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HomeMy WebLinkAbout004-1031-50-010St. Croix County Zoning Friday, July 23, 2004 at 10: 09: 56 AM Detail Sanitary Information Page 1 of 1 Computer #: 004-1031-50-010 Sub/Plat: NA Section: 14 Parcel #: 14.28.15.211 1 Lot: 3 TN/RNG: T28N R15W Municipality: Cady Township CSM: Vol. 17 Pg. 4561 1l4 1/4: NW 1/4 NE 1/4 Owner: Ewing, Susan 381 315th Street Wilson, WI 54027 State Permit: 453181 Issued: 05/11/2004 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: 07/01/2004 POWTS Detail: Bed Bedrooms: 3 WI Fund: POWTS Pretreatment: Unknown Notes Inspector As Built Plumber Other Requirements Additional Notes Monev Owed Ryan Yarrington NA Hurlburt, Horace elevation used for contour changed to 100.14 $0.00 Signed Off: Yes instead of 99.5, but still in tested area and used 1.5' sand fill per plan Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 7/1/2007 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safely and Building Division IN,SPEC~IC~~1 REPORT GENERAL INFORMATION (ATTACH T~ PF ='MIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 t1)(m)J. Permit Holder's Name: City Village X Township Ewin ,Susan Cad Townshi CST BM Elev: Insp. BM Elev: BM Descriptio l03 ~25 ~ TANK-INFORMATION TYPE MANUFACTURER CAPACITY Septic 1 Dosing ~a~~ Aeration Holding TANK SETBACK INFORMATION ~ ~oeSZ-~ i~ ~~ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic i ~ ~~ ~ 7 yea I S / ~ / --~ nosing 7 ItSQ ~ 7 /db~ ~~ / ~ j Aeration Holding PUMP/SIPHON INFORMATION o e.~~e~_ ~~ Manufacturer Demand GPM Model Number ~ '~~ ~~ TDH Lift Friction Los System Head TDH F Forcemain ~ Length Dia. ~ Dist. to well Z 7 /~ ELEVATION DATA County: St. Croix Sanitary Permit No: 453181 0 State Plan ID No: Parcel Tax No: 004-1031-50-010 Section/Town/Range/Map No: 14.28.15.211 1 STATION BS HI FS ELEV. Benchmark ~ Z ~ ~~ ~ , 3~ /~3 ~ ZS AIt.BM , ~~ S' ~ ~•~/ 7 ~~` I~ Bldg. Se Mgr p.a~. 2., r 1 wM' 1~.~?~ I J ~ ~~ S~t~~~ ~ ~.~~ /.s.a9 ~9 ~ 27 St/Ht Outlet Dt Inlet Header/Man. -~ O~ b ~ 1 J Dist. Pipe 5 Z. b z•o9 62- L Bot S stem , ~ ~ b Final Gra ie . „~ , 1~,,~ ,Z~ st ~ ~C' o~ R: ~ t:. 3'~ ~ u (- ~z ,r ~q~3~ °I~. b SOIL ABSORPTION SYSTEM ~" J BED/TRENCH DIMENSIONS Width ) Lengl ~ No. Of~enche ( ? PIT IMQ ENSIGNS No f Pits Insi a Dia. Liquid D ~ ~ v SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR ` Type Of S stem: G ~ ~ ~~ ~ 1 ~~ UNIT Model Number: ~ J -I / ~ DISTRIBUTION SYSTEM Header/^Mfanifold I 2 ~ ~ Distribution t ~ t l Pipe(s) Q/\ ~ Z,5 (~' x Hole Size ~ I~~ x Hole Spacin ~ ~• ~ Vent to Air Intake/I ~,~ - Len th g Dia Length Dia Spacing ~V .. ~, C../ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over.. Bed/Trench Cente Depth Over Bed/Trench Edges ~ xx Depth of Topsoil I ~ xx Seeded/Sodded I,, xx Mulched ~ Yes ~ ~ No Yes ~~ ~; No C(~MMEN~ S: ~Jn, lud de di ¢fepencies, persons present, etc.) Inspection #1: O-1 / ~ ~ /~~ inspection #2: 8 ~ /~ I / ~`t LocatfonSB Unkn/o~wn W 1/4 N 1/4 14 T28N 15W) NA Lot 3 ~ ~Q/J ~1 `5~ Jo ~ Parcel No: 14.28.15.211 1 ~ '1 ~ ~. `Jt ~h. 1.) Alt BM Description = ga-Lrpw.. b~` S~ ~' Z5 Jg~ ~.\,~ ~ ~-: ~' S 2.) Bldg sewer length = L,® ~., ~ / bC1~jp~ ~ o ~,J . ~ v ` _ -amount of cover = U 3.)Contour= //~y( ~ f~ L~na~.e~ ~~. \Ga^- Q ~ ~u~~a~~7 ~ a:~w,S '~" ~o~Cs C'2,~ _- __ _ _ - S 9 7 i i Use otherls de foruadditional information. I '-_ _ __L__ I 6g~ b ' _ _ -- _ - - -- - ---- - _ - - -- - _ _ _ ~ 1_ _ _ SBD-6710 (R.3/97) Date Insepc is Si ature Cert. No. Sa ety~Btitidings Division County ~ ~ 201 W. Washington ~1ve., F.O. Box 7162 St. Croix ~seons~n Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608)266-3151 ~/5 rpl Sanitary. Permit Application Pip State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you pro a Trans ~~ 983938 may be used for secondary purposes Privacy Law, s 15.04(1)(m) roject Address (if different than mailing address) I. Application Information -Pleas t All Infor atioa • -~ ~ :.~' z ~ 3~~ 315th St . Property Owner's N e S'"~~~ Ewi~ MAY Q 3 2004 Parcel # Lot # Block # ee 3 ----- Property Owner's Mailing Address n-- :-~: ,: •, • - • ~ • • ~:-, . _. . ~., t~ vrn u.l~ .; Prop Location 376 320th St. ZONING OFFICE 14 NW ~ ti ~~ City, State Zip Code Phone Number on ~`~ Sec `~ Wilson, WI 54027 15-772-33 7 (circle one) II. Type of Building (check all that apply) / ~y ~''S `' 3 ~1 or 2 Family Dwelling -Number f Bedrooms ~~,t, S , ~tttlie CSM Number ~'}z ~. I}~ Public/Commercial -Describe e 49 ~ ~6/ ^ State Owned -Describe Use ' 1C Q ~• Z I v _ ^Ciry_^Village ~'ownship of C'1d~ ` III. Type of Permit: (Check only one box on line A. Complete line B if applicable) 00 - 03 /~-~ r • 2/ - f A' New S stem y ^ Replacement System ^ Treatmenrn-Iolding Tank Replacement Only ~' Other Modification to Existing S tem B • ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner V (t (/ IV. T e of POWTS S stem: Check all that a 1 e~ Sw ^ Non -Pressurized In-Ground _ ~ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding T eat Filter Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 450 0.26 ~~, ~ 1125 $0 ~1 1732.8 101.0 VI. Tank Info .Capacity in Total Number -Manufacturer Prefab Site Steel Fiber plastic Gallons Gallons of Units W/ ~ n n ^ ~~ oncrete Constructed Glass New Exuting , ~C ~t- Tanks Tanks ` i Septic or Holding Tank 1000 1000 1 Wieser 1000-600 combo X Aerobic Treatment Unit I Dosing Chamber 600 600 " " " ' VII. Responsibility Statement- I, the undersigned, assume reap asibiary 'or stallation of [he POWTS shown oo the attached plans. Plumber's Name (Print) Plumber's Signature P/MPRS Number Business Phone N er Jim Hurlburt ~{~ MP 222997 715-283-4851 Plumber's Address (Street, City, State, Code) N 260 CTHW D, Eau Galle, WI 54737 VIII. Coun /De artment Use Onl ,~ Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuin Agent Signatwe (No Stamps) ^ Owner Given Reason for Denial Surcharge Fee) 2 3 ~ ~ / - IX. Contlitions of Approval/Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and. dispersal cell must all be serviced / maintain®cl as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. ..urcv cv.np.c.c p~rns tw me ~ounry only/ for me syscem on paper not teas man ttlrz z 11 tncnes to atrx SBD-6398 (R. 01/03) ~. ~: J _~ ~_ fi ~' ~ J ~~ J~~ ~ U S 1 j '~ ~ L f, Z ~> ~~ ~ ~ ~\f J ~/ -~ '~ ~ r.~ °~, ; ~ ~~ ~ ~ ~ `~ ~ ~ a 0 v .• 9 T ~~ .1 i r~-~ ~,io D ,, ~ ~ g cj' - o S ~~~ V C _~ i~ C~ a j ~/ a /11 0 -' •i~ 0 Q Ca ~- 0 ,~ I 3 ~ s ~ ~~ ,~ 1 ~~ ~ N 0 ~ 4p `~ N s ~,,, ~ ~ ~ f ~ 80 ~ ~ ~ ~ 9 I~ D ~ J T r -~ ~, s ~s a 0 v s _~~ .~'~ ~ s ~ 4 _______. -~-- ~~~ ~ ~L ~~ ~ ~ ~ ~. r r ~ ~ N ~' ~~.p d s s > 1 d ,°~ ~~~ ~ d ~2 J d ~; y z / ~r ~ - ~ ~~ ,` commerce.wi.gov i ^ ~scons~n Department of Commerce Safety and Buildings ,~ ~ 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary Apri108, 2004 CUST ID No.222997 JAMES M HURLBURT J & R'S EAU GALLE PLUMBING N 260 COUNTY HWY D EAU GALLE WI 54737 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/08/2006 SITE: Kevin & Jane Pierzina 315TH St Town of Cady St Croix County NW1/4, NE1/4, S14, T28N, R15W ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 983938 Site ID No. 672442 Please refer to both identification numbers, above, in all correspondence with the agency. NK~ . I ~" 3 cS ~ '~~P ~is~) FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 949472 Maintenance required; 450 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, COI`lf~l~ stats. ~~ The following conditions shall be met during construction or installation and prior to occupancy or use: D RTMENT t General Approval Requirements: N OF FTE • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE GORRE; "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). • Per manual cited above, 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. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. Stat JAMES M HURLBURT ~ + Page 2 4/8/04 • Comm 83 22(71 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for 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. Sincerel , Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote ,Certified Soil Testing ~' .T l Kevin & Jane Pierzina -Mound Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (Ol/O1) Iti Location: NW'/4, Ned'/4, Sec. 14, T 28 N, R 15 W Town: Cady County: St. Croix Date: April 2, 2004 Owner: Kevin & Jane Pierzina Address: 376 320`" St. Wilson, WI 54027 Plumber: Jim Hurlburt Signature: , License: MP 222997 Attachments: SBD-10577 -Plan Approval Application SBD-8330 -Soil Evaluation Report 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 RECEIVED APR - 2 2004 SAFETY & BLDGS D1V. page 1 of 8 ;~~~~,~ t~ ~, err ~ ; ~".~. ~0:'i~11~?ERC~ fLCli?yrs ,Y~Nll E~1f _ ---_ a Design Criteria ~~'S Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L 3 Bedrooms x 100 gal/bedroom/day x 1.5 ~-Sb gallons/day hydraulic load Design Calculations In situ designed loading rate d,Zl~ gallons/sq. ft. per day Depth to estimated high ground water ~~ ~ `~ in. Depth to bedrock ~ S ~ in. Cross slope at system ~- ~ % v~ °~-~ Force main length S ~ ft. of Z in. Manifold/header length ~ •S~ ft. of 2 in. Drain-back ~ ~~ ~ gallons Lateral length z @ ~ ° ~ o ft. of ~ ~J Z in. Lateral elevation ~ ~ ~ ~~ ft. @ bottom of lateral Lateral hole size 3~~ ~' in. @ b o , o in ( S' ° ft.) Spacing 1 ~ holes/lateral 3 ~ holes total Lateral volume ~ b.s ~ gallons Total lateral discharge rate 2 S^~ ~ g gallons/minute @ ~' S ft. head Network pressure compensation losses ~ ~ ~ S ft. Elevation difference ~ ~ ~ O ft. Friction loss n ~~" b i ft. @ Z S gallons/minute T t l d h d ~ `~'O, o a ynamic //eIIa ` ' 4 Z ~ Pump/si~yhon gpm @ C Manufacturer ~ ~ e. ~ ` ~ Dose volume ~~ ~ ~~ ~ Lift/si~on tank ~~ ~ .~. ~ ~ - ~ wo ~ ~~o Septic tank ~ ~' ~' Effluent filter ~ ~ A - ` ~O Measurement pump on and off 5~~"S Height alarm from tank bottom l ~ ~~~ Reserve capacity 32.21 specs.calcs.res ft. ft. of head Model # ~ ~ Z gallons b cT-n gallons ~ `}`~' gallons m. m. gallons Page Z of :~ ~ W 6 ~v ~- j '~ ~ L 1, z s f C?_~ _o C, 6 S _~ s d ,- C~ S d J .~ /~ ~: r ~- ~~ ,~~~ .... a; 3 ~`~ J 1- / 0 1 ~ ~- ~ © ~ ~~ f i~ ~ ~+ ~~ a c~ ~_~ R ~) v (''''`/~ _~ ~~ ~- d g ~ j LirJ • f a D ~~ 0 °~ v ,~ ~~ µ a -~ ~ ~ r~-1 f 0 J ~~ 0 ~ ~ ~-i p M~ 3 ~ ~~ ~~ ~ ~~~~' ~ N a •G./ ~ N ~ ~„ s /' 80 J ~ o - r ,~ d ~ ~~ ~ ~ ~ Q ~ ~ T .~- `„ /' S i T ~ M~ a 3 ~ 4 o- ~, -~ -~- ~- r a ~ "~ s L C f S O `J N ~ d ~2 a Z ~ 3 y _ fi ~ ~~ !~ ., ~, ,. _,~. ~ .~ , .,, , ~ ~f ., Y• OC.~ 9 ~ 0.r ~~1-! ~5~~ ~ ~'/ ~i. 1 Ow' Zw'r~ ~ ~ /, 11171 ` r ~~'~~ CC O.aj~ \ w 4~OVt \~. C~vw~ ~~~ OrY ~taY ~vrTV.' ~ C7 fCJ~ ~ V \ 1 ~11 i 1 i ~ ~ ~ , . l~ / ' A~r+y T ~~ ~ ~ ~ ~ s'' ~~ X3.6` ~-s z Nr1aSl \ N { b i~•bco:1 ` ~~ti~ ~,~~ a.. ~-~+ 3 2.51 ~, g1 ~,j~~ ~',o~ _ ~o,Z' J ' 2,'x,3 ` , _ __ I e~ ~~. P `ate ~ ~a~.~. I~`S~ ~ ,~ g.~~ ~~ S'1 ~' Za-. ~ l 4~. o' tz,ol ~ l.'2.,~ 12,0 ~t~~Zr O~. 4, ~VC- ~- ~ C~ ~ Ov1LMV-'K ~' ~ ~r- ~..al\1 ~ TAT ~ b~~ o~.. ~ t~a.~ by1 ~ X10 ~~: 1.~ ~...~ w..` _s~~~. _.. ~~o~ d . . ~.~I~ b z" ,\ 1 L~ MV t 111T0 `L~pnl ~\1' / • ~~~.~~~1 z. s~ ~, / r J~ S 01 I ~ I S, O~ I ~ p 111 .tiv w ~.~1 ""/ '~~~ 6~ O,OL G-~.,1'~f 1-o YS .~.M ~bdL~. G' \rjl `` ` ~ /\~) ` U / t~1'Q.t T~QI ~'~'/ V4\Vt ~O XQC OM KTV ~.\OMr~ ~~ `` `~ K \ ~, , l ` ~ ~ O , p o.~p ~-~ J 5~, O C h l ~ ` fl.Ar RS3~~ ~J- `0 O~ O w `: ~+ t.S _ U a ~) s ~~ ~~~ _ •~. ~ ? s ~ 4 LO.CKs-JG~GOV~R -~ lvA.~N ~AJG ~ /~BE~C . ~~IGIC G~~C.O~VIGT~-1. Gr.~..~ ~~ ~y PY~1~~ 3 ~ PIP6 3' ~~ n0 NpISTua6ED Soles 24" I.D, t~v+uo~s > 4'~~ 2 ~~ ~OQ<~ ~ (Jl Ui WEATHERPR0~1F ~,TUNCTiOH I •L P „~ G" 4 0 ~lCh" ~B` /Atit T ' gL-L~~~wc~c / ~ - A 14.Z~ ~~ Hc.,:t (~a s ~C pW ciovt.C k L p~ ~ 1. AE ' 3' o'c' c wv E LT I o KS ~- "^/ ~ .~ b aQ ~ - \ 0'b ~ ON - I i ~ ..: v.. o ~ ,~ 3 ~ • PwdP `~ ~ ~ Co~vt,RE'r~ C ~ ti . SCPrIc t _ SPECIFI•CATIOA.IS ~o s c ~ ~ ; Q,~ e.v . TA-J~.S MAUUFACTURCR: (JUJNDCR OF DObCS: ~~ Z PCK 0~~ T^1JK SIZ C ; ~ ~~ ~ ~µO _ `GAl.C01JS DOSC VOLUME ~ b ~.~ A~AR11 /'1/WUFACTUii,CQ; S~ ~'~`'<-'r~~ IIJCLUOIAJG 6ACKFC.OW~ ~~.,,,Cti; ~ .1e1 1-F~ ~ /'~ODCU UUKpCR: CApACITIC$~ A=`q'Z~ IIJCHCS OK ~u'CO ;,:•._.:,,: eWITCH TyPC: ~».4.~..~. "~~° g e Z I-JCMCS Oa 3S~S2' " - (' ~--~ v A .... ~. PUMP /1AIJUFACTURCR: ~e"K Q'`" ' MOOEL AIUMDCR: D^ ~ INCHES GR ISD•$~- ;,~„~.__ ~WITCN TypC; ~~`"'' IJOTE' PUMP A1JD ALAR~~ ARC TO DC M1IJIMUM~ OISCMAR(iC RATE Z~"~ _,,,G-M INSTALICO 01J SEPAaATC C~KC_ ";,I VCRTiCAL DIFFCItCAlCf pfTWCCU PUMP Oil AUO OISTRIDUT101J PIPE.. `S~~ FECT / t~ G' + MISS uM -JETWORK SUPP4.y PRELiURE ~ ~ 2'S~ J-0~~-5 3 - Z'~ 7,/ FLCT + FEET OF FORCC M/-IIJ X 1~ F/pp ~tFRICTIOU (ACTOR. ~ `~~' FEET ~ 2~ I ' ~~ '; = TOTAL Dy1JAMIC HCAp ~'~ 1 f EE T Z~, ;; , y n `~- .' IIJTERAJAC, OIME{.1610AJC 0/ TA-.JK: LE-JfiTH ~ 'WIDTH ~g ..,~ 31O ------~ ' LIQUID pEPT N ~; PAu` 6 „a g ~~ HEAD CAPACITY CURVE MODEL 152/153 w~ ~-- ~, w ~ ~ 50 153 40 12 152 0 a w x 30 ~, z 8 r 0 20 0 4 10 0 2 0 40 ~ . TOTAL DYNAMIC HEAd/CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL 152 153 Feet Meters ~ Gol. ~ Liters Gol. Liters 5 t.5 69 261 77 291 10 3.1 61 231 70 265 15 4.6 53 201 61 231 20 6.1 44 I 167 52 197 25 7.6 34 129 ~ 42 t 59 30 35 9.1 t0.7 t 23 _-~ 87 '• 33 - 22 '; 125 ! 65 40 12.2 -- -- , 1 e2 Lock Vcive: ' 38.0 Ft. (1 t 6m;; 44.0 Ft. (' 3 4r,)' -------------- - -- -owsoe 60 80 100 GALLONS ~ LITERS 0 80 160 240 FLOW PER MINUTE 320 ~~ o ~ /a -.., 3 21/32-1~-~0 5/8--r i i ~_j~ 1~-' 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. 1511153 Series _ 1511153 MODELS Control Selection Model_ _ Volts•Ph Mode Am Sim lex Du lex _ N152 tt5 t Non 8.5 1 2or3 BN 152 115 1 ---- - Auto 8.5 Incuded 2 or 3 E 152 __230 1 Non 4.3 1 2 or 3 BEt52 230 1 Auto 4.3 Included 2or3 I N 153 115 1 Non 10.5 t 2 a 3 BN153 i 15 t Auto 10 5 Ind ded 2 3 3_'/32 _~ e fi 3 Z?!32 II .-_- n -~ /F ~, ' ~~ ~ - ti; _ r-~- ~ -L sKZaw - ° or SELECTION GUIDE Et 53 '~ 230 1 Non 5.3 1 2 or 3 1. Sin le i back variable level float switch or double i back variable level float BE t 53 ' 230 t Auto 5.3 Included 2 or 3 g p 99Y p 99y 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. Ail 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. ~~~a RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 O < ~ T - Louisville, KY 40256.0347 ~ ~~ ~„ t Manulaclurers ol. . ~ SHIP T0: 3649 Cane Run Road ® Louisville, KY 40211.1961 QU.4[/TY PUMPS SNCE ~,5~/~ W P//A ,/O /'O (502) 778.2731.1(800) 928-PUMP http://www.zoeller.com L/~Y~!- L FAX (502) 774.3624 © Copyright 2000 Zoeller Co. All rights reserved. -~ System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, J & R's Eau Galle Plumbing, 715-283-4851, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal 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. System use may require more frequent filter cleaning. 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. [f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 I . Warning: Do not enter septic, 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 83.4 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing. and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 c ~ a ` Valisoonsin Department of commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings ui aczvraancx wnn wmm ao, vvis. rwrn. wue County St. Croix Attach comulete site plan on caper not less than 8 tJ2 x '! Z inches ir size Plan must . . include, buf not limited to: vertical and horizontal reference point (BM), direction and ~ ~ p~ I,p, ~ 3 ~~' ~~ pereer>Z swipe. scale or dimensions. norit r arrow, and Location and distance io nearest road: - Please pant al! infiormadon. eview Personal information you provide may be u)3ed for yeppndary parpoaes~(Pr~vacy~v, s. f 5.04 (1) (m)). y ~ Q Properly Owner 1 r ` ProperlyLogtion Nw/~~ ~ ~ ~ Kevin Pi Ana ~ y,, ,~ , .' Govt. Lot ~' t;4 NF, a/4 S 1 4 T 28 ht R 15 PrKatx+.rty 4wn€r's AddrQSS f ~ } .' , . ~ . Lot # t # - Subtt. Name ort.~ (~(~" p~ 376 320th treat 3 Pierzina / 7 ~ ~S~ / City 'State Zip a Rhone ~ ity ~~Ilage ^ own Nearest Road Wilson WI 5402"~~ -"~ `. j772=3387- 315th Street '~ NEW (:Un£trlJCtiOn USi3^ _t~eS~Nteriti3l / tllUrslller 1Df t'~(idfD[M'rto Replacement ~ Public or ooms~e~ial - Describe: Parent material 3 to 4 C'.Ade deritred de;,grs flog rata 450 to 600 GPD General comments and recommendations: Flood Plain elevation if applipLNe ~,T A ft. Site is suitable for a mound system Boring # ~ Boring pit Ground surface elev. 99.80 ft. Depth to limiting factor 3~ Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/IP in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. •Eft#1 •Eff#2 1 0-11 10yr4/3 - sil 2msbk mfr cs 2f .5 .8 2 11-18 1 4/6 - ifs lmsbk mfr cs if ,4 .6 3 18-32 10 5/8 is lmsbk mfr cs - .7 1.2 4 32-40 10yr5/8 nd5yr5~s is Om mfi cs - .5 .7 5 40-5fi 7.3yefi2 ay2dsyrvs cl ~ ~ _ _ ~_ 0, Boring # ~ Borng 96.10 19 ^' Pit Ground surface elev. ft. Depth to limiting factor -3oti -Rate.. Horizon Depth D©m~tartt Color Redox Deszxip~on TexturE Structure Cons+stence Bopndary Roots GPD/tF in, Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-10 10yr4/3 - sil 2msbk mfr cs 2f .5 .8 2 10-19 1 5/4 - sil 2msbk mfr cs if .5 .8 3 14- 1-~}~r5J4 aas2~t.~rf~8 scl lrnsbk ~ - _ .2 ,3 Eflfuent fl1 - i3oD > 3L' < 224 m~L snd TSS >30 < 15l2 mglL `- E}~ent - < ~- and TSS _< 30 mgAl. CST Name (Please Print) Signature CST Number Thomas C Nelson ~~ "~'"~~ 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 715-246-2454 ~ . Properly Owner Pierzina Parcel ID # 2 3 Page of 3 ~,,,~ Boring Bonng # ~ pit Ground surface elev. 49.50 ~ Depth to limiting factor 1 -Sal .Rata- Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D~ in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. `Etf#1 •Eff#2 1 0-10 10yr4/3 - sil 2msbk mfr cs 2f .5 .8 2 10-19 1 5/4 - sil 2msbk mfr cs if .5 .8 3 19-3 lOyrS/4 ro2d5yr5/x sal lmsbk mf - - _ . 2 .3 Bonng # Bonng • Pit Ground surface elev. fk Depth to limting factor ~n• Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DRf in. Munsetl Qu. Sz. Copt Color Gr. Sz. Sh. 'Eff#1 `Eff#2 a Boring # Boring • Pit Ground surface elev. ft. Depth to limiting factor in. Solt Rate Horizon Depth . Dominant Cob[ Redox Description Texture Structure . Consistence Boundary. Roots GP O/If in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. `Etf#1 'Etf#2 ` Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 = BODS < 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 608-266-3151 or TTY 608-264-8777. sausaaor~ pe.mmo~ :~ +..-~ KeU ~ n ~' ~ a. ~ ~ 1 ~' 6Z.. Z 1 n ~-.. ~W~~ ~ W ~~ ~ ~C~ -o ~ ~ -----___ ~ a3N ~~~5~ ~,~. d C4~. ~ o~ 3 duo cs l~ ~°'~'t2 ~~~- -~-, .~ s f -'o,~ ~ ~ x,11 3ry! ~1 ~ ~~ IY1 1 a Q a'~ t r~o n p~ p~ 10 c~ ~~ I o a~ir~h ,P,~ t~3z~ p 4~ q9,~~ ~Z 96,ia X33 ~q, ~~ ---_ z~z~ 3 s7 ~~ `r q ,~ 1 x PREPARED FOR: KEVIN & JANE PIERZINA 376 320TH ST. WILSON, WI 54027 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE1I4 OF THE NEl/4 AND IN PART OF THE NW1/4 OF THE NEl/4 OF SECTION 14, T28N, R15W, TOWN OF CADY, ST. CROIX COUNTI; WISCONSIN. ~-_ _ _ NORTH 1!4 CORNER OF SEC. 14,T26N,R15W ~o ~I~~ I I al~ wZ O OU-o~i O~~ wLLN 2~~ wacn ~~~ wZm ~F~ aOw z?~ J ~~Q m~ O 2 ~I ~~ I_ ( d04 ~ C~a~o~lo ~a ~~ I MOdo ~ ° ~ 0 94~(~ ~ ~~~~ ~ _ I _ ~ILWJ~IN• dl `~; I ~ ~ I~__SWCORNEROFLOTI, i CSM VOL. 5, PG. 1426 ~ (S87°22'40"E 747 897 I I I al OI . 587°26'14"E 748.14' I ~~ ~~ ~, ~ 115.11' NORTH LINE OF THE ~~ ~'" NE114 OF SECTION 14 I S89°25'49'W 2656.03' _ _ _ r~~-.-.-..-. I '--- S69°25'49'W 1908.88' I I in LMSQnU ~~ `V~o/c~~JoUvlla ~NcJ~7 I a U ~L~o c`J l~l:lo ~~~ 0 I° ~ SW CORNER OF LOT 2, I ~ ' ~ -CSM VOL. 9, PG. 2527 (S89°26'01'E 1182.027 I t~ N89°2T'S8'E.1181.92' ~~~y`~ 1, ~ ---SOUTH LINE OFLOTI ~_ __SOUTHI = I l OF CSM VOL. 5 PAGE 1426 OF CSM ~•IoN I ~ W I ro Os .____ EXISTING FENCE ~ N~ Wvh N l N ZU ww iv~ p' F~aW ~ ~LL y '" mN I N p ~ ~~ T. '~ p I-I~c $ g I p w o ~ '~ $ _ ~ ~ ~ _~ _WEST LINE OF THE OF SECTION 14 - NE O g I 1/4 •;•33.00' LOT 3 2 ~' ~: .--- 7 ~' :~ ~~' --- ~ N ~ '' ` c C~ p c t0 r3 ~ ~ a ~ ~ LmC ~ J om= ~ $o~: ~ ~ ~; @ ~ in a r in ~~ o n 0 AREA INCLUDING RIGHT-OF-WAY 30.29 ACRES (1,319,540 SO.FT.) AREA EXCLUDING RIGHT-0F-WAY 29.74 ACRES (1,295,541 SO. FT.) ~a.. j v, t~"-~ja i/NXc 4i rt c Q c ~. ' Q ~ ~ .~ a SOUTH UNE OFTHE N1/2 OF ~-"'" THE NE1/4 OF SECTION 14 1 1622.55 .. -. ~' ~apda~~o draa~~ ,~ R .f33' ------------ -~ r- o~a~o o ~r o~a~a~ 2588.2G s89°2ra9'w 2ss4.2s' s SCALE IN FEET 1" = 300' ~ ~ Y "' 300 0 300 ~ ~~ - - _ _ SOUTH 114 CORNER m ~ OF SEC. 14, T26N, R15W ~ Wi ~O 03 ~ THIS INSTRUMENT DRAFTED BY: BRIANA GEISSINGER .G r~l JOB N0.6286-01 DATE: 05/07/2003 REVISED: 062012003 Q LEGEND ~0 .~` ~ ._~~ ~ I FOUND ALUMINUM ST. CROIX COUNTY I . I SECTION CORNER MONUMENT `~ FOUND 1" OUTSIDE DIAMETER IRON PIPE SET i" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT EAST 1!4 CORNER OF SEC.14, T28N, FOUND 3/4" REROD --""RtSw FOUND SURVEY MARKER NAIL FOUND RAILROAD SPIKE SHEET 1 OF 2 SHEETS SURVEYOR: THOMAS M. HEALY S ~ N LAND SURVEYING, INC. 2920 ENLOE STREET HUDSON, WI 54016 NECORNER~ _ - _ SEC. 14,T28N,R15W T ~ _ ~ ---' ~~ _ 0 I nn (~ ((~~ MM MM I LS~~ ~ `V'ac~Jollt'Ala QN1 ~ ~ 65 ~33' ~I ~~o~o o ~o ~~~~~~ i r ~- Iro-' ~ I EAST UNE OF THE _ TIO ~ ~~ 00 NI4--- NE1/40FSEC 0 I .~a 1.-, , o I n I ~ W~ ~ ~~ I I (soo°oa'aowss.o67 W I ~ ~I S00°06'26'W 96.13' ( ~ a F N ~I (s8s°25'as'w72s.oo7 _ .L--------- ~y ~I N89°25'S6'E 725.8r I ~ Fi ~I ~ SEPTIC 692.8T 33.00~~~ - I g NI ~ ~LL -~ TANK ~ I 1 CENTERLINE 4 4 ^ $ ~~ I 1 1 ~ ~-- OF GRAVEL n :PTIC~~1 YA ~ DRNEWAY rnl ~ ~ N ~ N a (~I T \ :NTS ~ \ ~ ,~ 3 Z w w ~ HousE-- LOT 4 - __ ' 0 LL o ~ a a `~° ~ AREA INCLUDING RIGHT-OF-WAY $ FT ) 682 S0 35 ACRES (450 10 ( ~ p ~ O w a . , . . ~ AREA EXCLUDING RIGHT-OF'-WAY z I 9.90 ACRES (431,335 S0. FT.) I p ~ ~ I 33.00' - w ~ 1~ V1 \, ST CROIX COUNTY SEPTIC TANK MAi~T'TEI3ANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address property Address J l~c~ I ~ 3~1 3(5~' ~/S~n/ ~//l/C~ (Verification required from Planning Department for new City/State ~ 1 L~j ~~ [~ ~~ Parcel Identification Number LEGAL DESCRIPTION N ~ 1/4, ~ ~l/., Sec. ~, T ~ N-R ~~W, Town of C~ y property Location Subdivision .Lot # Certified Survey Map # ~~ Volume Page # ~~ Warranty Deed # ~CD ~~ Z~ ,Volume .Page # Spec house ^ yes ~no Lot lines identifiable ^ yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage is the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorplumber, journeymanplumber, restrictedplumber or a licensedpumper verifyringthat (1) the on site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin, Certification stn ' t your septic~system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of a three ear expu~ation date. 3 ~ ~~~ G ATURE OF AP ANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT / / DATE ****** Any information that is mis-representedmay result in the sanitary permit being revoked by the Zoning Department. ****** •* Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed C. ~,~2~~?P ~i 6 STATE BAR OF WISCONSIN FORM 1 - 2000 WARRANT' DEED Document Number This Deed, made between Kevin S . Pierzina and Jane M. Brom-Pierzina, husband and wife Grantor, and Susan B. Ewing, a single person Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): Lot 3 of Certified Survey Map recorded in Volume 17 on page 4561 as Document No. 729701 being a part of the Northeast Quarter of the Northeast Quarter (NE's of NE;a), and part of the Northwest Quarter of the Northeast Quarter (NW=i of NE'n), Section 14, Township 28 North, Range 15 West, Town of Cady. Recording Area -~~m~~s KATHLEEN N. MALSN REGISTER OF DEEDS ST. GROIX CO. , MI RECEIVED FOR RECORD 84/26/2004 01:10PM WARRANTY DEED EXERT i REC FEE: 11.00 TRANS FEE: 215.00 COPY FEE: CC FEE: PAGES: 1 Name and Return Address Title One Premier Group 706 19th Street South Hudson, Wisconsin 54016 part of 004-1031-50-000 Pazcel Identification Number (PIIv~ Together with all appurtenant rights, title and interests. This _IcS f1h~'" .homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements, and Restrictions of Record. Dated this 2 t _ da of April 2004 . ~~. ~,a *Kevin S. Pierzina AUTHENTICATION O Signature(s) ~ authenticated this day of TITLE: MEMBER STATE BAR OF WISCON ' (if not, authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY <_ ne M. Brom- i rzina F~ Vg ACKNOWLEDGMENT ~~Ct STATE OF WISCONSIN ) ss. KAY V. ~} , St. Croix County. ) pq~~~; ~t ~ Personally came before me this 2~_ day of _ - April _ , 2004 the above named '~ Kevin S. Pierzina and ~~`'= Jane M. Brom-Pierzina 11\h~ to me known to be the person who executed the fore~o.in~instn~m~lt and.aglcnoal-led~ed the same. I Michael H . Forecki , Attorney Notary Public, State of Wisconsin Eau Claire , Wisconsin My Commission is permanent. (If not, state expiration date: Si natures ma be authenticated or acknowled ed. Both are not necess December 12 2004- . •Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1-2000 ttorney Michael H Forecki 3452 Oakwood Hills Pkwy Ste 1, Eau Claire WI 54701-7928 Phone: (715) 835-3029 Fax: (7I5) 835-4112 Michael H. Forecki T6293600.ZFX Produced with ZipForm"' by RE FormsNet, LLC 18025 Fifteen Mile Road, Clinton Township, Michigan 48035, (800) 383-9805 ~~y~s ~I~.--. ~_ -~ y { ~297>m 1 --: Z BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE NE1/4 OF SECTION 14, ASSUMED TO BEAR 589°25'49'1N O2 ZZ o~ ~ C o m Z O ~ D ° m O ° rtg7 ZD C D m m O ~n ~ z m g ~ w 395 f T - I 1 -r ~ T" ' ~2 $i 1 o = ~ I~ I A A I~ IL=1 N O I^ I~ +U lJ Z Z ~ I I ~ ~ I~I~ W o N O (7 D r r-1 Z fTl O ~ I I W o I~ I~ I~ I~ I~ In~^ I ~ I v~ O® B O • ~ 0 c z v A D a v v x f*1 N 2 tTl fTl c z v C >a a z rrl .~ Z D r ~ w~ v ~v g~ + n C o ~~ N mC m ~ ~ g z .N-I °~ r+l 1'~l O ~ Z X n Z Z ~ ~ rn o ~ r~i c ~ --. z v w '~- o = Vl Z ~ ~m o o w~ r m N r~• m to ~~ r m °i ~ O m ~ C• ~ Z _. _ SW CORNER OF THEN 1/2 ! pp~C • ~, '~ OF THE NE 1/4 OF SEC. 14 ~aG~~, 4`I~GDD L~QG:'1©~ _315TH_STREET - ;; O~_G~]C~D C3~ 04G1]CG3~ I SOO°00'12'M/ 5266.93' (5267.05') ~ i .1 ~ - ~w w ~ c c • c ~ .ac ~ ~ SQ$2_T (588.23'1 ~ '~ \ ~ S00°00'12"W 726.13' ~ _ ~ \ 1 I 1 ~! I w ~ I ~ ~ Z'~ ~ ~~ IQ~~ l ~~ ~ ~ N A --1 ,_____ 1 `~ ~ < o ~ a Ion .o~ I I = A Z 1 ~ 6VD Z ll ~J I ~ N A r~n0 1 rnT 'off I~I~ Z O ~ ~ IS CJ O~ ~ ~ I Rim a I I n ` ~ Z m _i 1 cn 0 a rv -I ~ n /V ~ A L I ~~ - y~ V ~ ~; - ` I° I° O T ~ I~ ~ I m ~~ AJ I I~ o OZ I~j IG I ~ ~ ~ ~ ~ I tTn~ T~~ ~ ((T i n ~ n Z m , D n ~ n _ - - S00°0 \ 1'31 "E 629.15' - - ~~ _ ~ ~ m C m C +~ N ( 1 / !1 ~ Cn ° ~ ~' I _ ~ N m z z nN O ?.ate n' cn to `~ ~ I ~ r ` n t _ I A S a I O~ JJ O m m0 N ~" cn '~ I O O r- Z O= n~ p ~ m ! ~ D V D Om ~ vD O O I cnZ n m -im ~ < nC Z Iv r I ~~ ~ ~ I O O ~ ^' ^ A ~ ST. CROIX COU OfFV~nirt Plennlnq ZOninn AnC Ports N ~ o, ~ ~ ~ rI ~ I ~ I r.~ i A ., nn T I I~ A JUL ~ ~ 2U(~O m ± m I~ I I n N CN If not recordeq within 3U'~eys of ~ N '' ° ~ I L/U I ° I ° ~ ~'-' approval date approval s~iall be ~ ~ I ~ null and void 1 K I (~ I ° ~ } a ; ~ I i~ I li I ~ ~ I ~ I f i ~ i~ °m ~ S07°OS'7 ~ 1j i '~~~ S"W 59a cc. i ~ I m V A a O i - 'T7 ~ IV ~ p rrt 3 --I ~ m ~ (TI _ A a O m N Z ~ N Z m ~ r t~ Z v q D ~ ~ ~ ~ O -. \ r y - ' - T i - - ~r1 J r i~~ ~~ r ~T7 D m 1 = ~~ I n z I ' z I I N ~ ~ Cm!) °_ ~ii Z p Z r / ~~~` N Q !~ N Q1 O N i ~ a ~• ~ O r_ ~' m d I 0O I ~ ~ L7 cb' ~ ~ c~ l y ~ ~ y ~ A 2~' ~ tJ Qs ~i ~~~~~ m O ~~ o ~ I ~ ~I~ cn m ~ c1~ ~ ~z ~ b O O 1 ~ O m rnCJ iir ( g Zm I i~ I° Nn p ;, Z W~ a ~ 1 ~Io I I °' zz I jrZ ~ I w ~ ~~ \ ~j S00°04' m \ 40 591_ 71' ~ ~ I 6.04'1 ` ~ t l y L l 1 - _ - ff - ~ , I ~"-- -SOO°04'40"W 591.73'- -~ `~ -~ j SOO°04'40"W 2635.54' ~ \ 1 ~ ~ ~ _ SE CORNER OF THEN 1/2 320TF1 STRE ET- y OF THE NE 1/4 OF SEC. 14 _MGv1pC~LQ~4GD C~G1Gv]D~ O(~7 MC~D C3~'I OuG~[~G3~ _ SllRVEY MAP 13. 00 3. 00 ~~m "Q wZ oo~ m ~=`n ~ ~Z n m N ~ m ~ v D ~ Q m Z =1 n OZ ~ ,A O N Z m ~ m O ~ _ z R1 z ~ m n j' o~ a .r"-I Z n n O ~ 'X ~ (7 T Z m a n O Oz m ? z m v c C c~~s N °pz~ C ~o~~ ~ ° m ~rm~K Z 7° Z n VOL 77 PAGE 4567 KATALEEA H. REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR RECORD 07/10/2003 03:15P?1 13 VOL. 77 PAGE 4567 _r ,~ ~ CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE1/4 OF THE NEl/4 AND IN PART OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 14, T28N, R 15W, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: SURVEYOR: KEVIN & JANE PIERZINA THOMAS M. HEALY 376 320TH ST. S & N LAND SURVEYING, INC. WILSON, WI 54027 2920 ENLOE STREET HUDSON, WI 54016 SURVEYOR'S CERTIFICATE I, Thomas M. Healy, Registered Wisconsin Land Surveyor, hereby certify: That I have surveyed, divided and mapped that part of the Northeast Quarter of the Northeast Quarter and that part of the Northwest Quarter of the Northeast Quarter; Section 14, Township 28 North, Range 15 West, Town of Cady, St. Croix County, Wisconsin, described as follows: Commencing at the northeast corner of said Section 14; thence South 89 degrees 25 minutes 49 seconds West, assumed bearing, along the north line of said Northeast Quarter of Section 14, a distance of 1908.88 feet; thence South 00 degrees 01 minutes 31 seconds East, a distance of 629.15 feet to the southwest corner of Lot 2 of that certain Certified Survey Map recorded in Volume 9, Page 2527 on file in the Register of Deeds Office, St. Croix County, Wisconsin, being the point of beginning; thence North 89 degrees 27 minutes 56 seconds East, along the south line of said Lot 2, a distance of 1181.92 feet to an angle point in said south line; thence South 00 degrees 06 minutes 26 seconds West, along said south line, a distance of 96.13 feet to an angle point in said south line; thence North 89 degrees 25 minutes 56 seconds East, along said south line, a distance of 725.87 feet to it's intersection with the east line of said Northeast Quarter of section 14; thence South 00 degrees 04 minutes 40 seconds West, along said east line, a distance of 591.73 feet to the southeast corner of the North Half of said Northeast Quarter of Section 14; thence South 89 degrees 27 minutes 49 seconds West, along the south line of said North Half of the Northeast Quarter of Section 14, a distance of 2654.26 feet to the southwest corner of said North Half of the Northeast Quarter of Section 14; thence North 00 degrees 00 minutes 12 seconds East, along the west line of said Northeast Quarter of Section 14, a distance of 727.92 feet to the southwest corner of Lot 1 of that certain Certified Survey Map recorded in Volume 5, Page 1426, on file in the Register of Deeds Office, St. Croix County, Wisconsin; thence South 87 degrees 26 minutes 14 seconds East, along the south line of said Lot 1, a distance of 748.14 feet to the point of beginning. Containing 40.64 acres, more or less. Subject to roadway easements over, under and across that part taken by 315th Street and 320th Street and all other easements and restrictions of record, if any. That I have made such survey by the direction of Kevin and Jane Pierzina, owners of said land. That such is a correct representation of all of the exterior boundaries of the land surveyed and the subdivision thereof made. That I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the subdivision regulations of the Town of Cady and St. Croix County, in surveying, dividing and mapping the same. ~~ ~ - HEJILY homas M. Healy, S-2546 7>! 2548 Date: June 20, 2003 ` HUDSON. -9 Wt tia suR~..~~ Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Cady for advice. THIS INSTRUMENT DRAFTED BY: BRIANA GEISSINGER JOB NO. 6286-0'I DATE: 05/07/2003 REVISED: 06/20/2003 SHEET 2 OF 2 SHEETS VOL. 17. PAGE 456'7