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HomeMy WebLinkAbout006-1040-40-100S't. Croix County Planning and Zoning Detail Sanitary Information Wednesday, March 28, 2007 at 11:52:55 AM Page 1 of 1 Computer #: 006-1040-40-100 Sub/Plat: NA Section: 18 Parcel #: 18.31.16.272A10 Lot: 1 TN/RNG: T31N R16W Municipality: Cylon, Town of CSM: Vol. 14 Pg. 3915 114 1/4: SW 114 SW 114 Owner: Gullickson, Kerry 2020 21 0th Avenue New Richmond, WI 54017 State Permit: 430359 Issued: 09/22/2003 POWTS Dispersal: Mound 24" or more suitable soi Permit: New County Permit: 0 Installed: 10/23/2003 POWTS Detail: NA Bedrooms: 3 POWTS Pretreatment: NA t~ot~s Issuer/Inspector As Built Not determined NA Emily Lund (contra Signed tiff: Yes ~3nteYtnCF* Scheduled Pump Date Pumped 10/23/2006 Plumber Other Requirements Sinz, Todd 1st Notification 2nd Notification 3rd Notification WI Fund: Additional Notes Monev Owed pump will be installed later, Zoeller BN152 per $0.00 plan. 1 1 ~ Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Sa~ety and Building Division INSPECTION REPORT GENERAL INFORMATION ~ (A i-T"ACH TO PERMIT) Personal information you provide may be used for secondary qumoses IPrivacv Law, s.15.04 (1)(m)1. Permit Holder's Name: City Village X Township Gullickson, Ker C Ion Townshi CST BM Elev: Insp. BM Elev: BM Description: o p. p l oa . O ~« - s I 8 ~~ TANK INFORMATION ~ ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic IC~bO Dosing l~ V YL r^~ V.~ / _ ~ ~ v~ Aeration Holding 1 TANK SETBACK INFORMATION TANK TO P /L WELL BLDG. Vent to Air Intake ROAD Septic ~ 1 ~ '"I I b H ~ SJ-~C.. 7 (O ~ ~ ? i Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number ~ `~~ a ~, I TDH Lift ~3'~~ Fricti n Loss ~. as System Head r.~,s~ TDH Ft ~ ~,~~ ~ Forcemain Length ~ Dia. ~~ Dist. to well SOIL ABSORPTION SYSTEM County: St. CroiX Sanitary Permit No: 430359 0 State Plan ID Na Parcel Tax No: 006-1040-40-100 Section/Town/Range/Map No: 18.31.16.272A10 STATION BS HI FS ELEV. Benchmark y•~0 /~ . D ~~~ ~ Alt. BM Bldg. Sewer i2-~~ 9 , SUHt Inlet I Z.~7S qa~U 5 SUHt Outlet / / Dt Inlet Dt Bottom utrn 1~,5a g .3a Header/Ma . ~~~ a ,~~ ~w.q5~ Dist. Pipe ~,~ qv Bot. System 3,55 ~ v~. as Final Gr''aldIe ~p- St Cover ~.va /OV- ~Z1 / ~/ d C -~ z yob /vv. c7 BED/TRENCH Width Length No. Of Trenches I ~ f t I PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth ~ DIMENSIONS ~~ _ S ~ ~ -~ ~~ r cc.,F~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: ~`~ j (~ > ~ 1 Yl bT b-~ UNIT Mod . rV1 t7lil 1'l r~ ~V V 1 DISTRIBUTION SYSTEM Header/Manifold C a ~ / ~~ C // ~ Distribution ^~ [ Pipe(s) / ~ ~ , ~ x Hole Size ~ // / x Hole Spacing ~ Vent to Air In/t~ake ~( ~ Length ~' Dia_____ J Dia_L ~ Spacing Length ~"' I~ S r1 / `~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Onlv Depth Over Bed/Tren C Depth Over rench Ed es xx Depth of To soil xx Seeded/Sodded ~~,'F Yes xx Mulched __ Yes ~ No L,j,~;. / ~i COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ Z 3 /~L L- nspec Ion #2: 1~/ ~. 3 /~_~7 Location: 2020 210th Avenue New Richmond, WI 54017 (SW 1/4 SW 1/4 18 T31N R16W) NA Lot 1 Parcel No: 18.31.16.272A10 1.) Alt BM Description = ~~ (, ~G1/l Il. i.6~ Pu vim. ~, ~b~{- j /1Sfiu ILF ~ ~ ~,~ _ t,u i ~ ( t~ rt 5~~~ L( czno ~{i~:-~(c~ ~pQ,~ ~((ti,,,~y, 2.) Bldg sewer length = ~oU~ ~ ',~pll5 ~ ~ k ~`~ ~ ~~ Cv45 G~PSL4a~-d ~'`' ~`'~ - amount of cover = ~ ~ C ~ ~~ r 15 ~.Y wu ctvt ~Lti~ 3) r ---- ---- --- r-- Plan revision Required? ~-] Yes No ~ ~ ~ ~~P, ~~F Use other side for additional information. ~ ~ ~- SBD-6710 (R.3/97) Da a Insepctor's Signatur Cert. No. i ~~ O Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 City ~l ` Gl~a~ ` iseonsin Mauison, Wl 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) (608)266-3151 30 3 Department of Commerce Sanitary Permit Application # State Plan LD. Number ~[ ~„n ~~/~ / ~l i(//J/ matio~ l m accord with Comm 83.21, Wis. Adm. Code, persona r q V E D oa 15 ~g address) ~ Aaar'ess il.d~.~ ~ Proj r ~ maybe used for sxondatY ptaposes Privacy law, ( . Zou~ Za o'`"' ~~ 1. Application Information - Please Print All Information S E P 1 0 2003 ,re Pr Owner's Name 3 l ~`/!C ~T. CROIX COUNTY Parcel # Lot # Block # ,~ ~D ,.. ~l~O y Owner's Mai ' Address Property location ~~~ / , ,~J ,,,SeJ ~~., Section 18 Ciry, State Zip Code Phone Number ~f T~N; Rfb Eo~ ll. Type of B lding (check all that apply) ~ ,Q/'1, Subdivision Name ,L CSM Number 1 or 2 Fanuly Dwelling - Number of Bedrooms $ l ' ~~ ^ Public/Commereial -Describe Use ~~-~ S /,f il' t%'Y7 ~ ^Ciry_^Village Township of ^ State Owned -Describe Use 111. Type of Permit: (Check only one bos on line A. Complete line B if applicable) A' ew System ^ Replacement System ^ TmatmenUHolding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision - ^ Change of ^ Permit Transfier to New list Previous Permit Numbs a~ Date Issued Before Expiration Plumber Owner IV. T e of POWTS S stem: Check all that a l le Pass Sand Filter ^ d ^ Si G ^ ng e ra At- ^ Non -Pressurized ln-Ground Mound >_ 24 in. of suitable soil Mound < 24 in. of suitable soil Constructed Wetland ^ Pressurized !n-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Rocirculating Sand Filter ^ Recirculatin S thetic Media Filte< ^ Chamber ^ ~ Ilse ^ Gravel-less Pine I-I (letter (exnlam) Dis rsal/Treatment Area Information: ~d ~ d ~ r V _ . (s Dis 1 Area Pm s ystem Elevation ~ Design Flow (gpd) Design Soil Appl'egtion te(gpds Dispersal Area eq _ ~~ SD ~~ ~~l'~ x ~ i~ r ~l . O j' ns' r~ V1. Tank info ity ~ Tam Number Matrufacturer fab Site Steel Fiber Plastic ~_ !~ ~// ` C ncrete Constructed Glass Gallons Gallons of Units ~ ~ Ncw Existing B,~ .r Tanks Ta c d septic ur ttsld+eg~atttr ~ / ~ (,vD ~Q/~ /`'a/O ~ / ~/) ' ~ '„' Aerobic Treatment Unit Da.ing Chamber / ~~ Vll. Responsibili Statement- 1, the under ed, assume Wty for installatlon of the POWTS shown on the attached plans. B„ein~cc Phone Number P umber' me (Print) PI 's S' MPMIPRS Number 3s= z~ ~~ ~ /s= z ~' 31~'~ , , ~ ~ ~~ Plumber's Address (Street, City, State, Zip ) c/~ 1S J ~~~ ~ ' ~ / ~ ~~/~/ .S D D d Vlll. aunt /De artment Use Onl Sanitary Permit Fee (' eludes Groundwater Date Issued ing Agen Signature s) Approved ^ Disapproved Surcharge Fee) Q~ y Z ~ %~ i o 3 ~ " 3 5 . `J , ^ owner G;vett Reason for Denial IX. Conditions of Approval/Reasons for Disapproval ~ ~ ~` s~~ YSTEM OWNER: //'~~ pp~•~ ~,~ y,~' W/~12t,a ' I Septic tank, effluent filter and (~0"N'1 !~•0.7.5~ dispersal cell must all be serviced /maintained as per mans t Ian ~~~ ~to rd~~(~ I setback requirements must be maintained as per applicable code/ordinances. ~~ ~,, ~3, tf 3,/ ~-e ~' t:~t. ~' ~ - - - -- - -- -- --- __. ~ .r.... n . tY tn~6... s... ~ ? Attach complete pram Iro the t.ounry uaq) rut auo ar..~....... wt..:...-• -~ -.-- --• - - - - ---- -- -c- ~ '~ ~.O V / ,A' »; yd~~ ,.~ ~. -~~J SBD-6398 (R. 01/03) Qr„v„,.4~ ~ ~~.aC.~ L.Tti~~:CK$~h-~'o~ ~\~.. ~o+ y,, lya.~\eQ.r.~M ~Z.~Z11 ~- -- - o u Io - ~ 0 4-~0- 4~0 9~ 5~~~~ ~"=3~ 1 C'~ vQ '~ K Z 2'13 Z t'~ „ \4, ~~ 39 5'a! 10~ (` obi 2~. Svc. gSln ~~ ~1,~,r w w ~ oc\ ~ ~-o ~_ \rr ,~y t ~ ~ O 4" St1.rv:tt ~ 42'! ~~1~.1 q c~.. 1 \ \ b~ o w .~ I-0 ~ O'tT~9 - la o'o ~q ~-~p / ~(~ ~ l Otl.J~ ' .~ ~ ~~~ ~~' - ~ inn ~~ ~/ { ~ ~ ~ qq~ ~ -~ ~.t~~.art SC.~~.:c Q 04F ~ ~~ ~ q~~ 2ev~`'' ~~-. 1•-e. ~~ I O ~-Iv 3: 0~.. ~l7 1 ~~ )~;w L axe \. ' \" ~ ~ J ~~~ ~ 5 ~~ ~a .r ~~ Ilt/w ~-` ~~`~ ~ ~.. ~~ KM/~ - -f. 3f~c . ~3 ~s4~.~~ 32 I ~. 5 ~ p a 4SK ~/f. 1~-e GZ ~ta o ~ ~1 w el~ y~ sl- e1+1 bo.c ~c..~u~. ~~~1 ~ Z th7~/-~v d+i.t:`~ sX_~I \~l ~ ~ 3 "i c~ \o .~c\c Ys~. J tl \ L"r Sw . S~ •\~-L1-\la~ ~o ~...~; ~-~`c.. Cov... k...~~,~ w, ~~4~~~cs-4~i~~ ~~ t c o~ t ,~ . o ,..o.,~S~•,, ~ ~- / _~, T 6 b i" ~` II)VII(!!,", 31111M (I~J I;)A')"1111M1~: f~i'LY iHVfl( :' 311 A ~111;IA ).-111 fK11 Lf is LY Juvnu:s i~l~ia.;17~n~aa ells-~~Y Voa)9•.IeuoAeNM if II .;S I Vl l {y11J11„WI (in -I.Y 1HVIlOSS e,V1 .IA1`.,~1 jjI1Sa IF71'C.1' 7HV(InS `: 1111"Ili ;:1 ~ii11S WS !H[-{:I ., ~ , ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September O5, 2003 CUST ID No.139462 TODD L SINZ T L SINZ PLUMBING INC E5609 708TH AVE MENOMONIE WI 54751-5520 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/05/2005 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Kerry & Trudy Gullickson 210"' Avenue Town of Cylon St Croix County SW1/4, SW1/4, S18, T31N, R16W Subdivision: Halleen CSM No. 827231 -lot 1 FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 918546 Identification Numbers Transaction ID No. 904318 Site ID No. 664267 Please refer to both identification numbers,. above, in all correspondence with the agency: 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 "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • 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 are prohibited. • A state approved effluent filter is required: Maintenance information must be iv explainin~e that periodic cleaning of the filter is require ccess to the filter for cleaning must be provided per Comm 84 product a r • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the 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. • Comm 83.22(7) - 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. ~, TODD L SINZ Owner Responsibilities: Page 2 9/5/03 • Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence 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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm jswim@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 i RECEIVED Kerry & Trudy Gullickson -Mound AUG 1 8 2003 Transaction # SAFETY & BLDGS ~~~~truction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (O1/O1) Location: Lot 1, Halleen CSM 827231 S W 1 /4, S W 1 /4, Sec. 18, T 31 N, R 16 W Town: Cylon County: St. Croix Date: September 5, 2003 Owner: Kerry & Trudy Gullickson Address: 841 Elmer Ave. Amery, WI 4001 Plumber: Todd Signature: License # MP 13 Attachments: 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management ~. ,.,cNT OF COrJ~MERCE -~.+o!ON t1F SAFETY AND BUILDINGS SEE CORRE ONDENCE page 1 of 8 Design. Criteria ~`~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/ 100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 4•sb gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold/header length Drain-back Lateral length 2 @ Lateral elevation Lateral hole size 3~i b in. @ ~ q holes/lateral Design Calculations I~ ~"" ~ / ~ "' 3 v gallons/sq. ft. per day ~y' ~ 0~~ ~ r,y ~_ Z ~ in. ~ ~ ~~ ~~ ~ S ~ in. ~'~ ~~ ,{ b~ 2.j 1~. ~, ~i~.~ l~i,~r bo.~ 3g 1 b. S~ ~s,~g ~~~~ ~ 3 ,~-s~ Lateral volume Total lateral discharge rate Network pressure compensation losses Elevation difference Friction loss Total dynamic head Pump/si~on ~ gpm @ Manufacturer ~'° ~<<°^~ o •4'Z ~~~ ~ Z. o Dose volume Lift/siphon tank '-~~~ ~ w~' Septic tank ~~ Effluent filter ~ `~~ ~ ~ o gZ-2 ~ 14131' -~ Measurement pump on and off b ~ Y Height alarm from tank bottom ~ ~•~ Reserve capacity 36S ~ specs.calcs,res `~ b. tt5' ~ ~, . b ~ C,o r„(,o 2 ft. of in. ft. of z in. gallons ft. of ~~~ Z in. ft. @ bottom of lateral in. ( s ` ° ft.) Spacing holes total gallons gallons/minute @ ~' ~~ ft. head ft. ft. ft. @ z ~~ gallons/minute ft. ft. of head Model # 1 ~ Z , gallons ~ ~o gallons ~ °"'Z~ gallons m. in. gallons Page Z of g 1 a d 1 a ~+ 0 J s ...+~- 0 G .J .I u ~~~ .Y f 1 ~ ~ M ~ \ ~ .~ `~ ~ ~~ ~ ~ ~ ~. $ ~ Q ~~ y ~ s ( ~/ ~ v 9 J ~. .~- , ~ ~ ; . c v la r„~ ~ f a "c " ~ `'~' rl~ ~ , ° ~ a ~ J ~ ' ~ 7 ~ I ,* rim ~ .,~, I ^ o j / JI ~n v ~~ a ~~ ~' d 4 ~ ~ ~ / ~ ? ~ G^ ~ t ~f `-3 J N 9 ~ / ~ ppp S ~ 3 a V _~ N ~ ri 9 d s ~ ~ ,~ ~~ J ~ ~ ~~ ~~ t' 9 N J ..i s i ~y f j> d J ~~ ~ ~ ~d' 1 1 gg ~d' ~ ~ ~ i 9 /~'a. 4 9 N N ~ ``~ i ~ ~ So r v g~ ~ C f/~f 1 n ~{'C_'~.1 ~ ~ 3 ~ 'a ~i 1`A I~ 9 a\ V i d Jf s '* ~.i` i ~~ _A rn .~ r d ~ so~~ ~ ~ ,, " .~ .s ~~` ~~~,.,~} ~ $~ ~~ ~ ~ ~ ~ ~ ~~ ~ ~Jd ~ V r~ - !k ~ ~" ~d S S ..~22i J 0 d ~ n1 6 ~~ J r ~ d < ~~~ i LI- d3 M ~_, '~ =~ti~~~v ' ~x~3~~ r<mT'rm ~~~T«~; ~?m - __»y` J.Y',~ J ~ 00 ACC D»DDD s. - -. .~_.. .. ~ ~' ~ " J S i-a. ~ C. v~ v r' S ~ l a. } ~ ova A, 1\ ~1 u nn o 0 '' eft cv . L O1. L~ 1 f3~~-+y \ 1 w~ ~ ~ o,p t ~•~ 1 ~ 121' 1 PtS~ x.13 ~ 1 ~a~ ` \ ~o i..~co: ~-L( 1 ~ ~ ~1°~ ~ 1 O.v a.a` \ bt7 . p 4 p~ ~ ~4•r', N oie.~. ~ oa1~ \oa:.i~l e.y k.~a.~ ~0,~ - d. S7 3~ i 1 ~~~Z1 tw~e-~..~a~e.dl t C~~}~~ 9 ._ .. 'T ~C }- ` ~ 1' 1 e...,~ V ~ 2,~ ._.~_ w,s.c~, ~"1~~-~ ~~ ,,sr ~ •s' 1•i, . o ~--~s' -, ~~ ~, t+s.z' 1.0 ~ ~.S T ~ Z4s' _~ l1. It ' ~L _ wL~~ ~~ O', 4^ L 4~ ~p .-~. S v c o b S ~-~r ~~ ~; o ,, .,.. al l~ i-~ b e i~ ~ a w v ~F r o ~ K 2N /v'' ~~ I / 1 r -~~t'P~c s~. 40 ~% - I ~ _ - s ~ ' (~~o,~, 4.v r,~. t „"/ .4.\va.~ ao<. ~y.,~{ To 4~1M.~ gJ~~..Clfi.~((Q"' pry ~Q~~r~ `~^•/ V w`v~ ~o XQC ~`~' ~n,:vs,,~awT ~' ( JJ -' ~ z. ~: ~: ;. ~ -1 ~ \ ~--1 ~3g ~~~b ,~ ~w a s s ~~ ~ ~~_ f~ k ~. ~~~~~ i ~` s; ~, j. ~. v i~u r -LOCKING GOVfiR ^-~ avlcK O~accuy~GT•--1 L 1 ~v . Rg ¢4 ('tic ~~~~ 777% 4m DIP6 3' ~U N~ISTUa6ED .SOIL, ~ 4W ROVLD. SKET 3bNr~ I. PIPS. ~~EC.TIOKS c~e~. S3°6•o jr l~v. ~~•p SEPTIC f DOSE ` Tnu..S .0~ I .4 ~, ~ ---,_ 24u Z.D, r~axua~ .... A _~ gAF'FLE 4 d r a.K f`~0 ~ ~\~ D F'~' o8'L1-l4~A /v h O w ~ 1, a.. z4 •s " .L Alo,~1 2" ON -- ,, ~a~ QGF < 9~~ 2 ~' Foa~~ I"'~ n ~ 'v WEATHERPROJF ~,TLNCTION - - ---_.~ %.i ~wC,...v H (.~ i 4z° Pw•lP Go~vUeE-rte bcoGK _ SPECIFI~GATIOIJ i~~. ~ I~' Y i7~,77~,;'7 P Esc. ~~ 4 0 YchT, _I K~;~ _~_ ~` / A ,~ . "' 4 c 3' ono V+cA; o MA-JUFACTURCR: "' ~~` ~~2~ ~~' TAAJK SIZC; ~ ~~ - V~ UMBER OF DOSCS: PEK C~~ GALL01J5 {; 1 ALARh~ M S `~ ~~~ ~ DOSC VOLUME ~'~•~~ <, ~~FgCruRCR: ~s °K- ' IIJCLUOIAIG OACKFLOW: /'~ O 0 C l 1,1 U IhD E R: . 1 e 1 1-4 ~ Z4 ,~~ ~! S l ' 1rv.Q~y ~ r w ` SWITCH TyPq; ~ CAPACITIES; A c IAJCHCS OK 'S', vh _ ~~ ~ ~ HUMP /1A-JUFACTUiI[R; ~od- ~'2a. g 6: Z i1JCHES OR 2~~ C.~.~J..: ~ 10.5 ~I° $S lS2- ;~ MODEL -JUMDCR: t C ° iUCnES OK ,,.,,.~..~ S•J ~3 4 ! ~Q,~..wv JWITCN Taff: ``• . D' INCHES cR ~~..C~-- h11uIMUM DISCHARGE RAT'C ~S'~ G-F1 DOTE: PUMP AWO ALARM ARC TO BC INSTAllEO 0-J SEP~RATC CI~~_ `;, VORTICAL DIFFERCAJCf DfTWCCU PUMP OFf /1U0 OISTRIDUTIOIJ PIPE 11~}~' .. FECT ~ MIuIMUM -JETWORK SUPPLY PRECSUIIE Z ~ ~ . + ~'IO FCET OF FORCC MAIIJ X `'~~ FT,/ ------- ~IOO /tFRICTIOU . FE:CT io.~S~ c9.gZ 2Y FACT OR. ,~_ FEE T~~ r L ~ ~~ ~ Y' .~. ~l TOTAL Dy1JAMIC NEAO - ~'~"OIZ FEET aSyj 0 IUTER-JAI„ pIME1.JbI0A1C •0/ TA-,1K: LEAl(iTH 2 r ;WIDTH ~ LIQU10 DEPT H _ --, •, ~ HEAD CAPACITY CURVE N MODEL 152/153 w~ ~, w ~ ~ 153 12 40 152 0 w 30 ~ z 8 r 0 20 a o ~ ~- 4 10 0 20 40 60 80 100 GALLONS LITERS 0 80 160 240 320 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Owik-Box available for'outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. 1521153 Series _ _ 752!153 MODELS Control Selection Model ' Volts•Ph Mode Am s Sim lex Du lex N1r 52 x_115 1 Non 8.5 1 2or3 _BN 152 ~ _ 115 1 Auto 6.5 Incuded 2 or 3 r E 152 ~ _230 1 Non 4.3 1 2 or 3 BE152 ! 230 1 Auto 4.3 Included 2 or 3 N 153 ' 115 1 Non 10.5 1 2 or 3 BN153 115 1 Aut 105 I I ded 2 3 TOTAL DYNAMIC HEA~/CAPACITY PER MINUTE EFFLUENT AND DEWATERtNG MODEL 152 153 Feet Meters Gal. Liters Gol. Liters 5 1.5 69 261 77 291 10 3.1 61 231 70 265 I 15 4.6 53 201 61 231 20 6.1 44 167 52 197 25 7.6 34 129 42 159 I 30 9.1 23~ 87 33 ~ 125 35 10.7 -- ~ -- 22 85 a0 12.2 -- -- ! 11 ! a2 Lock Vcive: , 38.0 Ft. (1 1.6m; j ac 0 F!. (' 3.4mi'', 3 27/32 aiasoe :~ ?2 ,I --~-- ~;, .. . ~~ i r. !' •• I ~r- t I ; _ ~ sKZOea i o ncu or SELECTION GUIDE E 153 1230 1 Non 5.3 1 2 or 3 t3~ E 3 230 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level Aoat switch. Refer to FM0477. A CAUTION 2. See FM0712 for correct model of Electrical Alternator E-Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) 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). or (4) float System. RESERVE POWERED DESIGN ~~ For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. 80X 16347 Z ~" -' -. ~ ~ ~`~' Louisville, KY 40256.0347 //'/~J ~ ~'~~ SHIP T0: 3649 Cane Run Road Manulacturers o! .. ~+ p „~, j Louisville, KY 40211.1961 QUAI/TY PUMPS ,/INCf ~9~d http://www.zoeller.com l /j' PUMP !O. (21778-2731 ~ 1(800) 928-PUMP FAX (502! 774-3624 © Copyright 2000 Zoeller Co. All rights reserved. .~ System Management Management of this system is critical. As a cotidition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715-235-2644, 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 . [f the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the 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; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, 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 low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 ~ ~~` 1~~47 ~~~ w Wisconsin Department of Commerce .SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code 1815 REC~IVEDPage 1 of 3 Certi d Soil Testing Count 15 U LUU~ Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must S E P t. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and P~1D ercent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. ST. C -~-/ Please print all information. Revi a e ersonal information you provide may be used for secondary purposes (Privacy Law, s. 15,04 (t) (m)). ~ 9 2z Property Owner Property Location Gullickson, Kerry & Trudy Govt. Lot SW 1/4 SW 1/4 S 18 T 31 N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 02 3 841 Elmer Ave. 1 Halle CSM 827231 City State Zip Code Phone Number ~ City ~1 Village , Town Nearest Amery ~ WI 54001 715-268-6322 Cylon 210Th Ave. /_ New Construction Use: ~' Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial -Describe: Parent material loess over til- Flood plain elevation, if applicable NA General comments and recommendations: install 5' x 91.2' rock cell mound ~o~n, 1~00d.0 contour as upslope edge of rock w/ 11.25' sand fill a Boring # -~ Boring ~!; Pit Ground Surface elev. 99.3 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence oundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10YR 3/3 - sil 2 f sbk mvfr gs 1 m .5 .8 2 9-21 10YR 4/4 - sil 2 m sbk mvfr cs 1 m .5 ~ .8 3 21-25 10YR 4/4 f3p 7.5YR 5/8,5/3 sil bk mvfr cs 1m .5 ' .8 4 25-40 5YR 4/4 f2d 7.5YR 5/8,5/3 sl 0 m mfr - - .3 .5 horizon 4 c content increases w/ increasing depth; almost scl below 36" Boring # - Boring Vi Pit Ground Surface elev. 99.3 ft. Depth to limiting factor ' 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' in. Munsell 12u. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 ~Eff#2 1 0-7 10YR 3/3 - sil 2 f sbk mvfr cs 1 m .8 2 7-28 5YR 4/4 - sl 0 m mfr cs 1 m .3 .5 3 ~ 28-44 5YR 4/4 - sl 0 m mfr - - .3 I .5 horizon 3 c content increases w/increasing depth; almost scl -non-code loading could be 0.2 - 0.3 gpd/sq ft: no redoximorphic features observed Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 150 mg/L * Effluent #2 =GODS < 30 mg/L and TSS _< 30 mgr ~ST Name (Please Print) Signatu e: CST Number -lenry F. Grote ~ 222774 4ddress Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 7/23/2003 715-233-0398 Property Owner GUIIiCksOn, Kerry & Trudy Parcel ID # 006-1040-40 Page 2 of _ 3 ^ Boring # __~ Boring /~ Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0-8 10YR 3/3 - sil 2 f sbk dsh cs 1 m .5 .8 2 8-18 10YR 4/4 - sil 2 m sbk mvfr cs 1 m .5 .8 3 18-34 5YR 4/4 - sl 0 m mfr cs - .3 .5 4 34-56 5YR 4/4 f2d 10YR 6/2 sl m mfr - - .3 .5 horizon 1 sbk occasionally parts to 2 f pl; deep chisel plowing indicated to reorient tillage induced platy structure; one 7.5YR 4/6 - 10YR 6/2 redoximorphic feature w/ dark center associated w/ decayed root @ 16" ^ Boring # _-.j Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 ~ I I Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 i " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L "Effluent #2 =GODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Certified Soil Testing ' ~. r ,~ S a d a ---~' D J f .._. G 0 G s V 1 Jy t .n. i~ ~_ :~ ~f I ~ w 3 ~ J ' ~ ~ 3 ; c/~ o s I J s 'fin v ~' ~ 0 f ,d. d r ~ d 1~ ~ r" N ~'" ~~ ~ ~ . C~ N J ~' (~_.~ d 1 1 ~, u ~ ~ ~.-~..., 9 -~ ~ ~ ~-' .f ~iQ ~ c _ -; ~ ..~ 9 S ~~ `'~I r7 7 S ,~ /~ c 9 ~ ~ ~ ~f ~ '~ ..~ o / V I~ n d d i c '* ~rf i .S~ ~ .A ~' .• p d ~, j ` Q ~ ~ L..J ~~ ~ ~ ~ f 4 !J y v 4 Q u ~ ° ~ s ~ !n ..~ 3 d ~ so~~ ~ f ~ J 4 ,A d .~ d ~ 1 ~ ,• s` ~~ ~ ~~~~~ ~~~~ j JJo 1' r ~ s ~~ -Q `~' ~~- Q r'` ~ o ~ tl 6 ~~ J ~~ „ 3 3~~ ..h Y t.,}- ~~ ~3 /j s `~ ~~~ ~~~~ a~s~s~~ :~:=,.mv ~~~,'~m -^~nNNy oo«<v ~~~N~~ "'"~'~`6"dn o~o`~'~o cccccc mm~~~m. '03 o9io9, TL'E o8:43 FAfi 715 483 18424 TAI INC, ~uuz!uu~ up. !!~ u!~ tKl l~~• Jl Y.'._1 f 1J S~Sb bfSU _ JL ;at_i C:U LUIV1Nt, .~'. (1(11 sT C~~rx covrr'icY SEPTIC TANK M.hIN~AEND CB AQRBENSSNT p~NERSHIP CERT~ICATION' FORM 6 tZ r2 L -~- ~ Ru. ~ .,~.~C- ~ ~~, S o ~~.,+ p~rr~nerBuyer ~ t~ ,.y., e ~ iJ i `~ `~ `~ coo t Mnilin6 Address ,_`~ ~-i ~-~ ~-t.,, ~ tL t'~v := . c Pfoporty Address ~ C7Z~ 6l \ U D artrrteut for new consCrrtcrion) (yerj~, iGatioa required from Planning c'p _~ .s ~SiStC ~.~>y ~~ ~~~_ ~,,~ ~ S parcel Identification Number V v ~ " ~ ~ +'~'~ ~ `'i `~~ ~ ° ~' / LEGAL D1;sci~IYT~ON . ~ ~a,A-'/C~ ProPertY Loa3tion ~~ `/~, S'~ ~J,, Sec. __]_o~ T~N-~~• Tom of t~ r~.. Y,ot # ~; Subdivision /,, 3 ~ , v'oltuao I Page # ~ ~S Cectftied Su[yey Map # !!% off' ~_~u~~-', ~ IL7~ ,Volume Page # WatrAnty Deed # ~ Lot lines ideni7$able S$ yes O ao Spec boost ~ yes Q tao SYST'ETM ~-~~~ tic term, could result is its prer~+srurr; €silure to handle wastcs_ Proper maiatensoU ~xxopct usn sad maiate~tnrc of Your sep ~'' needed b s lictased pump~• FTbrii Yon rut into the system consists of ptlmpiaEy o~tt the septic txaic every throe years or sooner, ~f y ca.n affect the fimcrioa of the septic tank as a treatment stage 1A the svastz di,spossl SYst°m' cat a certification form. si.gaed by ciao owner and by a 'Ihc ptoperry owner arcs io submit to St. Chou ZoninE l~eparan that (Y) the on•-sitowastevreterdispasai cystcm esastxrplumber,i~cY~Plumber,res~setedplamber ots yccnacdpu~ '~T~°g the tic tank ss less than t/3 frill of aludgc. u is preper ap~~g condition a:zdlos" (Z) aRer inspection and pumping (if ppGG553rY~, ~ sal sys~. with the str:,ndard: ./-~.~o ~~ed have read the above czquirenacnts and ag~a ~ ~-'°~''a the privata eeaago diapa ~~o,doa ~set~fotth' herein, as set by ehe DtpattIItoot of Comm~trec and tbd De[~srtmcui of Nattusl Rusovrers, Staec of WiseansO eC within 30 sutimR that your septic ayctam has been malntaiLCd must be completed and rCtuLntd to ~'e St t~Yoix e~ty Zoning days of cbc thsrc yeas expiration dato. _ g, / /C DATE SIGMA OF 1kPPLICAI`ri' (~ ~ R FICATX4N o„r L~awledge. 1 (we) am Cam) tic CQrpct{s) o: i certify that aLl seatamcnts ora this fornr are trot to Lhc best ° stexyof Deeds OLFiea. the prorxtty desezi~d above, by virtue of a warranty decd racordcd is Xieg' ei~ 3 ~~ DACE SIG1~lA' OF gppT.ICANT cad •••~•- spy information tha! is mis-rcprewented rosy result >n the san3rarl permit being revoked by the 7,oning ncpa~ r.y~.a •+ Xnclade rYtth thls application: a stamp4d warranty decd from the fotc '~ret~~m~ado is the wazrantY deed s copy of tlu ccrcfiod survey tip F;9i'J9i2J~1:=~ 15:54 1715246775 REhAf~`r; TODr~Y ubiuaiu:i '1'UJr 14: J2 FAX 715 388 4887 REGISTER OF DEEDS u ztia2P~s~~ STAIR BAR OF WISCONSIN' FORM 2 -1999 Documetexurobet wARR.AN'X''Y DEED This Bead, made betwt:en eide A, fluff, an un ,married woman Grdlttor, and Trndv Gullicltaon bpd ~v Gutlicl~on, hasbsnd and wiftL Grantre, Grantor, for a vzluabtc consideration, conveys and warrants to Graotae the fo))owing described real estate ~ County, State of Wisconsin (if more spact is nct:ded, please attach addenduttt): Lot 1 at Certified 8urvoy Map recorded hi Volume 14 of Gertiffed Survey Maps tm Page 3915 ats Document No.. 2(~7?,31 _aod bung Iocated In part of the Satth~fest Qttarttr oP the Stwtitwt:5t Quarter (SWI/4 aC SW1/4), 9ect;ott Eighteen (18), TovmSbip Thirty-one (31) North, Range Sixteen (16) wtst, Cylon Township, St. Croix County, Wisconsin, R~atdlt~ Arcx F'HUE ~=t 2 _ ____. _~ 0 ~ 2 - 1~ F~ ~ '79164 REGI ~ OF DEtr313 5T. CRaIX CO.. MI 8F•C6IY1:D (:OR RECpRp ®~~~~Z083 01: ~i5PK wARR~T ~ E!<D R£G AEfie 11.60 CO YSFggg' 12b.08 CC FBIi: PAGESt i Name amd>~arn Addreu '~~~~~ Qqa-lnao-~-ioo Partat Idetaiiieadon Nuatber (PIN) This Jastot homcste4d property (is not? Exceptioas to VvatYanijey: F.aeements, reatrictloae and rights-oF wrsy of rc~oord, [t any. Dated [hi6 ~_ day of ITIIv 21)03 w AYfI'fiTNTICATION 5ignamre(a) autheatit~ted this _ day of -.~., _.__ _ - ' ~ v TITL$: i~f&IvlB~it s?ATB 13AR of wlscaxslN (Cf oat. __ aud+orixed by 5 70ti.06. Wis_ Stats.j THLS IN51'ItUME1V'I' WA5 DRAFC s~1$Y Attorney ICristlns Ogland F[wisort, WI 54o1d - .. _.._ _- _.. .._ .. . (SiBnamteS trey be a-nhcntieatai or aelrnowlattped. BaL xn oot ncenssary.) A, Auff __ ----_ •-- y ACItTiOVYLEDGiVI1;N7' STATE OF WISCartSlN ___ ) ss, St. CroGt _.. _ _. ,. County ) Personally ante before m¢ this ~_ r day of J~ -_-•--- .... , 2003. die above n+-mcd Setdi A. Huf[~an tmmarrled srurnan, to me frno __._ _ .... _ ._. _. ._..... _ _.._.. . . vm to be the Dersmt(s) who execuu~tl the foregoing inttrumenr and aekmw(cd;td thr same. ., Notary P ~ , Sttttc of W ~ SCc~+. ~~ -. M Contmiaafon is permanent, (if r,pt, state ¢xpiration dnte: of pacaona s3~~dng in any capgclry moat be typed or prirmd beWw duir si~tart~ro. -nlbrtmdon t"tafaessmei: Ca,, fwd d<i Lac, Mf l STArC AAR OP WJBCDNSIN >fODb5S1p1I wna<uxrr n1BSD FaxtH N., x - t519 a ~ 1"t RONALD F. ~ ~~;,~.~'' .,.~_,, r4.rrid~ JOHNSON `~ ; ~ Gblo -- /DYo - ~U - /60 a7a~--G AM~RY./ W~Y ~ r ,~ Doi ~o ~o - Yo - od '~,~~ ~o q E r ~ a crs~r, r~~ "' d ~~.4 vi NO SU R J •' 9~s 4'~~•„~•~"'C ERTIFIED SURVEY MAP Located in part of the Fractional Southwest Quarter of the Southwest Quarter of Sectio 1p, 8, Township 31 North, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. Requested by. Steve Halleen NOTE: BUYERS OF THE LOTS HEREON Halleen Farms MAY EXPERIENCE NOISE AND SMELLS OWNER: ASSOCIATED WITH THE EXISTING FARM Gary M. and Arleen L Halleen OPERATIONS ADJOINING THESE LOTS. o 1580 Timberwood Trail F Woodbury, MN 55125 a ~ Drafted by. Jason M. Gustafson ~ I ~N w Uf~P~@Tf~Q LLAIJQ$ Q~ OWNE:R o ~ i v_ z° 11-` ~ J ~ ' ' " ' , _ ______ -----5 89 59 07 E 750.00 ----- _____ _~` a ~ - ~ 375.00' ~ 375.00' ~ ''~ ~ \ \ ~ ~ ~ ~ t i ~ ' ~ i FENCE x ~ a 7a ~ -~v ~ 7~~ :~ ~ a " w a LOT 2 LOT 1 0 ~ u~ a u>f I ~ o ~- I I ~ ~ a , TOTAL AREA: ~ ~ TOTAL AREA: i ~ ~ ' I 01 ~ 3 217,762 SQ.FT. w ' 217,769 SQ.FT. °D w • ~ a ~ rn 5.00 ACRES ^ ~ 5.00 ACRES ~ . QI ~i o 'oN, al r ~ AREA EXCLUDING R-O-W: -aN, ~ AREA EXCLUDING R-O-W: ~ ~ `~ 205 394 SQ FT ~ ,~ . ~ , . . ~ d. ~ I 205,387 SQ.FT. : I 4 72 ACRES o ~ c . i 4.72 ACRES ~ i o ~ w Z I V) I ' ~ 3 o a .~ . ~ ~ + R.O.W. 210TH AVENUE j ~ ~ ~ ~ ,.. --- ---N 89'59'07" W~ 750.00'--- --- , t ~ °D ~~> ~~ , - _375.00=_ -- = ' ~ 375 00 - ~`~ ~ ~ ~_ ~- - - - n~~ _ -- - - ~_ -=-- - --- -' %-33.02' 375.00' n ;-33.02' 37s.nn' 33.02' ~ ~ ~~_ ~~ ~ ~~_ ~ - N 89 59'07" W 750.00'--- ---' V ~ ~~~~- SOUTH LINE OF THE FRACTIONAL SW 1/4 -'~~~ ------N 89'59'07" W 2941.50'------ --~ SOUTHWEST CORNER ~ 210TH AVENUE SECAON 18-31-16 SOUTH 4UARTER CORNER- FOUND "SURVEY MARK" NA/L 210 T H__A V E N U E_ SECnON fa-.~1-1s lJ~p~gZ1.]rQ_t~ypS_ FOUND "SURVEY MARK" NA/L NOTE: The parcels shown on this map are subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access cv to parcel, etc.). Before purchasing or developing any parcel, contact the St. ~ ~ ,~ Croix County Zoning Office and the appropriate Town Board for advice. APPROVED of ST. CROIX COUNTY ~D l.1ESEN.~: Plannina_ Zonirw and Parks Committee ~`~,. 24d~ ~ 6 County Section Corner Monument of Record J U L 2 8 2000 2 ~ ~ ~R ~t ~o • Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per ~ NO TH ~sleto Co.. Cto~ 1 If not recorded within 30 da s of linear foot. y $ . approval date approval shall be • ...Denotes 100' building setback from R-O-W null and void ti ~~.:.. JOB ~ 99042 Prepared by. A & E LAND SURVEYING do CIVIL ENGINEERING Phone No. (71 S) 246-4319 109 East Third Street, P.O. Box 325 New Richmond, WI 54017 Sheet 1 of 2 150 0 150 GRAPHIC SCALE SCALE IN FEET: 1 inch = 150 feet BEARINGS ARE REFERENCED TO THE SOUTH UNE OF THE FRACTIONAL SW 1/4 OF SECTION 18, TOWNSHIP 31N., RANGE 16 W. WHICH IS ASSUMED TO BEAR N89'59'07"W. Vol . ~ 4 Page 3915 Wisconsin~partment of Commerce $OIL AND $ITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code - Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz~'"Alan must- ~ County ~ include, but not limited to: vertical and horizontal reference point (BM drrectiiin and ~, ~~ ~ ercent slo e scale o di i d l rth ti u 3 ~ 1~~ p p , r mens arrow, an oca on and d nce to nearet t ~d: ^ ~ Parcel LD. # ons~no/ APPLICANT INFORMATION -Please print all inforr~atlon. ~` ` ` , Reviewed by Date • ~ Personal information you provide may be used for secondary purposes (Pnva~ y L~~r, s. 15.oa~tj ~/`fA Property Owner ~'- ~ ~.. ~~r ~ ~ ,L?'e~ `~, .~ ocation ~.,! Govt. j/ti, 1/4,S T ,N,R ~ E (`~"~ Property Owner's Mailing Addr s ~~ ~ ``:~ `~. j ~ ~bf#.--~._ f~k#` ~~ ~ ~ ubd. Name or SM# L O ~ ~ G Oq G~-~ /Y . ~ ~ ~ Cit~,yf? // Sta~tfe Zip Co/d~e2Phone Number ~U~Q~~~ I d/f~ I ~.~ /v,%' I ~ ) ~ ~:4'~~1~~ ^ City ^ Village ~ Town C~%,~~ Barest Road ~_ I ~/o~if ~ew Construction Use: .,residential /Number of bedrooms ~ Addition to existing building LJ Replacement U Public or commercial -Describe: •-~ Code derived daily flow ~.~0 gpd Recommended design loading rate y ~^ bed, gpd/fi2~trench, gpd/ft2 Absorption area required .3 ~~ bed, ft2_~rtrench~ Maximu design loading rate . '~ bed, 9Pd/fl~ 6 trench. 9Pd/ft2 Recommended infiltration surtace elevation(s) //O -C d% __~!!°dh %°> C u-f ft (as referred to site plan benchmark) Additional design/site considerations ~l~ ~ ~~~fi Parent material ~ ~ ~ ~~-~~irU ~ Flood plain elevation, if applicable ,/~~ ft S = Suitable for system Conventional IIM~~IOU~~nd In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ^ S ~-U y~v ^ U ^ S ~ U ^ S .~-U ^ S ~-U ^ S ~ U SOIL DESCRIPTION REPORT Boring # I Ground elev. ~~ft. Depth to limiting factor in. Boring # 2 Ground elev. Depth to limiting factor ~~in. Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/fit in. Munself Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench ~ ~~~ C~ ~~ ~ ! _ r ~C ` p J~~ ~j~r, ~ ; j ~% .~ Gt'z-~ J'`' /~ , ~ ~ ~/~ /pie.`" .J t~` ~ ~ Gam- ,~ ~'~ - ~- ~ ..~~ =~ Remarks: 0 3/ ~ ,6 ~» ~ ,~- C / ~.n / l " ~ ~ r ~i~~ Remarks: CST Name (Please Print) S' nature Telephone No. Addres Date CST Number ~u r~ ,~~~~ SOIL DESCRIPTION REPORT PROPERTY OWNER PARCEL I.D.# Boring # Ground elev. ~~ Depth to limiting factor ~Qin. Boring # rr _~ Page of _ Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ~ Trench D ~~ ~ ~ ~.-~- .5 ~ . r- 1~~~~ ~ ,Q Remarks: Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench Remarks: Depth to limiting factor in. Remarks: SBD-8330 (R.9/98) .,.~, ~~ ~. Project Name Gary Halleen Soil Test Plot Plan Byro 'rd Jr. Address 1580 Tamberwood Tr. Woodbury Mn. 55125 CS #220527 Lot west Subdivision Date 5/3/0 SW 1/4SW 114S18 T 31 N/p16 W TownshipCylon Boring Q Well PL Property Line COUnty ST. CROIX ,BM or VRP Assume Elevation 100 ft top of white stake System Elevation '~7.8 H.R.P. SE corner of PL and 210th ave. Alternate B.M. 21 ~B.M.L,B.M. ~~~~,, ••. ~s i1" RONALD F, ~'!' ~ ~ l!` ~ ,.-.. JOHNSON ~~MJ ~ r aw~isY'~: AUG ' g~ 62 ~2~1 < ~OQ'e~ ST. Ck01X CO ~s~NO SUR`l~ ~~!' '~...SURVf-vpN,S F~TY ~''•~•~~~~~`` CE RT IFIED~~ EY MAP Located in part of the Fractional Southwest Quarter of the Southwest Quarter of Section 18, Township 31 North, Range 16 West, Town of Cylon, S t. Croix County, Wisconsin. ~ Requested by. Steve Halleen Halleen Farms OWNER: Gary M. and Arleen L Halleen 1580 Timberwood Trail Woodbury, MN 55125 Drafted by. Jason M. Gustafson ~t 0 Sri ao m w 0 ao UNPLATTED_I,ANDS OF OWNER ----- S 89'59'07" E 750.00'----- 375. u~.J a ~l a a J~ I I a ii ~~ rn !~ 1 NOTE: BUYERS OF THE LOTS HEREON MAY EXPERIENCE NOISE AND SMELLS ASSOCIATED WITH THE EXISTING FARM OPERATIONS ADJOINING THESE LOTS. ll t i i I I J Q 0 Q~ o: ~` 3 w~ ~w v_ ~ 0 v_ wp z J ~' F-- \ c~ w cn g LOT 2 ~~' i ,~ I ~ i TOTAL AREA: I w ~ 217,769 SQ.FT. I ~ ~ 5.00 ACRES ~ `~ W: ~ ~ AREA EXCLUDIN G R 0-W: ~ ~ ;+• ej 205,394 SQ.FT. ~ ~ ~ 4.72 ACRES ~ to I i LOT 1 ~ o r ~ , TOTAL AREA: 3 r 217,762 SQ.FT. rn 5.00 ACRES `~ '~' AREA EXCLUDING R- - ~ 205,387 SQ.FT. o ~ 4.72 ACRES z I .... ................ ............ .... ............... ........ .... ~ R.O.W. 210TH AVENUE i I t i .~'.- -- --N 89'59'0" W~ 750.00'--- ---_,, t, ~. ____- -375.0 '------- i -----375. ------- ~`: %-33.02' S M ~~33.02' 375. 0' 33.02' `, ~ v ~' - n ---N 89'59'07" W 750.00 -- `~,, SOUTH LINE OF THE FRACTIONAL SW 1 /4 ------N 89'59'07" W 2941.50'------ SDUTHWi<'ST CORNER ~ 210TH AVENUE SEC110N 18-31-16 FOUND SURVEY MARK" NAIL ~ 10 T H__A V E N U E_ UNPLATTED_LANQ,~_ NOTE: The parcels shown on this map are subject to State, Caunty and Township laws, rules and regulations (i. e. wetlonds, minimum laf size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. APP'~C?VED ST. CROIX COUNTY I FrFN~: Planning Zoning and Parks Committee County Section Corner Monument ~~~ 2 8 Z~Q~ of Record • Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per If not recorded within 30 days of linear foot. approval date approval shall be • • ...Denotes 100' building setback from R-O-W null and void JOB # 99042 Prepared by. A & E LAND SURVEYING & CIVIL ENGINEERING Phone No. (715) 246-4319 109 East Third Street, P.O. Box 325 New Richmond, WI 54017 Sheet 1 of 2 u~ w N o~ ~ ;r o~ N3 i~ 0 o~ :~ a -~~ - .~ nom. __~- ~ , _r I ~~ J~ o~ ti- ~i n_i z~ SOUTH QUARTER CORNER- SECTIDN 18-31->6 FOUND "SURVEY MARK" NA/L ,r ,~ ~, 0/ 6 Fl~'~~04 ~ ,u~ 2 2 a waL~ N 0 TH ~R~ sie o DWI $ S1.Cto~Co. 150 0 150 ~---- GRAPHIC SCALE SCALE IN FEET: 1 inch = 150 feet BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE FRACTIONAL SW 1/4 OF SECTION 18, TOWNSHIP 31 N., RANGE 16 W. WHICH IS ASSUMED TO BEAR N89'59'07"W. Vol .14 Page 39] 5 ~~ ~~ 7 aril