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018-1026-80-100
wisconsir„separtment of Commerce PRIVATE SEWAGE SYSTEM Safety anal iilding Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Future Farms LLC Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: 99. ~~ Pj- - e5 TANK INFORMATION n ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~ ~ ~.•~ i eSe.~~ 0,,, / d ~ Dosi g ~;. 3 Aeratio CJ,~~ $~ "°'~ ~o ~ s zs P o TANK SETBACK INFORMATION TANK TO ~ P/ WELL BLDG. Vent to Airlntake ROAD Septic ~~ ~~ Dosing d . )/L, /" IQ ~ g r--- Aeration Holding PUMP/SIPHON INFORMATION .~li Manufacturer / G t,J ` ~ Demand GPM Model Number ~ ~~ !~[Z TDH Li~ ~ ./ Frictio Lopss~,~ . / ( System H ~~ ~ TD • Forcemain Leng th Dia. ~>I Dist. to well /-„ Z S(lll ~RSCIRPTInN SYSTEM County: St. Cr01X Sanitary Permit No: 515157 0 State Plan ID No: Parcel Tax No: 018-1026-80-100 Section/Town/Range/Map No: 13.29.17.197A STATION BS HI FS ELEV. Benchmark ~~ , / /D~ Ie U Alt. BM D Z Z~ ~Z ~~~ Bldg. S er / ~ » 1 r J St1Ht Inlet ~ • ~ , / ~ SUHt Outlet ~• ~~• ~~ Dt Inlet ~ • Z ~• ~Z Dt Bottom I z ~ ~} `j/ ~ y L Header/Man. 3 • I ~ • r' Dist. Pipe ~ • d O /~ • ~~ Bot. System , /' G '] J ~, Final Grade ~ •,7L ~A~~ ~/j tJl. C~~.~-o r y. 5 q ~,~ BED/TRENCH DIMENSIONS Width / /t~ Length J3 ~ No. O Tren es PIT DIMENSIONS ~ No. Of Pits ~" Inside Dia. `" Liquid Depth ~~ SETBACK SYSTEM TO PIL BLDG ~ WELL LAKE/STREAM LEACHING Manufacturer: .~, INFORMATION CHAMBER OR Type S stem( ' ~ ~ ~/~ ~ / UNIT Model Number: 1'1lSTRIRlIT1C]N SYSTEM "'"~' Header/Manifold Distribution ~ Z Pipe(s) '~ ~ x Hole Si~ ~~ x Hole Spacing ~ ^ Veit to Air Intake 1 , ~ Dia Length ` Spacing Length ~~ Dia /~ Z 3 7 Z r ~ Still Cf7VFR v Proccurn Rvctnmc Clnly YY Mnund Or At-Grade Systems OnIV ~~'~"~~-~ Depth Over j Bed/Trench Center / "') Depth Over Bed/Trench Edges ~ xx Depth of Topsoil t ~ xx SeededJSodded d Yes 0 No xx Mulched ~ Yes No ~ /• U 1 ~ ( r COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~d / 70 / O `1 Inspection #2: / / Location: 2047 Cty Rd E Bal win, WI 54002 NE 1/4 NW 1/4 13 T29N R17W) NA Lot 1 CI'~"`~n~ ~pp~~ ~ Parcel No: 13.29.17.197A ~~ ~V ~ vKo•- r ~ D ~ d 1.) Alt BM Description = ~ J ~~ ~ !~_ 2.) Bldg sewer length = / a' ~`}'L'`_ -^°~-~tS ~b* .~..,.., ,.,! ..f rn.,cr o / PAID ~l.twfl.9ln'r Safety and Bufldlrrgs Division County 201 W. Washingeori Ave., P.U. Hoa 7162 "~~ ~ ~, ~'-~ad~ Madison,'W1 5370' FIVE ~ gnaila (~ ~e rr~ed is ~,~o.> ~ 5 5 / / Sanitary hermit Application OCT 012009 'I'°r'°`~'i°"N"'~ In nca:rKdarwe wica B. Comm. 83.21(,2), Wig. Adm. Code, Bubmiseion of this farm to the appropriate i i ~ 5 $' Y un t s requited prior to obtaining a sardtary permit. Note: Application ferrne for B/atc~otiN~ed' ~b sub!mittad tts the Department of Carrarra~ce. Peraotral iaforrrattiotr you provide ma Addreee(ifdilibrontthenteailirtjaddroea) ee is aawrdeaoe with the Frive l.aw s. t S. 1 m iltate. ~ ~~~ ~~ I A I fl N 2 ' . a s -rlna on ~ P epe Print AH Iad i-rnuttfima Property Clwner's Natru: f~ `~~v L' ~ ~ S 3 7'~'c u ~1 { ~Y ~ PI'S- /OZIc • S~ - /dd Pa-periy (hvner's Maillirg Address Property I.acatien / / G 7 L ~ Ciry> Q~ 7ap Code Pharie Number ~~ y~,~~j '/~, Section f ` R / 7 (] 2 q N ' ~ ; 7 0 !L Type of BnildlnR (ehcck all that Apply) Lo fin' x8~ l ar 2 Family Dwdtirrg - Number of Bedrooms ~ bu'~~ Biack# ~ f ~PubiiclConatierctal -Describe Use ~yY C ~ G ~ City of 9fate Owtrcd ~ Dearaihe ~ / t~M Number _ e ^ Vilirlye of ~ k 5' - r v l 23 5 ~3 ~,Ta+vnaf ~~ ~ M 6~ !!!. Type of Pit'ttllt: (Cheek only one boot on lies A. Complete Miae li ~>•pp) ~" New system ----- Replaoerrrent SYatan Treatwaaflt/fioldhrg Tank ~ Only Other ]YMdifi~ion to Farh~ 3yaDepr (expiein) ---~. -~- R. Permit Permit liavlsion Change of Permit Trenst'er to Lit Previous PeraritNwrrba' and Mato Issued Renewatl Before Plumber New Owner lion N. ofPOWTS otlD[tviec: C b Non-Preasuriaed In-(Imund PressuriDed In-t3ivu Al~dirade Mound _> 24 in. ot'eu+lable soil Mound ~ 7~- in. ++f nriui6te Boil ^ Raiding Tank ^ Other Dispersal Compmrrxrt (explain) Pretlrxrdtterrt 1aeVioe (explaiau) V. eraaVl'rerat>waant At~ea Iatormutiaa: Ixsign Flow (gpd) Uatign licll Appiicatlon Item( Diapereai Agar Italuired Dispersal Area sf) Syslan Kiev ~ G d 1 ~ / Jam' /~ ~~. . 6D L p ~ Vl. Task info Capacky in TMaI q of Mtswfacturer Matd'ie1 (M~s Ciallarre Unite New Tenka Bkisting lyadep ~ Od ~0~ ~ Z~ Sepdcor Hotdius' ~ 4 ~ ` ~.9' B Y ~ d'/ ~Y t ~ r eosins e7wnber d p t ~ ; ~ .tee ~ e o,.u G ~ e er,T VII. R ssibiii BBrteiment- I, the m8era4taed~ eeae®e for ~ wt tie ttUIW'1'B ' on tlse rteleeheA Ntttttber ~~~ lgw>tte Ntteihor a Si Pltttnber's Name tPriml Plumb~r Plumber's Address (Sired; City, Stets, lip Coda) v2xl. oa t u~ pmv~ ,~,ee Pbmrit Fee nriicc iesrrai Jttndng _ Si6ltNute _ Qvmar on for peoial $ / Z~ , dp ~a ~ D C~ IaC. Conditl~B®l~asndtr i'ar ieepprovrrl ~~ ~ ~" CoA1k(~7o+n. r W/ 5 e /~. /6/Z~O ~ NC ~ , //~~ a~- ~~3 ~ 1. Septic tank, effluent filter and /~ ~ dispersal cell must all be services !maintained t c~v~.i \ ~(6S uJ ~ I l L'rSQ.. Gsv ' ~ i ~1~( as per management plan provided by plumber. ~ a~KK~, e 5 b~c~ ~.csr K~ poi' ~ 2. All setback requirements must be maintait>.d ~`~ _ ,_ ~ 5 .. ~ rt.....~ .J~ ~~_ ~ ('~ 2~ ,~; tip, Gcv-~.r~e tZ;+ q}pu(~ 6L ~t,~vl ~~~ ~~~.,~ ftQ~.~` ~. '(~ Q,+~or. '~t~da SBD-6395 (it. Ol/0~) Vend thnt 02109 Y . , ~ r NE,NW,13,29N,17W Hammond township St. Croix county l System to be installed area 98.86', lateral invert 95.24' PT,Al17i Cry ~ 33~ @ i~ X33. 09' ~• LEGEND ~ ~ ~ ~ ~ ~ ~ 13M: 100.' Top of lot corner iron pipe X -Pits O -grade elevations -~ contour C/O clean-out No Comm 83 problems Scale 1" - 40' exce-pt~wher~e indicated ~v 1'o gb ~ r k~ -t, ~~cc`. ~~~ on ~a~. 26, 8~ 8 --o~, ~ ,~ ~~( a ~` ~rn~, .r ~~r~ . ~'~ ~~ e~~,~f@~~n~ ~~ „ g~9,4o/ du~ ~6 ~y ~ ~ ~ K" _ ,~- ~. I~ 0~ D'~'""p~p I,Jtys.., ~__~~J ~ w ~ zu dom. ~~ as -i-,~~tc . ~~- Cs1~aAQ. 3`p3~ b 8.~ t~LJ~ ~-0 1o UO, {~iJ i. iv ~F' 1(~mew~ dv ~A~R.e,) .` ~lA.ow ~,~.~ s,~•~,-6-n.,a.,~, o! 7C~J- ~TM.d~,...,~dJy„~ C jx~n..,,J i ~• ~p~ ~ ~- P ~2a5 M ~~~,L ,~ -~_~_~ ~G ~~~ ~4 0.1•Q.c.. 9g 30 .--~ ~-.- r~ project: FUTURE FARMS j ~c COPY ~ page 9 of 9 , • y' NE,NW,13,29N,17W Hammond township St. Croix county l System to be installed area 98.86', lateral invert 95.24' d~3, . ~ ,`33. 0 9 ' .` LEGEND 13M: 1OO.' "I-op of lot corner iron pike X -Pits O -grade elevations contour C/O clean-out No Comm 83 problems Scale 1" - 40' except where indicated 5~' ~("l D ~~c~,... ~. on .s{,~ 2 b, gel $ -o. nc~-~ (J 1~ n ~ .~-- /~~ L~J' o"'~ eti a ~ ' ~ ~w"~ b l .~ ~~ ~~I~~~ ~d „r ~ I~. ~-~~~ ~~ ~ ~~ '.~,~-r'n ~ b~,.. ~~ ~-,-~ -~ 't'Rnk . `~~ ~1 home {r" ~- Csnu.~. ""' s''-~~-' 3 (o $cSi,.., O1,JF' 1-o b A 4J F ~ o..4.i•,~ ~i.A,k~~ +~ G~ 10© ~ Tep a~'tro q p~ ~- ; ~vp5 ~~~,L 5~ ~\ ~U ~~~ pCeo., i Rg, 30 .---- .-~- X project: FUTURE FARMS 'page 9 of 9 , ' commerce.wi.gov ~ lisconsin Department of Commerce Safety and Buildings 3824 N CREEKSIDE LA HOLMEN WI 54636 TDD #: (608) 264-8777 www. co m me rce. wi. g ov/s b/ www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary August 26, 2008 CUST ID No. 224580 LORETTA LARRABEE L & L PERC TESTING N2089 CTY RD Y MENOMONIE WI 54751 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/26/2010 SITE: Future Farms County Road E Town of Hammond St Croix County NE114, NW1/4, 513, "T29N, R17W Identification Numbers Transaction ID No. 1584037 Site ID No. 741785 Please refer to both identification numbers, above, in all corres ondence with the a enc FOR: Description: Commercial At-grade System /New construction / <1°to slope Object Type: POWTS Component Manual Regulated Object ID No.: 1197869 Maintenance required; 600 GPD Flow rate; 56 in Soil minimum depth to limiting factor from original grade; System(s): At-grade Component Manual, Version 2.0, SBD-10854 (N.03/07), Pressure Distribution Component Manual -Version 2.0, sBD-1o7o6-P (rl.ol/ol) 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 installationand prior to occupancy or use: Reminders: This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in aarordance with the requirements of Sec. 145.1.35 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 ofSec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Maintenance information must be given to the owner of the tank exliaining that periodic cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. ma~nclude local inspectors. ~'~~'fC~C~FOl;t`£ ~ir~~ ~~~ ~~ "m ~ ~ ~, LORETTA LARRABEE Reminders continued: Page 2 8/26/2008 • This approval does not include plans for the general plumbing systems or sewer piping leading b the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. • This approval covers only the domestic wastewater directed into the POWTS. The Department of Natural Resources must be contacted regarding the treatment and disposal of norrdomestic wastewater, including those mixed with domestic wastewater. 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. • 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 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 acceptab); 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 may be made to meat 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, ,/ ~c~~~2~%~~~ ~%L Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4.:00 pm j erry. swim@wisconsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. AT-GRADE AND PRESSURE DISTRIBUTION COMPONENT DESIGN New application INDEX AND TITLE PAGE REC~NED AU G 2 5 2008 Project name: SAFEfY & BUILDINGS Owner' s name: Owner's address: Legal description: Township: County: Subdivision name: Lot number Plan transaction no: Designer's name and license no: Address: Phone: Cell: E-mail: FUTURE FARMS Mr. Steve Meyer 1091 245t'' St. Woodville, WI 54028 NE,NW,S13,T29N/R 17W Hammond St. Croix CSM lot 1 Page 1 title page Page 2 DWF worksheet Page 3 general information & lateral diagram Page 4 at-grade view Page 5 pump cross section Page 6 effluent pump information Page 7 maintenance plan Page 8 management plan Page 9 site plan Attachments: copy of soil test to state plan Loretta Larrabee # 1872-007 N2089 Cty. Rd. Y Menomonie, WI 54751 715/664-8184 715/308-1668 lanlperctesting@wwt.net .~~~gl ~'rI ~~~~i ., ~~~ Q.•• ~ !' ~~~ :~ iii '~ .;' i~ :~_ i ,~ :. ~, :;~; .~' •, 'v; ~ , ~,. ~, ~~~. Designer's Signature• Date: August 19, 2008 Designed pursuant to the At-Grade Component Manual for POWTS SBD-10854-P (R.03/07) and Pressure Distribution ComponentManual SBD-10706 (R.O1/O1) ~, r.i,~~;u~ C~r ~ ~ ~~„ ~ 1of 9 BfVS~C~~~ ~1F [Y At~U 6kliLleS .~F~ t _ , tF-~~r ~~D~-.~'„E DWF Worksheet 6 present employees & 4 future employees 10 employees @ 13gals = 130gals 2 bathroom floor drains & 1 mechanical floor drain 3 floor drains @ 25gals = 75gals 800sq.ft. retail azea, (70% of 800sq.ft. - 30sq.ft. per patron) 19patrons @ 1 gal = 19gals Estimated flow 224gals 224gals times 1.5 = 336ga1s DWF Proposing 600ga1s DWF system Project: FUTURE FARMS page 2 of 9 GENERAL INFORMATION (not to scale) Commercial site, 600ga1 DWF center fed system, 2 laterals Soil application rate of 0.4 orifice dia. 5/32" (0.156) Limiting factor at 56 inches orifice spacing 2.Oft. (24") Site area 1 % linear rate of 4.OOsq.ft. 1000ga1 Wieser tank required bed 1500sq.ft. 1200/800LP Wieser Concrete tank with Polylok 525 filter proposed bed 1510sq.ft. effluent quality is # 1 system elev. 98.86 'area 99.36' invert of lateral CENTER FED -LATERAL LAYOUT DIAGRAM (not to scale) two laterals @ 75ft ea. (P) lateral dia. 1 %2 in. force main dia. tin. X - 2ft. X/2 - lft. orifices per lateral - 38 orifices 20.52gpm per lateral, total system 41.04gpm 3.5 pressure in ft., 0.54gpm per orifice Finish rade Valve box at finish grade Pressure plug 75.Oft. P X i Last orifice next to fitting 0.5 (6.„) 2" lateral dig. Force Main 2" dig. project: FUTURE FARMS page 3 of 9 r PLAN VIEW OF SINGLE ABSORPTION AREA 1L- 16 i<' ~-1 ~~' -S' i)-~' I; C I~~ ~~ 3 ~~ 1 = 2.Oft. = lO.Oft. C' = 12.Oft. -~ ~= 22.Oft. -5' CROSS SECTION -SLOPING SITE ~- Finish rg ade elev. 100.69' Lateral invert 99.36' fabric I I t ~ = 6" of subsoil of H observation -----~ 2 1 6'~ F lop wed Laver ~ ~ ,---~ j ~----- I) 1.) 3/4" - 2 '/2" washed sewer rock 2.) soil cover 4in. dia. observation pipe with '/a" slots 1 % slope area elev. 98.86' I I~ 1.Sft. O.Sft. project: FUTURE FARMS paged of~ . = 0.83ft. i3 = 151.Oft. observations @ 25ft. <~ = O.SOft. I~ = 161.Oft. I = 1.OOft. I) = S.OOft. .. COMBINATION SEPTIC TANK /PUMP CHAMBER tNo Scale) ~ ~'~~ ,Approved Locking Manhole Cover Approved Gai, With Warning Label Attached Warning label Yleatherproof Approved _. Junction Box Vent Cap --~ -~ lu~lc.~ ~^ te`k d~~n 12" Minimum ~, 1 Final Grade-~ ~ ' 4" Minimum 1 18" Minimum ---- ~ . Approved Joint ~v/~'__'S~A~(0 t~~e Extending 3' Onto Solid Soi 1 ~~-Baffle . Ai arm On Off i Quick Disconnect 1/4" Weep Noie A B Approved Joint Wl~p $c~'~ e C Extending 3' Onto Solid Soi Conc. Block 3° of Bedding Under Tank I~te: ~P~lP and Alarm Are, ,on . Separate,.. C i rc~i,ts Tank Manufacturer: _y~;~~r (~'~ Tank Size-Septic/Pump :_ ~ boo / 8cg ~~ Gai i ons A7 arm Manufacturer : _ ~,~,~~''ro.~; Model Slumber: M~ Switch Type: - mecha.Y.:~a 1~ . Pump Manufacturer: ~o~ _ Model Ncnnnber: s gyp Minimum Discharge Rate : y.2, ~' 20 °~.pw~. - 1 z0.0 5 ~ 1 - - b. 87. ~a wn _ 13~-~ wn a~, ~. Capacities : A ~ g inches or 0. Gai 1 ons + B ~.. inches or g Gai l ons + C_~_inches or ~ Gaiions + D1Q_i nche~~ nor 22Z. Gai l ons Tota1....._ 3b inches or Gallons Vertical Difference Between Pump Off and Distribution Pipe:~oo Feat Minimum Required Supply P ure:.,~~' o ~ ~f~ .. . ...... . . ..+ Feet Feet of Force Main x~~~ Friction Factor1700 Feet: ~~~~et ~ Inch Diameter Force~1atn`T ~ ? Total-Dynamic Head:_..= ~ Feet 27 ~h Zz.. Z project: FUTURE FARAQS page 5 of 9 ~ I W PUMP PERFORMANCE CURVE MODEL 140!4140 1s 14 45 12 40 140, 4140 35 ~ 10 = 30 U z 8 0 25 010940 0 ~ 6 p 15 4 10 TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENTAND DEWATERING MODEL 140/4140 feet Meters Gal. Liters 5 1.5 86 326 10 3.0 80 303 15 4.6 73 276 20 6.1 66 250 25 7.6 59 223 30 9.1 49 185 35 10.7 38 144 40 12.2 28 106 45 13.7 17 64 Shulort Head: 50 ft.(15.2m 3 2arJ2 11n • n 1n NPT 5K1524A 10 20 30 40 50 60 70 80 90 GALLONS LITERS 0 80 160 240 320 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. • Variable level control switches are available for controlling single phase sys- tems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Refer to FM0806 for applications above 130°F (54°C). 1rz NrT SKt5246 14 0/4140 MODELS Control Selection Model Model Volts-Ph Mode Amps Simplex Duple N140 N4140 115 1 Non 12.0 1 or 2 3 E140 E4140 230 1 Non 6.0 1 or 2 3 BN140 BN4140 115 1 Auto 12.0 * --- BE140 BE4140 230 1 Auto 6.0 -- *Single piggyback switch included. SELECTION GUIDE 1. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM1228 for correct model of simplex control panel. 3. See FM0712 for correct model of duplex control panel d CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump ~,`~ MA1L TO: P.O. BOX 16347 ~J Lonisvdle. KY x0258-0347 Manu/ac(urors ol.. ~ ~ SHIP T0: 3649 Cane Run Road Louisv171e, Ky 40211-1961 ~aurrPua~as S,vcE /~'3~9' ® PUMP !O_ (502J 778-2731.1(800) 928-PUMP Q www.zoellercom LAV /GAOI TII eenA . • a • ~._/ ©Copyright 2005 Zoeller Co. All rights reserved in ~ w PUMP PERFORMANCE CURVE MODEL 140/4140 55 1s 14 45 - 12 40 35 140, 4140 ~ 10 = 30 U g 6 0 25 oiosao J lZ 0 F ~ .~ TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENTAND DEWATERING MODEL 140/4140 Feet Meters Gal. LRers 5 1.5 86 326 1 D 3.0 80 303 15 4.6 73 276 20 6.1 66 25D 25 7.6 59 223 30 9.1 49 185 35 70.7 38 144 40 12.2 28 t06 45 13.7 17 64 Shut-ott Head: 50 ff.(15.2m 1 12 -11 12 NPT 1 4 2 10 20 30 40 50 60 70 60 90 GALLONS LITERS o 8U 160 240 320 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. • Variable level control switches are available for controlling single phase sys- tems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Refer to FM0806 for applications above 130°F (54°C). 14 0/4140 MODELS Control Selection Model Model Volts-Ph Mode Amps Simplex Duple N140 N4140 115 1 Non 12.0 1 or2 3 E140 E4140 230 1 Non 6.0 1 or 2 3 BN140 BN4140 115 1 Auto 12.0 --- BE140 BE4140 230 1 Auto 6.0 -- `Single piggyback switch included. SK1524A 112 NPT SK15248 SELECTION GUIDE 1. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM1228 for correct model of simplex control panel. 3. See FM0712 for correct model of duplex control panel A CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Codo (NEC) and the Occupational Safety and Health Act (oSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. _ MA-L TO: P.O. BOX 18347 `- ~ - Louisville, KY 40256-0347 Manufacturers of.. Oe ~~~ SHIP T0: 3649 Cane Run Road Louisville, KY 40211-1981 ~7 ~/ ~! www.zoeller.com ~' /~U~P ~~ (502J 778-2731.1 {800J 928•PUMP Qlda[~TY/-UMPB ~/iNCE ~,9c~,9~ FAX (502) 774-3624 i • •'~ •. ~..~ © Copyright 2005 Zoeller Co. All rights reserved. ~' j . AT-GRADE SYSTEM MAINTENANCE AND OPERATION SPECIFICATIONS Service provider's name: L an L perc testing LLC Phone: 715/664-8184 POWTS regulator's name: St. Croix County Zoning Phone: 715/386-4680 System Flow and Load Parameters Proposing DWF 600gpd Design flow -peak 336gpd Estimated flow -average 224gpd Septic tank capacity 2200ga1 Soil absorption component size 1500sq.ft. Type of wastewater Domestic Maximum influent particles size 1/bin Maximum BODS 220mg/L Maximum TSS 150mg/L Maximum FOG 30mg/L Service Frequency Septic and Pump Tank .........................inspect and/or service once every 3 years Effluent filter .................................inspect and clean at least once every 3 years Pump and Controls ...............................................:...test once every 3 years Alarm .......................................................................should test monthly Pressure system .........laterals should be flushed and pressure tested every 1.5 years At-Grade ...........................inspect for ponding and seepage once every 3 years Other ...........initially filter should be checked yearly to determine cleaning schedule Miscellaneous Construction and Materials Standards 1. observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and aze secured in as shown in the at-grade component manual. 2. dispersal cell aggregate conforms to Comm 84.30(6)(I), Wis. Adm. Code 3. all gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code 4. tillage of the basal area is accomplished with a chisel plow 5. At-Grade structure and other disturbed area will be seeded and mulched to prevent soil erosion and help reduce frost penetration 6. Areas within 15fl. of the down slope toe will be protected from compaction 7. all other construction details are as per the at-grade component manual Lateral Turn-up Detail Finish Trade 6-8" dia. valve box threaded clean-out plug or ball valve _ distribution lateral lon~Y 90 or two 45 degree bends same diameter as lateral project: FUTURE FARMS page 7 of 9 AT-GRADE SYSTEM MANAGEMENT PLAN Pursuant to Comm 83.54,Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with it's component manuals and local or state rules pertaining to system maintenance and maintenance reporting. No one should enter a septic or pump tank, dangerous gases are present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer in use. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any openings deemed unsound, defective, or subject to failure must be replaced. Exposed access openings > 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tang The septic tank shall be maintained by certified septic tank pumper. The contents of the septic tank shall be disposed in accordance with NR113, Wis Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may drop off the filter when removed from its canister. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms and pumps should be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. At-grade and Pressure Distribution System No trees or shrubs should be planted on the at-grade. Planting may be made around the at-grade's perimeter: At-grade shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than mowing) on the at-grade is not recommended since soil compaction may hinder performance of the system. Snow compaction in the winter will promote frost penetration. Cold weather installations (Oct-Feb) dictate that the at-grade be heavily mulched as protection from freezing. Influent quality into the at-grade system may not exceed system flow and load parameters permitted for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cells shall be checked for effluent ponding. Ponding levels shall be reported to the owner and any levels above flinches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring become defective the defective component(s) shall be immediately rpaired or replaced with a component of the dame or equal performance. If the at-grade component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced. By increasing basal area if toe leakage occurs or by renovation the biologically clogged absorption and dispersal media, installing new piping and replacing other components as deemed necessary to bring the system into proper operating condition. See page 7 of this plan for the name and telephone number of your local POWTS and service provider. project: FUTURE FARMS page 8 of 9 AT-GRADE SYSTEM MANAGEMENT PLAN Pursuant to Comm 83.54,Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with it's component manuals and local or state rules pertaining to system maintenance and maintenance reporting. No one should enter a septic or pump tank, dangerous gases are present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer in use. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any openings deemed unsound, defective, or subject to failure must be replaced. Exposed access openings > 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by certified septic tank pumper. The contents of the septic tank shall be disposed in accordance with NRl 13, Wis Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may drop offthe filter when removed from its canister. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms and pumps should be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. At-grade and Pressure Distribution System No trees or shrubs should be planted on the at-grade. Planting may be made around the at-grade's perimeter: At-grade shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than mowing) on the at-grade is not recommended since soil compaction may hinder performance of the system. Snow compaction in the winter will promote frost penetration. Cold weather installations (Oct-Feb) dictate that the at-grade be heavily mulched as protection from freezing. Influent quality into the at-grade system may not exceed system flow and load parameters permitted for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cells shall be checked for effluent ponding. Ponding levels shall be reported to the owner and any levels above flinches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring become defective the defective component(s) shall be immediately rpaired or replaced with a component of the dame or equal performance. If the at-grade component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced. By increasing basal area if toe leakage occurs ar by renovation the biologically clogged absorption and dispersal media, installing new piping and replacing other components as deemed necessary to bring the system into proper operating condition. See page 7 of this plan for the name and telephone number of your local POWTS and service provider. project: FUTURE FARMS page 8 of 9 S'X". CROIX C®UNT3~ SEI'TIG TANK lViA1NTEhTA:~[CF AGI~EMENT ANU 4WNER5HIIp ~:'ERTIFICATI4N FC}F.,'V1 Ovt~ti~;r~'Buyer ~_ /r<;~~..r e ~ ~,12 .~ ~. s1`-e ~ ~-_.~? ~,e ~._._. _._.._- -- ~rlailing Add;e~s -~--1Q 9f 2 {/s y"h ~7" G~do~ i`jl,~_~~ ~- -s~s'a~ ~__~-______,.. Property Address ..._~....~_.,C~. (1'eriflcati~ ~'ityrState 1..EGAL DESCRIF'TIC)I4 required from Fla ~ ~~ ~orrrn~ I?t;parnnent for zrew c;onstruction.) Farce! Identification Number Property Locatioxt .,vf._ `/4 , ~.. lr. ,Sec. %3 •_, T o2~1 N R !7 W, Town of -. f1.~hr.1~~~ ~ _- Subdivision ~_._._~ I.,ut # ~__ Certified Survey Map # _ -___ S G~~~~ r~ ~_, ~'c~lttme ~~____.____, Page # `~' ~ -~ ~.._..-__.~, ~'alume _____._ ,Page # 'btV~rranty Deed ~ ~ ~_~~r,,...._....._......,...____._ Sped house yts [.ot lines identifiable ~ na S1'5'Z' A l~l'I' ZV ~C CER AT U ' Irrsproper use an~.l trraintenance of ynur septic system could rtsuh in its premature failtue to handle wastes. Draper ~nainteraance consists of pumping act the s.~ptic tatrk Ovary three years or saoner, if needed, by a licensed paunper. V4fiat you put into thi system can at"fect tlac turtction of the septic tank as a treatment stage i~ tke caste disposal systerrt. Owner atainterance reslsonsibilities are specified in §Corrun, 83.52(4) and in ('hapter 12 ~ St. Croix C;uunty Sanitary Ordinance. The Fxapcrty owner agrees to submit to St. Croi?: County Planninh & ?.oning t;Jepatttxrent a certificatYUn fonts. signed by the owner and by a master plumber, joturneyr:Katt p1'temhc:r, restricted plumber car a licensed pumper verifying that i I }the on••site wustev~•ater disposal system is in proper operating condition anw'or t?.) after inspec-tine arsd pumping (if necesaa±yj, the septic tank is iess than 1 J3 full of sludge. (iwe, the undersigned have read the above recl~tirements and agxee t~o anaintain the private sewage disposal system with thr.: standards set faith, herein, as set by the Department of t;ornntrrce arrd the i:)epartment of ~: atural Ftesourcas, State of V4'isconsin. Certification sWtitsg that your septic system has bear maintained must tic corrrp;eted acrd ret~urtcd to the 9t. Groix Couary Planning & Zaitirrg Department within 30 days oftl'~e three year expiration Sate. Ilwe certify that all statements on this form ate Prue to the brat of tny: our know?edge. l/we am/are the owner(s) of the property described above, by virtttt ar a watrant)~ decd recorded in Register of Deeds Offtce. lumberal'bedrtaoars ~6~_-~~°'~ ----~------•---- DATE ~~ SiGNAT'L~ 4F APPLICI~N'T(S) "**Anti~ infomsatiun that is misrepresented tray result in the sanitary lsermit beirei !'eval;ed by ter. Planning ~ Zoning Department. '"** Inclridr, with chin applieatiorr a recorded warranty deed trorat tlxc Register of tkeds (.?ffic~e and a copy of thr. ce:•tifie:l sug-~ ey map if reference is mael@ in the warranty deed. {KEG`. ~81h5) State Bar of Wisconsin Fotm 2-2003 i llill hill 11111 Ilill 111!1 IIIII 1111 Illill Ill! llll 8 9 5 1~ $ 8 9 6 WARRANTY DEED QQ V~~~~~ BETH PABST Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FDR RECORD THIS DEED, made between Vrieze Farms, Inc. a Wisconsin Corporation 06/02/2009 08:OOAM J 6VARRANTY DEED - E -- REMPi s -- F REC EE: 11.00 ("Grantor," whether one or more), and Future Farm Food and Fuel, LLC, a TRANS FEE: 45.00 Delaware Limited Liability Company PAGES: 1 ("Grantee;' whether one or more). Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more Recording Area space is needed, please attach addendum): Steve Meyer Part of the Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4) of 1091 245th St, Section Thirteen (13)y Township Twenty-nine (29) North, Range Seventeen (t7) Woodville HTI 54028 West, Town of Hammond, St. Croix County, Wisconsin, more particularly described as follows: - Lot One (1) of Certified Survey Map recorded September 17, 2008, in Volume 23, 018-1026-80-000 page 5563, as Document No. 881512, office of the Register of Deeds for St. Croix Parcel identification Number (PIN) County, Wisconsin. This is not homestead property. (as) (is not} Exceptions to warranties: Easements and restrictions of record. Dated ,~ . (SEAL) - - ---- (SEAL) AUTHENTICATION SlgnatUTe(S) authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06 ) Vri Gm 4nc. ^ (// ~ (SEAL) + :John H. Vt' ,President _ ____ __ _ (SEAL) ACKNOWLEDGMENT STATE OF Wisconsin ) `) ss. St. Croix COUNTY ) Personally came before me on the above-named John H. Vrieze to me known to be a person(s) w a'o ea tad the foregoing instrument and ackn edged the s ,, TNI5 INSTRUMENT DRAFTED BY: s Thomas A. McCormack Thomas A. McCormack - ~ ~ ~ - - Notary Public, State of Wisconsin „° ., _ _ Baldwin, WI 54002 ~~ ^ ~J~~~ ~~ My Commission (is permanent) (xxxxxxxxitdcxxxxxxxx ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THLS FORM SliOIiLD BE CLEARLY IDENTIFIED. WARRANTY DEED ®2003 STATE BAR OF WISCONSIN FORM N0.2-2003 *Type name below signatures. INFO-PRO TM Lepai dorms . (80D~55-1027 • iMoProf«ms.com 1 of 1 ~ t .vwwnsmuepanmentotc:ommerce SOIL EVALUATION REPORT • ~ r Division of Safety and Buildings in a cordance with Comm g5, Wis. Adm. Code Attach com lete site Ian on ~~ ~ P P Paper x 11 inches in size. Pla ust include, but not limited Hance poi ), ctio nd percent slope, scale or ' ,';~ " •~ a i ~ Paroef I.D. pent all /nforn-ation. Revie Personal inf t' Page (- of '1026-~'~-~r~v ~. !~~ omla lon you provide be u ~es (pd ~y i~w, s. 15.04 (1) (m)). ' ~ ~ U Pr Owner `~ Property Location I' ~, 7 aY e ~ Govt. Lot NL 1!4 ~y(,(~1J4 S %.3 7z N R ~~ (or) Property er's Mailing Address Lo~ Block # Subd. Name a CSM# -- /~ ~/ °1 ys ~ ~~ COUNTY i1/, q, f77 ~rvCes S ~~ ~ ~ / Ste Code ZON~PJr@ir ^ City . ; ^ Village Town Neatest Road - - -- ~ ~ - ~ New Construction Use: ^ Residential / Number of bedrooms ~ Code deriv design flow rate ~3(~ GPD Replacement ,~ ~ Public a commercial -Describe: he~.b ~" ~S" h a 2/ri Parent material IO esS S O/ev- p Le/QS ~ e C Flood Plain elevation if applicable __ N. A . ft. General Lbrrxnents / and recommendations: ~~r~Mm~iia.~ ,(j~ ~~~ ~U.St &Yl1 a1 / 0, ~ Au~ n~n~.~~E.~. ' 1.x,4. Boring # ~ ~~ I' pit Ground surface elev. ~ Qe!'F ~o ft no.,ra .,, I:.r.:h.... r.,,..,.- ~l J Horiz~ Depth Dominant Cola Redox Description Texture • ~ - .... Stnrcture Consistence Boundary Roots SoN Rate GP in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 " E ff# 2 c ~ Z r I (~ ..J ~ ~ p ~ f Y/, p j r ~l9 ~9-~z 7, 5 . y~ to Y 6 n; ~ C !c ~'~ R s ~- -t- 2 `~ ~ :3 ~ to a w ° Pit Ground surface elev. 9 ~ !~ O e ne...-. M. 1:...:1:.... s.....__ ~7 , ~~ # ®~ng Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil tcation Rate GPD/ft° in. MunseA Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtT#1 •Eff#2 / ~ ~2 0 ~ ~ / • fY .- l all _.._.._.._ ... --~ - .... ~ r...v . yl. w ~u t W ~av ~ 1.7V f11~IL - tirlUenl rf1 ~ t3Ut~ < .~ rr1glL and TSS ~ 30_ rrKyL CST Name (Please Print) ignature CST Ntrnber Ms, Loretta Larrabee CSTM224580 Address Evahiation Conducted Telephone Number N2t?89 Cty. Trk.Y, Menomonie, WI54751 ~$ 715/664-8184 G ply p~~ aKnt ~ ~ ccfG.- Parcel ID# Page ~~ of ~~ '~ • u ~~ i Sonng # Pit Gnxand surface elev. ft..~ to laniting factor ~_ in. Soft Rate l C Redox Desrxipiion 7eztur'e° "`""SUvcdxe Consistence Boundary Roofs GPD/f~ Horizon Depth in. or o Dominant Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'EH#2 67 7z /DYiPs/ ~ -~ ' ~ ~ 5 ~~ 7,z - o s S s ~R -~-- --r- _5 1. / ~ J ? Boring °~" Boring # Pit Ground surface elev. __~__~~ it. Depth to limiting factor ~- in. Soft •~ Rate tion srxi D d R Texture Struchae Consistence Boundary Roots GP D/iC~ Horizon Depth in. Dominant Color Munsefl p e ox e Qu. Sz. Corrt. Color Gr. Sz. Sh. `Eff#1 'Eff#2 z ,~, ~~• a_ ~g iD ~ 7 YR y/ s ~' ~' `~'" -~- ~ w • /"' (D. 63 -b7 / / r J /b ~ S R 4/6 ~l~ 7_S -~iP % ¢ ~/~ r s ~ S ~~R .S l~ ~T~ -*- ~ 5 i.Rl ~~ ~.~ ye ~~ S ~=~,~ ~ -f - ,. ~ ^ Boring # U B«rr~ ^ Pit Ground surface elev. tt. Depth to limiting factor in. Soft nation Rate ti i Texture Structure Consistence Boundary Roots P D Horizon Depth in. Dominant Color Mtmsell on p Redox Desrx Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#~ Eff#2 Y~ 4 o _ S c ' 7~ 1I `Effluent #1 = BOD$ > 30 < 220 mgfl and TSS >30 _< 150 rtrglL `Effluent #2 =BODE _< 30 mglL aril TSS _< 30 mg/t_ The Departlnent 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 60&266-3151 or TTY 60&264-8777. ~o-ssw (R.mroo> 1 _ s A ~~~ Property Owner ant ~ ccrc,- ~~~ ^ Boring f J ~ .,~ Boring # ~..~ Parc~ll ID # .,, Page o~o of_. L-' J ~I Pit urouna surrace e~ev. ~ ~ n. ue~n w ~xn~w~y ~auv~ ~ ~ ~~~. Sal 'cation Rate Horizon Depth Dominant Caor Redox Descxiption eztiire truc~ure Consistence Boundary .Roots GP D/fl? in. Munseit Qu. Sz. Cont .Color Gr. Sz. Sh. 'Eff#1 'Eff#2 °~ ^ Soring # ~ Boring ~' Pit Ground surface elev. Q~, ~© tt. Depth to limfing factor ~ in. Soil 'cation Rate Horizon Depth Dominant Color Relax Descxiption Texture Structure Consistence Boundary Roots GP D/fP in. Munsetl Qu. Sz. Cord. Cdor Gr. Sz. Sh. 'Eff#1 •Eff#2 _~ o aj ~ . ~ (. 63 -b7 ~ S R 4~6 ~l~' 7_s VIP % ~ s/~ s ~ s ~n-~R t,~ -i- ~ 5 i.f~ ~~ # ^ Bonng ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil pfron Rate Horizon Depth Dominant Color Redox Description Texture Sure Consistence Boundary Roots GP D/f>? in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eif#'i 'Efi#2 4 ~ O ~ ` Effluent #1 = BODs > 30 < 220 mglL and TSS >30 _< 150 mglL `Effluent #2 =BODE _< 30 mglL and TSS < 30 rrxyL 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 608-2648777. SBD-8330 {R07/00) - rr~suxrsrn ueparlment or commerce SOIL EVALUATION REPORT ,' Division of Safety and Buildings in accordance with Comni 85, 'Wis. Adm. Code Attach com ete ~~ ~' Pl 1~ I n 81/2 x 11 inches in size. Plan must include, but not I ~dh _, reference point (BM), direction and percentsio Paroel LD.~/ Pe, s I , ~dl'tFt a ow, and location and distance to nearest road. Please print all Jnfivrn-ation. Reviewed by Personal information you provide maybe used for secondary Purposes (Privacy Law. s. 15.04 (1) (mp. P Owner ~ Property Loption ~T Page ~ of ~~ x 2~ ,dim Date ~ ~ a'p ej/e ,~ Govt Lot^/~ 1!4 ~(/l(/ 1/4 S ~,~ T as%' N R I7 ~perty s Malting Address) Lot # Biodc # Subd. Name ar CSM# -- ~~ .~~ I~ t . _~ N,E1. /~ ~eoCeS.,S / State ZP Code Phone Number ^ City Vllage Town Nearest Road New Construction Use: ^ Residential J Number of bedrooms Code derived design fbw rate GPD ^ Replacement ^ Public or commercial -Describe: Parent matenal Flood Plain elevation if applicable General comments and recommendations: 7O ~ ~ Ong Bori # ~ Pff Ground surface elev_ 9 ~~ ~~ ff no..µ..., r....:.:..,. ~..,..__ C'l_ ft. Horizon Depth Dominant Cobr Redox Desaiption Texture • -- V Strucure --- Consistence .... Boundary Roots Soti cation Rate GPDff~ in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ o` ~ s~ aGk ~r ' s ~' 8 n s -~- i. ~ , ^ Boring # ~ Boring Pit Ground surface elev_ rt ne.,u. «., n..,:.:.,.. s.,...,._ Horizon Depth Dominant Cdor -._ Redox Description Texture - _~_- __ _`_.._..a Structure .-_.-. Consistence .... Boundary Roots - Sal Cat10n Rate GPD/fC~ in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eti#2 ~~ ~ o t E ~ ~ - - p w D ~ ~~ `~ ' ~' F' ~ S - pw~ ~ o - -- -- -•-a- ~•- - - ..,y,~ CIIIUGrH NG = 6VU ~ .iV rTlg/L ana ISS < 3u rngfL CST Name (Please Pririt) ignatu a CST Number Ms. Loretta Larrabee CSTM224580 Address Date Evaluation Conducted Telephone Number N2089 Cty. 7rk.Y, Menomonie, WI54751 ~~ 715/664-8184 ...,,..,,,., ~,.,.,d..,. PAY Owner Parcel ID # Page of a ~+9 # U Bering ^ Pit Ground surface elev. R Depth to limiting factor in. Soft Rate Horizon Depth Dominant Color Redox Description Texture Sbuclure Consistence Boundary Roots GPD/ff in. Muruefl Qu. Sz. Cont Color Gr. Sz Sh. `Eff#1 'Eff#2 BO^n9 # U Boting Ground surface elev. it. Depth to limiting factor in. ^ Pit Soft ~~ Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffl? in. Mansell l1tr. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EtT#2 u ~~ ~~ # Ground surface elev. ft. Depth to limiting factor in. ^ Pit Sofl ~cafion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tf~ in. MunseN Qu. Sz. Cont. Color Gr. Sz Sh. 'Eft#1 'Eft#2 `Effluent #1 = BODs > 30 <_ 220 mgll-and TSS >30 _< 1 `.~0 mgJL ` Ef~uent #2 = BODa <_ 30 mgll 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 608-2ti6-3151 or TTY 60&264-8777. ~D-8330 (R.07M0) ~GOULDS PUMPS %_; ~_; L. III Submersible Efi~lueut Pump ~~ 3871 EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: 31~"maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet • Discharge size: t'/~" NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) interrnittent. Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor. • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. •EP05 Single phase: 0.5 HP, 1 t 5 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 S1TOW with three prong grounding plug. Optional 20 foot length,16/3 S1TW with three prong grounding plug {standard on EP05). ®2000 Goulds Pumps Effective February, 2000 83871 • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- maticmodels include Mechanical float Switch assembled and preset at the factory. FEATURES ^ EPi?4 Impeller: Thermoplas- tic Semi-open design with pump out vanes for mechanical seal protection. METERS FEET to 9 3i 8 z ~ ~ x u 6 2 a 5 o t Q a 0 ~ 3 i z 0 ^ EP05 Impeller. Thermoplas- tic enclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for effident heat transfer, strength, and durability. ^ Motor Cover. Thermoplastic rover with Integra{ handle and float switch attachmem paints. ^ Power Cable: Severe duty rated oil and water resistant s; °o.. ~ 0 _.. 20 0 2 4 6 8 CAPAt1TY ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING ~' tanadl~ standards Atsodation (CSA listed model numbers end in "F" or "C".) Gods Pumps is ISO 4001 Registered. 10 12 m3/h Goulds Pumps 1TT Industries Y01_ .1V~~PAGE J~S STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between Quentin R. Boucher and Barbara J. Boucher, husband and wife, _ _ _ _ Grantor, and William K. Johnson, a single person, Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Part of the SE 1 t4 of S W 1 f4 of Section 18, Township 30 North, Range 18 West, St. Croix County, Wisconsin, described as follows: Lot 3 of Certified Survey Map filed May 1, 1979, in Vol. 3, Page 789. 64452 Y,RTHL.EE:N H. WALSH REGISTER OF DEED5 ST_ CROIX CO,, WI RECEIVED FOR RECORD 05-02-2401 10:30 AM WAP.RAHTY DEED EXEMC'T M CERT COPY FEE: COPY FEE: TRANSFEk FEE: 540.00 kECORDIH& FEf: 10.00 RAGE5: 1 Recording Area Name and Return Address ~ ~G ~ 026-1053-20.000 Parcel Identification Number (PIN) This is homestead property. --- tis) Os?ibQ --- Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated this ~ 4n^ day of A 2001 • AUTHENTICATION Signature(s) Quentin R. Boucher and Barbara J. Boucher, husband and wife, __ authenticated [his~v~d of April _ 2001 Personally came before me this _ day of ~~ _ __ __ the above named • Kristin~a-~ _ -._ _ - g- - - _ - - TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same. authorized by $ 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY + __ _ _ Attorney Kristina Ogland Notary Public, State of Wisconsin Hu son, WI 54016 _ My Commission is permanent. (!f not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) - ') 'Names of persons signing in any capacity must be typed or printed below their signature. V1'ARRANTY DEED STATE BAROF~NISCONSIN FORM No. 2 - t999 ~~_ _ + Quentin l2. Boucher Q ~ ~ ~ ~Ohsr 'li _/ilL/e~Ge'~i(1~' •Barbara J.Bouch r ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. _ __~ __ County ) IrAOrtnalion Profesawnals Company, Fono du Lac, VN 900655-2021 • ,v +. ~ i Vrieze Farms /Steve Meyer NE,NW,13,29N/R17W Hammond township St. Croix county tta Larrab~e CS1'M224580 LEGEND f 1~~9: E iifi.sJ' to{~ ~,a~ l~~t }[ -pits • -grade elev. M-~-contour No Comm 83 setback problems Scale 1" - 40' except where indicated SOIL AND SITE EVALUATION REPORT ~~ ~ L „ ...; F"i i.v to ~~uW e-~ ~'; ~.\ ~. ~- ~. "C' e_-~ c~.. ~ a r.e ~.._. ~Tfi. Wen im i~.l ~ aP ~~ ~Q u n~,p.. ~ a~ac~.. a~. a G--~ ~3, _ ~ • ~ ~a~ ~`~ \~0 ~~ ~~ J~W ~~ ~~ ©~~~ ~~. ~~~ , ~~ ~4 , ~~o~~ ~~~ ~~~) . ~\~ ~~y ~G ~ r~ ~' ~~ i ~ ,~ n ~~v a~. ~~ ~ '~ • ~, ~ ~c~~ '~ _ `,` ~~ ~' M P°'` M M ~r; I (ll(II (III' "''' VIII I''' '''l fill I!llli Ilil liif *8~15r2 z$ ' ~$~~~~ KATHLEEN H. WALSH REGISTER DF DEEDS ST. CROIX CQ., WI CEF~'TIFIED SLTP~IEY ~IAP 09/i7/2008 FOR R~O~R5AM PART OF THE NORTHEA5i' QUARTER OF THE CERTIFIED SURVEY MAP VOL: 23 PAGE: 5553 NORTHWEST QUARTER OF SECTION 13, REC EEE: 13.00 TOWNSHIP 24 NORTH, RANGE 77 WEST, TOWN OF PAGES: 2 HAMMOND, ST. CROIX COUNTY,WISCUNSIN. LOT 1 CS14 #3~' 14 ~''~~/ corner S,~rtion i3~-2°-17 'rd ;",lumrn~,m : ao North 1\4 C'f:I ~'E" N$9•~1'49"E 2623..90' Sectron 13-29-i7 ~190.~31'~ ~ Na9~41'49"E 433.09' POR Found 1" Iron Pipe ~85~'41'49"E ~ Ngy'4;'49"E x33.54' 33.00' p 33.00' w ~REP~r~ED r=o-~. Vrieze Farm,, !nc 2036 Cty Rd E Baldwin. WI 54002 ~'~-`BC~NS, JOEL A * • MIMIOT . S-1d0.'i '~ O~.ENWQLD Clll;:: ~'~;~ ..".".. 'cg ~~ S~~ ~~j~~,o~ a-` ir; ~ u7 N ~ ~' ~ :.~ :~ DRAFTED E~'!' "~~~ '~;. ~5' Joel A Brandt ~ `~ ~,~ ~ ~''• ~.:. ~~ incl. r-o-tiv m ~. UNPLAT'l'1:G '• ~ ' •, \ 0 0 IV 0 ~, LANDS ~ ,y ., excl. r-o-vl y ---- ~\ v'9 ~ ~ i K- ~'~ w I `,% ~ r ~, ~ ~ ~ o Plote Each parcel on this rnap is subJect to State and ~ County laws, rules and regulations (i e wetlanc;s, minimum ~~ ~ lot size, access to parcel. etc.l. Betore purchasing or `~ i ' developing any parcel, contact the St. Croix County ~\ Zoning Office and Town Board for advice. ~ ~ ~ i Shoreland Zoning rules may apply. Contact the o~'~ ~~ St. Croix County Zoning Office for furfher advice. o ~ v~ 1, 4I ~i 7 , V. ~~, ~ .t: ,.: ``257,379 sq.ft. ~~ 5.91 acres 0 0 w N v W UNPLATTEU LANDS w ~ ~,, ~ iN ill ~ fTl `, '{~ ,, r LEGEND ~ Sourh 1\4 ~.,.,~>" ~, _~over,:m,~r,t C.,rner las noted} ~,,,.~,,,, „ .,~ ,., CERTIFIED SURVEY MAP PART OF THE NORTHEAST QUARTER OF THE NORTfiWEST QUARTER OF SECTION 13, TOWNSHIP 29 NORTH, RANGE 1i WEST, TOWN OF HAMMOND, ST. CROIX COUNTY,WISCONSIN. DESCRIPTION' A parcel of land located in part of the Northeast quarter of the Northwest quarter, of Section 13, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin, more particularly described as follows: Commencing at the North quarter corner of said Section 13, as the point of beginning of the parcel herein described: Thence 500°21'30"E, along the north-.south quarter line, a distance of 856.33 feet; Thence N39°43'36"W,•a distance of 689.74 feet, Thence N00°25'2$"E, a distance of 323.55 feet, ko the north line of the Northwest quarter of said Section 13; Thence N89°41'49"E, along said north line, a distance of 433.09 feet, to the point of beginning. The described parcel contains 257,379 square feet (5.91 acresl, and is subject to easements of record. SURVEYOR'S CERTIFICATE I, Joel A Brandt, Registered Land Surveyor, hereby certify: That I have Surveyed, Divided, and Mapped the above described parcel of land in full compliance with the provisions of Chapter 236.34 of the Wisconsin State Statutes, along with the provisions of Sh Croix County ~n surveying, dividing and mapping the same That such map is a Correct representation of the exterior boundaries of the land surveyed and the subdiv~s~on thereof made. Said survey was done under the direction of John Vrieze. Dated this ~ ~ day of S~P~'EMd~r' , 2008. ~`gCONS~~ Joel A. randt, R.L.S. 5-2603 * ; •~pT •, JB SUR EYING LLC S-~eos d~sNwooo cm,;' ~ ' CERTIFICATE OF COUNTY TREASURER STATE OF WISCONSIN ) COUNT'( OF ST CROIX) S,S I, ~ ~~ln~ ,the duly elected, qualified and acting treasurer of fhe count' cf ~t. Croix, do hereby certify that the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of 1~-~31'0~ , affectin lands of Chi e t~ ~ d Survey Map. ~ ,~-~_ pate Treas r i4pP YED Check Number: Vendor Number: Vendor: Future Farms LLC Steve Meyer 1091 245th Street Woodville, Wi 54028 Check Date: Total Check Amount: $25.00 County of St Croix Finance Department i~' ~ ~` ~m~~~ ~' Approved: ~~ File Date: o ~" a Invoice Invoic I Number e Date nvoice Amount Description Account Number Amount 10/2/09 $25.00 Over a ment of Sanita At-Grade Permit 04501-44401 $25.00 Receipt # 886919 Dated 10/1/09 ~~? ~Se r~~ m ~ "~ Ulti+ . Total Check $25.00 Page 1 of 1 Becky Eggen From: Ryan Yarrington Sent: Friday, October 02, 2009 8:45 AM To: Becky Eggen Subject: Overpayment for At-Grade permit Becky, Future Farms LLC submitted a check for $650 for an At-Grade Sanitary permit (receipt #886919}. This is a $625 permit. Please refund the $25 overpayment. Thanks Ryan Yarrington St. Croix County Zoning Technician S-tCve.I~~y~Y Boa I a~Is-~ ~-~ W ood ~`~I-e, w ~ 5~.02`~ 10/2/2009