tnd a schematic of the trailer design we'll be puttian$ at Emerald Dairy II. This facility w711 only be used for my employees and it will not be used for ~fJr~uversity staff' or students. It is my intention to build long term employee housing within the next several years that will eliminate the need for this housing. If yvu have any questions please feel ,free to ca11_ Thanks, ~~ ~ John Vrieze PAGE 02 1211212001 14:39 7152657744 EMERALD DAIRY PAGE 01 Emerald Dairv, LLC 2487 County ~.aad G E~exaxd, ~,T~ S4Q 1 ~ ~;-~~~i_ ~Qtann;ilk a,b~~dw~n-tel~~a~_~et ~~~ 1`+Tu~~~er ~~' 15) ~~~~ i`?~4- ~rc~m : J©hn V ~i~z~ '~"o~~~ ~~~~s i~~cl~~.i~~ this p~.g~: +~errr~p-y: -- - Page 1 of 3 Rod Eslinger . From: Greg Timmerman Sent: Wednesday, December 12, 2001 1:21 To: Rod Eslinger Subject: RE: Sanitary permit for Emerald Dairy II It now looks to me like the presence of the students is quite ancillary to the dairy operation and would not need additional permits under the described scenario. The mobile home would appear to be permitted under 17.15(1)(a), via 17.14(1)(b) allowing single family residential dwellings, at least temporarily. -----Original Message----- From: Rod Eslinger Sent: Wednesday, December 12, 2001 12:43 PM To: Greg Timmerman Subject: RE: Sanitary permit for Emerald Dairy II Greg: John V. is going to fax me a letter this afternoon regarding the use of the purposed mobile home. He indicated that he plans to use the mobile home for his employees only and fhe MH will only be located onsite temporarily (2-3 years) until he can get permits from the county to construct an apartment complex (currently this is not allowed). The U students will have fwo areas (as John put it, well accommodated rooms) on the second floor where they can rest, read, or study. John reiterated that the U of M vet. students may stay occasionally (once a week- this is not known at this point) in these rooms. He said the students will not be doing any hard labor. He also poinfed out that he does not want to risk a conflict among his employees and the U's students so that's why he wants his employees in a separafe building. Therefore, knowing this I feel a little more comfortable with this situation. What do you think? He is not worried about going back to the BOA regarding the governmental use- he was before with aU the controversy. It is still unclear to me when this facility/use would need to apply for a SE for a govt use. Rod Eslinger Zoning Specialist Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386-4680 Fax: (715) 386-4686 mailto:rode at7co.saint-croix.wi.us -----Original Message----- From: Greg Timmerman 12/12/2001 Page 2 of 3 Sent: Wednesday, December 12, 2001 9:24 AM To: Rod Eslinger Subject: RE: Sanitary permit for Emerald Dairy II Yes. Come down whenever you want to. ____-Original Message----- From: Rod Eslinger Sent: Wednesday, December 12, 2001 9:17 AM To: Greg Timmerman Subject: RE: Sanitary permit for Emerald Dairy II Can we get together this morning? Rod Esringer Zoning Specialist Zoning department 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386-4680 Fax: (715) 386-4686 mailto:rode a~co.saint-croix.wi.us -----Original Message----- From: Greg Timmerman Sent: Wednesday, December 12, 2001 9:06 AM To: Rod Eslinger Subject: RE: Sanitary permit for Emerald Dairy II We better get together and talk about this trailer. Under the present SEU permit, is the trailer allowed? Are there going to be students there 2-3 weeks at a time continuously? And so on and so on. I could meet almost anytime the rest of this week. -----Original Message----- From: Rod Eslinger Sent: Wednesday, December 12, 2001 8:56 AM To: Greg Timmerman Subject: Sanitary permit for Emerald Dairy II Hi Greg, John Vrieze's plumber has filed a sanitary permit with us to install a private onsite wastewater treatment system (POWYS} on the property he acquired from Dorwin (now under the name of Waldean Building Partners, LLP.) The POWYS was designed for his employees (which is fine) and a mobile home that the U of M vet. students are going to live in during their two to three week residency at the dairy. Original, the students were going to stay over night in rooms in the 12/1212001 Page 3 of 3 special needs facility. Do you see any problems with the Vet, students living together in a mobile home onsite? I am not sure if a group of unrelated persons living together meets the "family" definition in the ordinance. FAMILY: The body of persons who live together in one dwelling unit as a single housekeeping entity. I am looking for your legal opinion on this matter. Maybe I am being too cautious but that's ok. Nevertheless, you know that the citizens that were/ are opposed to the dairy will be calling as soon as the mobile home shows up onsite. Otherwise, see ya on the court on Friday. The dawgs in this suite are getting a bit restless. Thanks for your help. Rod Rod Eslinger Zoning Specialist Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386-4680 Fax: (715) 386-4686 mailto:rode@co.saint-croix.wi.us 12/12/2001 ' ~ ~09/~25/41 08:29 FA% 715 672 5494 HLiRLBURT HEATING ~ 004 s 8/oD ~crnv 1~:J~ F9S. 71s ae8 3$A8 sr GRt C4 aANING ~OD~ r sx radix co~ur~ s~rric r~-rac. ra~nrrBrrAxscaa ~-~~' A~ ~ t1WNSR~HYP C~RT~CATio~I FORM ~~~ ~-- ~~ W ( a ~d ~2r~s L G-P ~~ ~ fie-~C~ v f ~~/L~/~?l ~au+~ wt~ar~ ~~ ` ~ © . ~ ~~ I d ~.SD ~ ~f . ~ ~g0o1~~ s~°~.. (Va~catien ttiquitrd tug Y'IaaaiAg Da~cnx fce new we~~l ~ ~ ~~~~ YI~SC!!iP"IZON ,,,, 11 prop~y I.ocaaon 5 ~ %, ~ C _ la, Sec. 2-~ T~ R t ~ ~, Town of `c w..2v~0~ Sule~.iv~trn Lot # - -- ed snrY~y 14rap # _ .Volume _ - PaSe # . ~PPamNntf I~~d # ~° 6 °`~ Z~ _ - .Volume ~~~ Page # 2r C-~ S'pQO haute ~ yGS t7 rza ,Z.ot ~e9 3clentifieble d ]+~ ©no M~,,m~i'~N1~NGT tere+tad~~ o~~~cm1d~']tlaiaPi~~e~ ~Q arsaies,~ppertue c . -~ aat ~, taalc eery $uec y~ nr e~ !f needed by a liconaed'pa~ ~ Yee !~ idea the sye~ ~..~at d~ ~ti~ a£.ms ~ tat~.a s t~na~t smgo in Bea.vasw d9apaeel tea -~1se ptuParty oases egn~~ !o tatbtnit ~0 8~ ~ Zeg~ ; ° ee-dte+ve~dispoaal ~ P~i04~Y~P~~ t~dp~reorors baeaae~dverlty~ ~ ~ [Sdt i! Ie~ $m 113 fyA trf dndgt. _ , . ~~ ~'pibpetxl~og vomd~i°'n'~fae (1;) a~+xsadpe+r~od ~'j'the Vie.. . _ _ U~e.1'1~ mel~sil~ bsva tad 1~ sbave zaquieem~a ~ ~ 6o iaainGaizl the private t~ewafya dfepeeal ~° s setsx~, ~aem, as aat by t~ Dcgattmrnx of commix dad ~ ]DaQsr~ afNstatal +~ Sts. ~Wiaaemaim. drat ]roar iepde syRte~a 1aa lxaas ~m~ni~~ must be oomPY~ad and re[vzz~d tv de st ~. CaoxtrZadinQ 0~ «ati,in 30 da ~f de: Qne 7~ esPhstian data ~ ~ v ~~ ~ DA'L8 Y (we) tlrt e# atetes~a~ an ~ fozaa. atz tzar ba tftG tiese of ~elmowied~ I (,vo) mod (aa~e) ~ ~ ~ dta pmpeetY wed a6oas, by ~e 4f s warc7tift]- decd zeeattied in [A'tLTR.B 4P JIFpLLCANT ~~- pItTS 4ra+~r ~ wi that is mis-rdptae~tr.~l map nswit m the >~9 t beias,~emisd by des 7.oe3ng DepCa- ~`+~ .+ ~adcta~de rritk ~ ~ ~ aetr:ttry d~+d 8r+m due of Doeas +a~cc a oa~y of tb~e eezt313ed aucvnt+ slfap if ie~t~u0e Li tnadG in {6e ~nFy tleiDd 11/Ofi/OQ 15:31 TX/RIf NU.1985 P.002 ~~ ~ voi..~~49Pacf 26 STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between Michael L Dorwin and Kay D. Dorwin, husband and wife, holding as survivorship marital property Grantor, and Waldean Building Partners . r.LP . a Wisconsin Limited Liability Partnership Grantee. Grantor, for a valuable consideration, cotrveys and warrants to Grantee the following described real estate in St. Croiz County, State of Wisconsin (if more space is needed, please a h addendum): The Southeast Quarter of Northeast Quarter (SE 1/4 of NE 1/4) of Section Twenty-two (22), Township Thirty (30) North, Range Sixteen (16) West. ~ G5 w~ ~' ~i'""' Exceptions to warranties: Easements and restrictions of record. Dated this _/~~ day of ~ , 2001 i • AUTHENTICATION Signature(s) authenticated this day of , s TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin, 54002 ~i~ (is not) ~~ ~ ~~ * Michael L. /Dorwin * Kav D. orwin ACKNOWLEDGMENT STATE OF WISCONSIN ~~~~ ) ss. 1. d'~i.(( County ) Personally came before me this ~ day of 2001 the above named Michael L Dortivin and Kay D. Dorwin to me known to be instrxi~r ent and $ck Notary Public, State of Wiscons~ t My Commission is pennane (Signatures may be authenticated or acknowledged. Both are not necessary.) Recording Area E>604Z6 N,fa - HLEEN H. WALSH REGI5TEF OF DEEDS C;T. CROIX CO., WI RECEIVED FOR RECORD 10-i?9-i?001 3:00 PM YARRANTY DEED EXEI4PT 11 CERT COPY FEE: COPY FEE: TRP.N5FER FEE: 1E0.40 RECORDING FEE: 11.00 PAGES: 1 1i11'~'~~!l~~: McCormack u~ ~~~ 1020 lath A~eenue paldwin, WI 54802 010-1051-40 Parcel Identification Number (PIN) This is not homestead property. of persons signing in any capacity must be typed or printed below their signature. mformatb'1'rion~ls Company, Fond du Lx, vN - STATE BAR OF WISCONSIN e~-eSSZOZ~ WARRANTY DEED FORM No. 2 - 1999 Parcel #: 010-1051-40-000 04/03/2007 11:49 AM PAGE10F1 Alt. Parcel #: 22.30.16.319 010 -TOWN OF EMERALD 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 Co-Owner O -WALDEAN BLDNG PARTNERS WALDEAN BLDNG PARTNERS 110E 3RD ST PO NEW RICHMOND WI 54017 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description SC 2198 GLENWOOD CITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 22 T30N R16W 40A SE NE BlockiCondo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 22-30N-16W Notes: Parcel History: Date Doc # VollPage Type 10/29/2001 660426 1749/26 WD 07/23/1997 1153/555 WD 07/23/1997 869/250 07/23/1997 822/297 more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/19/2004 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 4.000 1,200 0 1,200 NO OTHER G7 36.000 54,000 746,200 800,200 NO Totals for 2007: General Property 40.000 55,200 746,200 801,400 Woodland 0.000 0 0 Totals for 2006: General Property 40.000 55,200 746,200 801,400 Woodland 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 St. Croix County Planning and Zoning Tuesday, April 03, 2007 ut 11:56:48 A.N Detail Sanitary Information Page i ~f l Computer #: 010-1051-40-000 SublPlat: 40 acres Section: 22 Parcel #: 22.30.16.319 Lot: TN/RNG: T30N R16W Municipality: Emerald, Town of CSM: 114 1/4: SE 1/4 NE 1/4 Owner: Waldean Building Partners 1470 250th Street Emerald, WI 54013 State Permit: 399633 Issued: 12/13/2001 POWTS Dispersal: At-grade Permit: New County Permit: 0 Installed: 05!0312002 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA l~iotes Issuer/Inspector As Buili Plumber Other Requirements Additional Notes Money Owed Rod Edinger >4/1/00 -Not Required Hurlburt, Horace needs signature and calculations completed Inspection form not completed -elevation readings $0.00 Kevin Grabau ~': No not calculated, see inspector sketch and notes. Installation not entered into database until found revised soil report in 2007 Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 5/3/2005 5/3/2007