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HomeMy WebLinkAbout018-1086-55-000L.~~ds-~ ~s-~-Z~`~-~%~~~~ ,WiscT'sin0epartmentc`Comm®:,,e IVATE SEWAGE SYSTEM Safety and Building Divi~on ` INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Peterson, James Hammond Townshi ;ST BM Elev: Insp. BM Elev: BM Description: racy- c.~ S w c L ~ n~ ~- c>'(~ .~i, ~ +a(-' ~., S~1`k~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic I~ wl, ~ ~ ;,.:->;-F C~ r,.,b~ ~ ~~ ~ Gee= Dosing Aeration Holding , c/~~ ~~-ID TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ` ~ ~~ ~ "S f~ o u.o-t Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand l tn~ ~ ~ t GPM Model Number ~"~ '~'~ 15 TDH Lift Friction Loss System Head TDH Ft /G: z. S~ 3-'~ .3 Forcemain Length Dia. Di r , ~ ~° ~ r w~~ r+oavrcr i wi• J T J I CIYI County: St. CroiX Sanitary Permit No: 453037 0 State Plan ID No: Parcel Tax No: 018-1086-55-000 Section/Town/Range/Map No: 20.29.17.675 ELEVATION DATA STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer , 5 ' SUHt Inlet ~S .~ ~G, ~ SUHt Outlet Dt Inlet Dt Boltom Header/Man. gist. Pipe _ ~ .~ ~ ~U, Bot. System W ?. L /GG. / Final Grade ` St Cover Cv.~,~-~,.~.r s_a 9b.~ ~~ f `~ BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of ' s Inside Dia. Li uid Depth DIMENSIONS ~ ti S~ t ~ SETBACK SYSTEM TO P/L BLDG W LAKE/STREAM LEACHIN anufacturer: INFORMATION CHAMBER O T,,~^e Of S stem: y t ~-~ r~ oL ~ I ~ ~~ ' ~ UNIT Model " lo~,~,~,~ i ~ DISTRIBUTION SYSTEM `~ fi~ ~~ ~Ft,~. \ / Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake ~ ~ Length r_' Dia ~ ` Pipe(s) ~. r Length ~~ Dia >~ Spacing~_ '~ (p, ~ ~ t~ SOIL COVER x Pressure Systems Only xx Mnund Or At-Grade Systems Only Depth Over Depth Over xx Depth of ~ xx Seeded/Sodded xx Mulched Bed/Trench Center } ~ c3 ` Bed/Trench Edges ~ l ®' Topsoil ,~ O S Yes No Yes No '['' ~ Y COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 7 /~/ G''~ In ection #2: ~ / ~3 / Pt~;,._ ~~ ~1W i a~ Location: 867 161st Street Hammond, WI 54015 (SW 1/4 NW 1/4 20 T29N R17W) Hammond Oaks Lot 55 P cel No: 20.29.17.675 1.) Alt BM Description = ~. ,~`r_~,_,+-.c.n._ ~ ~ ``~ ~ _~~„f,~ '1 ~n5 .s b~lPa S tir ~°1~'t 2.) Bldg sewer length = i Cv` ~ ~- ,~~ a j ~{ ti"Y°i ~'~-"~`' S ~^~ ' 1 -amount of cover = ~~ °k'i'~a ~Qc~ ~~' }`'P Plan revision Required? Yes No ~ ~~ Use other side for additional informat' n. ~_ ~~ _ ~'~L~ L ~'"J ~w Date Insep 's Signature .,?rt. No. SBD-6710 (R.3/97) i ~\ • Safety and Buildings Division CO10h' ~ ~x Box 7082 O P . . 201 W. Washington Ave., (3 ~ ued in by Co.) >ba WI 5370? - 7082 Sanitary Petmit Madison U 53 , ~- ~sconsfn (60$ 26i~6546 Qepartment of Commerce ~ s to Plan LD. Numtxr ; ,~1z , p~ rmit Applica ' n ~ ~..~ P = e Sanitary vide jeer Addrpess (if different atliag1sdd to accord with Comm 83.21, Wis. Adm. Code, petsottal info on you pro tnay be used for secondatY Purposes privacy I,aw, sI S. { 1)(m~ ~, ~~, r~ 2 ~ ~ ~° ~ O (~ ~ (~D ( ST . ~ I. Application Information-Please Print All Information ST. C~OIx COU~I i ~~ Q ~o ~ ~ ~ y ~ ~~ ' -r P eel # ~• (o~ w.-.~..._..._~_ Property Owner's Name y i ~' ' ~ J ~ on Property Locat ..~ property Owna's Mailing Address ~T Section ~ V /. ~ %. , , Ciq, State Zip Code Phone Number // trc one 1t~E r ~ ~ ~~ N ` ; II. ype of Building (ehec all that aPP1Y) ~ ~~ ~ "" :` 3 1 n _ _ S Subdivision 'ame CSM Number ~20U ~^"~ 1 or 2 Family Dwelling -Number of Bedrooms _ ~ ~ ' ~ ~ Commercial - Dcsmbe Usc t^~'a^"~ „p_ ~.~ ~ ~ r t _~Yilla ip of W-'~' ^ State Owned - Desenbe Use III. Type of PertNt: (Check only one box oa lIne A. Complete line B if applicable) A. (] Other Modification to Existing System ew Systan ^ Rep)acernent System ^ Treatmeat/Hoktiag Teak Replacement Only Lint Previous Pexatit Number and Date Issued B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New Befotn Expiration Plumber Owner ~ r ~ ~. tr ~ k ~ . IV. T of POW'TS 3 stem: C et:k sU that a 1 ' of suite soil ^ Mound < 24 in. of sui ble soil ^ At-Grade ^ Single Pass Sand Filter Q > 24 ia . ^ Non -Preasuriud la-Ground Constructed WGland ^ Pressuti7ad !nliround ®Holding Tank ^ Peat Filter ^ Aerobic Treatraear Uait ^ Recirculating Saad Filter ^ Drip Line ^ Gravel-less Pipe ^ Other (explain Reeirculada Synthetic Media Filter ^ Leachia Chamber V. Dls ersaVTreatmeat Area Information: System El~tion Flow (gpd) Design Soil Application Rate(gpdsfj Dispersal Area Required (st) Dim Area posed (st) /(~ gn Desi / ~ Capacity in Total Number Maaufaenuer Prefab Site Steel Fiber Plastic VL Tank Info Concrete Constructed Glass Gallons Ga1101tS Of Untts _ New Existing ?antra Tanks Septic or Holding Talc Aaobfe 7ratmeat Unit 1]eaiag Chamber VII. Respoaslbllt Statement- I, the uatiers some troaponsibillty for iastallarloa of the POWTS shown oa the attached plans. Business Phone Nutnbgt _ fl ~ Plumber's erne {print) plumb re MPlMPRS Number Plumber's Addzsss (Street, Ci ,State, 'p ode) f ~ ~ J ~ . Coua /D srtmeat Use Oal Sanitary Pertatt Fee {includes Groundwater Date Issued is in gent Signature o Stamps) roved ^ Disapproved APP Surcharge Fx) 2 ,~- ~ 35~ M Z3 2~ ' ven [reason for Denial ~ Owner IX. COAdJtlOAS O -' 3) T~ l l ~d y~."~ ~'" ~~ SYSTEM OWNER: 1 Septic tank, efflu®nt filter and ~ tained ~` ~~ ~L ~ s ~s ~ 1 --- i d / n ma dispersal cell must all be service as per management plan provided by plumber. I ~ w. t~b~tU ~~ ~'"^Q - ~.- n 2. All setback requirements must be maintained as per applicable code/ordinances. /~t..1dC ~x C'6~/ Attach complete plans (to the Couary only) for the system oa paper not Ins than gl/2 :11 lacha la sine t~ SBD-b398 (R. 4802) <~'` ~' ~ ' PLOT PLAN ~cOJECT James Peterson ADDRESS 134 Monroe St. Prescott Wi 54021 SW i/a NW 1/4S 20 /T 29 N/R 17 w TOwN Hammond COUNTY ST.CROIX 3/6104 BEDROOM 3 ~~ MPRS Shaun Bird 226900 DATE CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 454 # of chambers none BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100° Filter Zabel A-100 I' ^ BOREHOLE O WELL * H. R. P. Same as Benchmark 161st. ST. Scale = 1 /4" = 10' Huffcutt Combo tank ~ a ~-'~ 301' Property Line B-3 ~ ~~~~ ~ G c~ ~, ,~ ~. x--15 -~ ~~ ~' , ~n-- 0 ~~, SYSTEM ELEVATION 99.0' 5% ~ C s~°~ Pro 3 Tank is to a properly Bedroom bedded and ovided House with lockdow covers with approve warning ~ ~ ~ labels ~''' ~r~~ I ~ ~ ~~ ~ ~~ ,- Area 1 S' below system is to remain undisturbed 9 8' ~~ ~ ~' B - 2 99' Well is to meet all setbacks found in ry~ comm. 83 .~ -t ~,,1~ ~ ,~ ~~ B -1 7 Grading is to be done to divert run-off B.M. #2 B.M. #1 away from system ~ Top of I.P. C~ 102.24' ~ r~n$ ~~ XC~, ~ ~ iscons~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 March 12, 2004 CUST ID No.226900 SHAUN R BIRD BIRD PLUMBING, INC 1008 192 ND AVE NEW RICHMOND WI 54017 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1 101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/12/2006 S[TE: James Peterson Identification Numbers Transaction [D No. 975766 Site ID No. 671462 Please refer to both identification numbers, 161ST St above, in all corres ondence with the a enc . Town of Hammond St Croix County SW 1/4, NW 1/4, S20, T29N, R17W Lot: 55, Subdivision: Hammond Oaks FoR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 945585 Maintenance required; 450 GPD Flow rate; 25 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.OI/Ol); 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 alt 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, COif1~ stats. ~' The following conditions shall be met during construction or installation and prior to occupancy or use: DE ARTME N OF- General Approval Requirements: ~ ~ SEE CORI • 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/Ol) -°-- - 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. 1.45.135 and 145.19, Wis. Stats. SHAUN R BIRD Page 2 3/12/04 • 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 • Comm 83.22(7) A copy of the approved. plans, specifications and this letter shall be on-site duringconstruction 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/instal lati on/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi.us WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 03/06/04 Owner: James Peterson Location:SW1/4 NW1/4 S20 T29 N,R17W Lot 55 Hammond Oaks Hammond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01 /31) Pressure Distribution Manual Version 2.0 (01 /31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve N~SN~~;~. 7-8. Maintance and Contigency plan ~~~~ 9-11. Soil test ~ Shaun Bird Signature License nu ber 226900 4~~~d~y ~~ ~ COMq~ERC~ ~-'ANU CUING3 ~aNDgNC PROJECT James Peterson PLOT PLAN ADDRESS 134 Monroe St. Prescott Wi 54021 SW 1/4 NW 1/4S 20 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX MPRS Shaun Bird 226900 DATES/6/04 BEDROOM 3 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 454 # of chambers none BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter Zabel A-100 ^BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 99.0' .~/\ 161st. ST. p/~ --~- t `~ S ~-- 7 Scale = 1 /4" = 10' Pro 3 Tank is to a properly Bedroom bedded and ovided House with lockdow covers 301' with approve warning Property labels Line Huffcutt Combo tank 5% Slope ~ Area 15' below system is to B - 3 remain undisturbed 9 8' B-2 99' Well is to meet all setbacks found in comm. 83 B-1 B.M. #1 Grading is to be done to divert run-off away from system B.M. #2 Top of I.P. @ 102.24' Designer ~ No _ y Date 4" Observation Pipe Perforated Below Filter Fabric - AS1li C-33 5 o n d -\ .. ~' Top>;oil 9: Slope r~ r / 4 r /~ y4,1p S E fled O t f~- 2 -2 Drain Rock Non-Woven Filter, Fabric ~~slriDution Pipt Hrcr ~_ ~ f F -_ ._ o G Force Moin From Pump Cress Section Of A Movnd 'System Using A Bed For The Absorption Area_ ~~r F Lowe d 1. a yiie~ '0 1 ~.~~ F = ~S G -T ~~ h ~_ p ~ Ft. 6 ~ Ft. I ~ Ft. ~ , ~ Ft. ' K ~~3r Ft. - L ~~F Ft. W ~~M,j Ft. L J 4~Observotion Pipe-~ -- e_----~.^_------ ~ - K f 1 ~ A ~ -. ~ ~----- ------------- --------------------- I Force Moin W N ~~ ---~------------ ---------- From Pump t 3 p° Distribution Bed Of %2~- 2 %i Pipt -Drain RocK I ` ,~ 4- Obcerva~ion Pipe =c:~C`&~~'_~ Permonent Marktr ~5~.."' t / ~' ~~,'-.~ ,~,'~.~~sPi pe or Rods Plon yitw Of Mound Uclnp A Bed For Tie Ab3orption Areo PA G E_,,,,,,,OF f~, s Lotated Qn 8oltom. ~e Equdtfy Stsoe:a ~tRBT 1iO1.L NLxT ra Cannsc}~Df ~~- - - •%~~ i3islrihution Pipe l.ayovt ~ '~y ~ Ft. Signed: License Number: Oa to X~ .Inches ~' Inches Hole Diameter //Inch . ~L~~ Lateral -u ~. Inch{es) Manifpld ~ inches Fprce Main Inches # pf h4tes/pipe invert ElevdtTOr~ of Laterais~ Ft PerforateG Pape Oet4ii ~_ SEPTIC T~ ~ P4lMP C;~AMB~ CROSS SEC y+= £;~. VEWT PIPE 12" p4ZTt. ABOVE GRADE ~ ~ Vin, ~ROti D4#~R, ~1rNa°w OR FREat~ ~4IA ZI+tTAi4E ~ f;, RADA , ~ ~~,., ~~',~, g,, I8" IM zNLET ~ ~- WATER TIGHT SEALS ApPt~IYEO ~....~ PIPE 3` OMIO SQLIi? ~,~ T , SOIL pUNP gFF ELEV - - _ _. D- ~ u T= ' t ~; cAS- , TIGHT • ~1ppRQYEO ' p, SEAL { H Jt1i1~1TS i~I7 f _ ALI# t1PPR0YED ¢IPE _-_ __ $ ~ N 3 0 S _ ", - ~ OIL F C _ _ I i OFF iD BEDD~I+IG UNDER TAAFK ~ ~ AP}'ROV ~ ~/~ j ~~~Cu~ETE PAD SP~CIFICATZQNS s ~~I SEPTIC ! DOSE TAtdK P'1ANU£'ACI~JREIt GAL . II' TANK SIZES.: DOSEIC GAL Aypgt{ PSAR;IFACTt3i~ER;• MODEL ~{1~SER SbiZTCH 3"YFE PEJKP MAiiiTF!-C2~tR£R K~~TCx;TY~ TiGN AND SF£CIr ICATIOtvS ~£ATH£RPRttO~ J~3KCTIt?K $OX ~NHOLEDCO~IER ~wITH C~JNDtIiT w~ ~fwlc~x ~ ~IAR~iING U18EL ~~ MIN . Nt1HB£R DOSES ?~R DAY : ______ - (.~ DOSE v4LUME ~~ ~C~ l ~ ~ GAL- ~,~IHCEiES = ~ ~~AL- CAFAC~TFES= A ° ~ GAL. 8 = 2 INCHES = ...~_--- /\ , _ ~~INCKES = _ .~ GAL. ~G n ~ ~u C D = ~ INCITES = „L~.1.= C-'At.' M idlR Z NG A5 PER I LHR 16. Z3 WAC PUTfP S ALAR ', gEQIl;itED DISCHARGE RATS ~ vrrs FEET ERENCE HETir?E£N pU1~P OFF ANB_UIST3tIBUTI0i3 FIPE. • ~ J~~: ~'.FE j vFRTICAL RIFF ~.,3 FTllt~i3 fT. fRICTIQN FACTQR ~. ~ t MINI3'4t]N N£TNORK S{9PFt.Y PR SStIRE ~ FEET ', + S~3 FEET FDItGEl~A.IH X T£~T~.L DYN~iC HEAD~~=•1~~~- .,,~ ; ,WIDTH IfiIT£RMAL DII~ENS;DNS 4F PUM? TANK: L Q~ ~ ~"~• S FGAfED: _ r' U- 4A:~= LICEI~S£ I,tt1i'~B£'R :188 HEAD CAPACITY CURVE • ~ MODEL 152/153 WIC 12 40 152 ~~ ~ ~~ a° w x _ ~ 30 z 8 0 20 ~-- 0 ~ , 4 10 ' TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT .AND DEWATERING ~ MODEL 152 t53 Fezt Meters Gal. I Liters Gal. Liters 5 1.5 69 261 77 291 10 3.1 61 ~ 231 70 265 15 , 4.6 53 201 61 231 20 - 6.1 44 767 52 197 25 7.6 34 129 42 159 30 9.1 23 I 87 33 125 35 10.7 ~-- --- 22 85 40 12.2 -- -- 11 42 Lock Voive~ 38.0 Ft. (11^Sm) 44.0 fi. ('3.4m) oiasoa 0 i ~ 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 Qwik-Box available foroutdoor installations. See FM1420, • Over 130°F. (54°C.) special quotation required. 1521153 Series 1521153 MODELS Control Selection Model Volts~Ph Mode Am s Sim lex Du lex N152 115 1 Non 6.5 1 2or3 BN152 115 1 Auto 8.5 Included 2 or 3 E 152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE753 230 1 Auto 5.3 Included 2 or 3 O CAUTION All inataliation of controls, protection devices and wiring should be done by a qualified licensed elecUician. All electrical and safety codes should be followed Including the most recent National Electric Code {NEC) and the Occupational Safety and Health Act {OSHA). 3 ~~ 12 ~tj8 I I _L_ i2 ~z 3 sKZOSa SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4} float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MA11 T0: P.O. BOX 16347 ~O ' ' u Louisville, KY 40256-0347 Manufacturarsof. . SHIP T0: 3649 Cane Run Road //77 //~~r O a; ~~ ~' .'M> \ ® Louisville, KY 40211-1961 Qj~/TY!'UMP9 ,7lNCE ~~~j N ~~ PUMP !O. (502) 7I&2731 ~ 1(800) 928-PUMP http://www.zoeller.com fAX(502) 774.3624 ©Copyright 2000 Zoeller Co. All rights reserved. ~ .F tNFORMAT[ON pOWTS OWNER'S MANUAL 8~ MANAGEMENT PLAN _ .~..-errnurc owr~ ~lfllr ~--~" Permit #. ,~ ~ 3 ~ Page ; of SYSTEM 5t't~+~rw.-. • •~-• .-- Septic Tank CaPa~y al ^ NA Septic Tank Manufacturer ^ NA Effluerrt Titer Manufacturer "'' ~, ^ NA Effluent Ffter Model -~ ^ NA Pump Tank Capacity at ^ ~ Pump Tank Manufacturer NA .Pump Manufacturer r' /t,/ ^ ~ Pump Model /.~-~ ^ ~ pretreatment Unit p Sand/Gravel F7ter ^ Peat Fitter ^ Mechanical Aeration O Wetland ^ Disinfection ^ Other. Manufacturer Dispersal Cell(s) ^ In.ground (gravity) ^ I -ground (pressurized) ^ At~rade aund ^ Ori ine ^ Other. • Values typlcat for domestic (non•canmen9aQ rvastovrater and septic tank effluent •• Values typical (or pretreated wastetrater. SeNice Event At feast once every Inspect condition of tank(s) Pump out contents of tank(s) Inspect dispersal cell(s) Clean effluent filter Inspect pump, pump controls ~ alarm Flush laterals and pressure test Service Frequency (Maximum 3 yrs.) When combined sludge and scum equals one-third (Y) of tank volume At least once every At least once every At Least once every At least once every At least once every (Max[mum 3 yrs.) ^ months .iCear(sl _ ^ months ear(s) ^ NA ^ months~earCs) O NA ^ months ^ year(s) ^ NA ~. At least once every ^ months ^ year(s) ^ NA MAINTENANCE INSTRUCTIONS one of the following licenses or Inspections of tanks and dispersal cells shall be made by an lnd'tvidual carrying ctor POWTS Maintainer, Septage certtficcations: Master Plumber, Master Plumber Restricted Sewer, POWTS inspe Servidng Operator. Tank ins opectia~' measureuthe volume of o~ombined sludge and scum and to checkifor any back up hardware, identify any cracks ed to check the effluent levels or ponding of effluent on the ground surface. rnnd ni9 ofrsa~I e~~ Qrs~l9rou a Sum ~ ponding of effluent on me in the observation pipes and to check for any Po ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (X) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance ~~ ~• NR 113, Wisconsin Administrative Code. rents, and any The senrlang of effluent filters, mechanical or pressurized POWTS component~~ by a ~~ f~ Po~S Maintainer. other maintenance or monitoring at intervals of 12 months or less shall be pe A setvi~e report sha(I be provided to the local regulatory authority within 10 days of completion of any service event. START UP ANO OPERATION roducts or other For new construction, prior to use of~e PO o S and damage the dispersal ceil(s).nlf h 9h cot ntcentraaons are chemicals that may impede the trea P e servicin o razor prior to use. detected have the contents of the tank(s) removed by a septag 9 Pe MAINTENANCE SCHEDULE ,„ ~-"` ~ - - - Page of .System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages Pump tanks rttay fit( above nomtai highwater levels. When power is restored the excess wastewaterMrill be discharged to the drspersat cell(s) in one Large dose, overloading the cep(s) and may result in the backup or surface discharge of eifl,Nent To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operafior prior~to n~onn9 Power to the effluent pump or contad a Plumber or POWTS Maintainer to assist in manually opera6n9 the PAP ~ntrols to restore normal levels within the pump tank Do not drive or park vehicles over tanks and dispersal ce!(s. Do not drive or park over, or otherwise disturb or oorttpad, the area within 15 feet down stops of any mound or at-grade soil absorption area. Redudion or-elimination of the following from the wastewater stream may improve the performance and prolong the fife of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; distnfectattts; fat; foundation diafn~(sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat soaps; medications; oil; painting products; Pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMMF..NT . When the POWTS fails and/or is permanently.taken out of service the following steps shat( taken to insure that the system is properly and safety abandoned in compliance with ch. Comm 83.33, tArsconsin Administrative Code: • Ali piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of at[ tanks and p'Rs shall be removed and property disposed of by a Septage Servicing Operator. • After pumping, al[ tanks and pits shaft be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ~ A suitable reptacement~area has been evaluated and may be utilized for the (ovation of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wefts. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. O A suitable replacement area is not available due to setback and/or soli (imitations. Barring advances in POWTS ethnology a holding tank. may be installed as a last resort to replace the failed POWTS. e site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. !f no replacement area is available a otding tank may be installed as a last resort to replace the hailed POWTS. nd and at-grade sot! absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reoonstnrctions of such systems must comply with the rules in effect at that time. «wARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDlOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY GIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. aDDmoNAt_ coM>KENTs POYVTS INSTALLER Name u ~ `~ Phone ~/~ ~ Z ~~-- 7 s Powys MAINTAINER Name ~~~ Phone /~./.~ =- Z '~~~~ SEPTAGE SERVICING OPERATOR LIMPER LOCAL REGULATORY AUTHORfiY ~_ r Name '~` _ / Agency ~, / Phone ~J~ .,-z ~ --~ „mil y Phone ~J ~ ~2~ ` ]rnis document Mras Dratted try, the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agendes. This document meets the minuunum requirements of ch_ Comm ti3.22(2)(bxt}(d)b(f} and 83.54(1}, (2) 8~ (3), Wisconsin Admintstrative Code. Use of this docxrm@nt does nOt guarantee the performance of the POW'fS. GAAVti- (~~t r~ ,~ Horizon Depll, In. Dominant Color Munsell Mottles Ou. Sz. Cont. Color i o'q ~DYR !3 - Z . /~ boy 3~ .Z /D --- 1 p ftf HofS /Of/ /L Texture Structure Consistence Gr. Sz. Sh. Boundary Roots Bed , Trencl ~ ~fsfi~ s ~s t f . K :. s SQL 1-Fs Sl CS - •S • . ~ s~ l7` ~ - . H..s SGL /f 9it° .~ ~+ . Z :. 3 Z~ Boring R Remarks: ~~ Y 3 [_ ~~ 5~ C S l 'F •~ S I b Z !Dye ~ lfsh~ k ~w - • `~ ~ .s ~ S ~ ~¢ ~ . t . _ ~ ~ Z Ground ~ Z -fl f HafS Q . elev. g a " i o YR 4l i- g •y - Oepth to limiting Lector ~_In. Remarks: CST Neme (Please Print) '/ (gyp Signature Rp~eRT r~LUF.IC,~T - ~~ )// / ~ r)~~ (r.~i %1 •,[ ,•/ Telephone No. 'f ~s. 38~ ~ ~~ ~ Address Date SGT 2S t CST Number ~~.4375 Private Swags Consultants 655 O'Plell Rd. Hudson. WIs. 54018 Boring N ~~~ Ground q elev. Yd • yin. o Deplr, to IIn,11Ing lector In. Wisconeln DepeAment of Induatry, SOIL AND SITE EVALUATION page ~ d? Labor end Human Relations in accordance with s. ILHR 83.09, Wis. Division of Selety and Buildings r~ County S.T. ~ pt7~ /~ Attach complete site plan on paper not less than 8 12 x 11 Inches In size. Plan must /~ Include, but not limited to: vertical end i,odzontal reference point (BM), direction end parcel I.D. N O • percent slope, stele or dimensions, north arrow, end location end distance to nearest road. d l ' /d ' SO ' t?a Reviewed by Date APPLICANT INFORMATION -Please print aft information. Pdv~c Law, s. 15.0< (,) (m)). Personal Inlormalbn you provtda may De uaad ror secondary puryosea ( y Owner N l Q~ L ~N ~ ~ O 7 0 Property Location ~~ '' ^^ ` ~ N R , ~ ~ lal W Properly ~{(~ Q Govt. Lot SrN 1/4 1/4,S W T Jj' V ~ ~~~~ v~ 1''~ ~ u lot N BlockN Subd. Name or CSMN Property Owner's Malting Address s,r E~S T I'1 0 ~ 55~ /1?'f1~'IOND ~~xj 332- 11iuN~5or~ NeareslRoad w ~' City State Zip Code Phone Number ~ Clly ~ Visage Town ~ ~ ~ b ST• UL NA1. 55/0 (b,S~ )z22'.SS55 L~ nesidentiel !Number of bedrooms 3 Addition to existing building (]'Flew Construction Use: ^ Replacement ^Public or commercial • Describe: S ~~,,,2 ` Recommended design loading rate ~ bed, gpd/ltd I trench. yw.~• Code derived dally Ilow y70 9Pd ~trencrr, gpdAt~ Absorption area required ~~bed,112 37 trench, h z Maximum design loading rate bed, gpoltt2 • ,3 It (as referred to site plan benchmark) Recommended Inlillrellon suAece elevation(s) su Additional design/site considerations O ~~ ~E'A1.S~- 7'~ ~~S Flood plain elevation, II applicable ~ ~ Perenimaterlal ~oE's'S Tenk Convenlionel lylou In•Ground Press AT-Grade System in Filt HQ Sn9 S Suitable for system ~ ~ U ~ S ^ S U ^ S U Unsuitable for system ^ S SOIL DESCRIPTION REPORT GPD/1t2 i `1 ~ ~ ~ „~ .."~ ~J_ ~ ~~ ~ ~ ~'° C~ ~ ,^~ i. ~- ~s _ - - _ __ ~ .~- o o ~' - ,, -~ ~ ~. V w ~ r s, ~~ - b _~ ,- ~+ h o ~ ~ ~ ~. ~ ~ ~.. ~ 9~s va _~ ~~ ~ 1 ~ N . ,~ -.' ~ .-~' ~' P~ .n ~ f'a~~ p~~~~M ~ i~~h A 4 +~ ' a r . ~~' },e 4~ ~' ~ ~ V~ ll~ r • + ~ . 0 a • ~ •~ N uH 8 i QQ ~ ~~~ SOIL DESCRIPTION REPORT PROPERTY OWNER Q~ K S" S O g yAHhaaa PARCEL LD.~ ~.- Boring f .,,, :.: ~' h~ ~3.,•~; Ground ~ ales. 9b~° Depth to Iirniting factor In. •Y~n- Boring 8 ~; ,,,7:.,:f Ground elev. --- - t. Depth to Urniting factor In. Boring ~ I • ---- - ---- ------ Grow,d elev. ft. Depth to Iin,Iling factor In. Boring N 'i 'i Ground elev. _ft. Deptl, to limiting lector Page ?" ~ -i" Remarks: SBDW~B330 (R. OBI95) fiemarks: _ Pit Structure Consistence Boundary Rood Bed .Trench Mottles Texture Gr. Sz. Sh. Horizon Depth Dominant Color Ou. Sz. Cont. Color ' to Munsell ' s ~ ~ .'~- V Wisconsin Department of Industry, Labor and Human Relations Division of Safety and Buildings SOIL AND SITE EVALUATION in accordance with.~:.,ILHR 83.09, Wis. s '! r" "' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size ~PISCr must €~;.~ "1..~. include, but not Umited to: vertical and horizontal reference point (BM), r@L1Utin and ~- ~... ,: ~:~, percent slope, scale or dimensions, north arrow, and location and dista nearest road ~ ~ ,.. ~ .1 f~, rL APPLICANT INFORMATION -Please print all informat - ; .i ,: ry Personal information you provide may be used for secondary purposes (Privacy Law 1~:04,('pj(~; ~Y~i ~{ V a ~ y'r arty Location.. Property Owner N l {? ~>A~ p ' ~ d 7 ~ ~~ , (~ ~ Sd ~"l~ ~~ 1 ~ ~~~ vi. Lot i~~ Property Owner's Mailing Address Lot # ~ # 33L MiIvN~SoTA sT >~'~1ST 140 ~5~ City State Zip Code Phone Number (~ City ~ ^ ~ sr• Pn~~ Nom. 5s~o I c~5! ~zaZ •5565 I.Q. f~ O aiR• iay --~`'~ .. N~ 1/4,S W T Subd. Name or CSM# Page , of Z • V /7 • s~'~ Date i ~~IIS ,N,R ~ ~ ~ (or) W ff ~F~I.~towD oi'~-,~s' Nearest Road ~wY• age _ own I ~ (~ O [residential / Number of bedrooms 3 Addition to existing building O'fJew Construction Use: ^ Replacement ^ Public or commercial -Describe: Q Recommended design loading rate bed, gpd/fl2~trench, gpd/fly Code derived daily flow ~_ 9Pd 2 ?j~s Absorption area required ~~bed, ft trench, ft z Maximum design loading rate bed, gpd/ftz ~ trench, gpd/ft2 Recommended infiltration surface elevation(s) su ~ ft (as referred to site plan benchmark) Additional design/site considerations N/~ ft Parent material ~oF>;S oVr>~ O~N'S~ T~~~f Flood plain elevation, if applicable In-Ground Press AT-Grade System in Fill Holding T. Conventional Moun ^ S S = Suitable for system ~ ^ U ^ S ^ S U ^ S U Unsuitable for system ^ S SOIL DESCRIPTION REPORT Boring # Ground elev. yg, ~ft. Depth to limiting factor ,2~in. BO~ # 2 Ground elev. ~g•,~ft. Depth to limiting Remarks: / d. / n y 3 --- L / S 5 ~I C S ! -F ' ~' ' ' S Z io ~ ~ ~fsh~ ti cliJ -- . ~(, . SL if ~ - • ~ ~o - a -E'i f MafS ~ ' __-- i Remarks: Name (Please Print) Rp~~,R1" ~~~Rf1C,I.~T' Signature Telephon~~.~ Date CST Number -- ~ ~-sC ~* uH $~ ~p G Aav SOIL DESCRIPTION REPORT PROPERTY OWNER ~~ ~ S' S (,~ g l'f AMA! o,~~ PARCEL LD.ff Boring # Horizon Depth Mottles Structure Dominant Color Texture Gr. Sz. St Munsell Qu. Sz. Cont. Color 3 in. ~ o•~ t ~, ~ f Jr~J /I ioy~ 3/ if Z ~6 _ s~ SL Ground ~ ~ ~~ elev. ~~ q~ ~'t f leafs SG ~ ~ ~ ~ , Z /a Depth to ~~ y/Q Y L Z limiting factor ~m. ~-~ Remarks: Boring # • ' Ground - elev. ' tt. Depth to .__---- limiting factor ,, - in _ Remarks: o t Page ~ of • ~ Structure Consistence Boundary Roots Bed Mottles Texture Horizon Depth Dominant Color Gr. Sz. Sh. , in. Munsell Qu. Sz. Cont. Color Boring # Ground elev. tt. -- YDepth to limiting factor in~ Remarks: Boring # Ground elev. ft. Depth to limitina ~_ ~ ~ ~ ~ ~ o ~ =.~ ~ Q ~ o~ 0 d ~~~ _ J,__...~---- 6'_y~r ~I /~ O \~ - w a w 0 y w u N _ ~ 00 s.9 0 •~-~~ / 6 S • -~ _ 0 /0~ 1A7 1y3~ .~ ~_ c-- Q C '.~ b ~ ~ ~ ~ 1 a~ ~ ~, b ~~ ~~ ~ ,,, c ,n ,y o ~~ o ~ ~ yp1 ,. w ,~ c ,r' ~ O ~ ~ ~ ~~~ n ~ W ~ ~ ~~ Z 1.~ ~ O `" J .~ ~~. y~ °~ /~ /~ ~-J~ ~ II ~ °` ~ zo~vc '~ ~ _~ - • ST CROIX COUNTY • SEPTIC .T~-I~TK MAINTENANCE AtJgEElviENT- AND Oy~ER.SHIP .CERTIFICATION FORM OwnerBuyer ~ ~ S~~a Mailing Address ~ ~T ~ ~ ~' ~ ~ ~~ Property Address ~-% "'~ (Verification required from Planning Department for new construction) City/State Parcel Identification Number O . ~~s/ LEGAL. DESCRIPTION . n~Gc~ '%J' ~ 1/•, Sec. ~~, 'I'~N-R~w, Town of Property Locatio Lot # ~~ Subdivision ~~ ,Volume _______ ~• Page # ''• Certified Survey Map # ~~ ~ ~ / ~ Voltune ~ Page # f/ 'Warranty Deed # Spec house D yno Lot lines identifiabl~es D no SY_ M~,TN'i`ENANCE 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 in the waste disposal system. owner a es to submit to St. Croix Zoning Department a certification foam, signed by the owner and by a The PiOP°m' ~ r veri that 1 the on-site wastewaterdisposalsystern masterplumber,journeymanPlumber,restrictedplumberoralicensedpumpe fy~g ( ) 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. sal s stem with the standards Uwe, the undersigned have read the above requirements and agree to maintain the private sewage dispo y set forth, herein, as set by the department of ~~ must be ompl~ d and reoturned °~theeSt Croix County Zoning Office wiRhin 30 stating that your septic system has been mainta days the ee ear expiration date. DATE Si ". OF APPLICANT OWNER CERTIFICATION I (we) certify that all statements on this formdeedrecorded to Regis er of Deeds Officee i (we) am (are) the owner(s) of the perty d 'bed above, by virtue of a warranty DATE S NA ~F APPLICANT Any information that is mis-represontedmay result in the sanitary permit being revoked by the Zoning Department. ****** :*«**s ** Include with this appiication: 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 • Mar 06 04 12:30p FROM :TOWER TERRACE Feb 11 G• U3s49p ~ ~~ .~ a a~ ~w ~~ ~ ~~ ~ ~~ ~~ ;~~.~ ~ ~~ ~~ ~~ ~ S `~ ~.~ T ~~ ~-, Donald Petersen FAX hl0. :7634776426 Robot d Rairi6h d ~, ~. U _ ~, 715-262-5505 Feb. 11 ~ 04~31PM P4 ~e~»? sae-seas ~-'~ ~/Y0'd 00SR ~19t L1+Z0'I00L 9459 h99 9SG S z z a ~. b ,,, pppp~~ t bar 3 ~~~ t ~~ o ~~~~r ~~~:W~R~ ~~ IA I h ~ W j ?~~ ~~ X99 ~3~ ~ d ~~ p.3 0 ~~~~~~~ ~~W ~ a ~~~~ ~~ ~ ~°~~ } ~ ~ ~y ~-~ .a-~~ d ; ~ ~ ~- ~w~~~ ~N~ ~ ~-~ ~~~~ ~'w ~~ ~~~ ~~~ ~~~ ago. _~ ~ ~~~~~. ~~~ .r s~ . .~~~ ~~ . ~ ~g ~~~ , ~Q~ ~rl.s~aa s+ Ata3a c ~ ~ woa~ U 2517P 639 ' STATE HAR OF W ISCONSIN FORM 2 - 1998 WARRANTY DEED Document Number I This Deed, made between Hammond Land, LLC, a Minnesota Limited Liability Company Grantor, and James A. Petersen Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin' Oaks Subdivision,Town of Hammond, St. Croix County, 755~7~ KATHLEEN N. MALSH STGICROIX CO.EE~I RECEIVED FOR RECORD 02/27/2004 10:30AN MARRENT~YT 1DEED REC FEE: 11.00 TRANS FEE: 95.70 COPY FEE: CC FEE: PAGES: 1 Name and Retum Address - ~~ 018-1086-55-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: Subject to notes, easements,restrictions,coverlants and rights of way of record, if any, including but not limited to those for drainage,water retention,ponding,and orutilities as may be shown on the plat of Hammond Oaks Subdivision recorded in Vol. 8 oC Plats, page 2, St. Croix Counry, Wisconsin.Tlte warranties of this deed, either expressed or implied are limited by the grantor to the grantee, or arryone in the chain of UUe, to an amount not to exceed the consideration expressed herein, that being the sum of 531,900.00. Dated this _ _ 17th _ _ day of February _~_ `_ _ .2004 Hammond Laad, LLC w AUTHENTICATION Signature(s) authenticated this day of _____, TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stars.) THIS INSTRUMENT WAS DRAFTED DY Paul A. Baillon, Attorney at Law _ __ (Signattues may be authenticated or aclmowledged. Both are not necessary.) + by President _ Austin .i. Raillnn ACKNOWLEDGMENT S-FATE OF WISCONSIN ) ss. Ramsey County.) Personally came before me this 17th day of February , 2004 _ the above named Austin J. Baillon to me known to be the person(s) who executed the foregoing instrument and acknowled a the same. ~(A~' `~-'CAUL A. BAILLON 'Y:* NOTARY PDaIIGMIW7E$pTA ` Paul A. Baillon ___ „ Notary Public, State of Wis onset My Commission is pennanc'nt. not slate ezpua'u2Si cue "~° January 31 _ _ _ _ _ _ 2005 ) ~~ •Nam es of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED 5TA7E BAR OF W ISCONSIN FORM No. 2 - 1993 INFOAMAiION PAOF'ESSIONALS COMPANY FONll DU LAC, Wl 800-655-2021 .~ 7 U D ~~i ~ 2 ~ ~~~ ~r~ ~ D r I~tn c~ r ~, ~g .D Z .~ v= ~ N C DZ7 D ^ Z D N -1 j.^ N N ~c m D n z -+ ~~ ~ O N D = r"i ~C ~Z ~ '~ iD z v Z O a D D *t IC '~ r { m D m Z m z m D r Z O D z c C U fT N O Z O O fV (1i N 1.11 ao O~ ~33' I I I I I I I I ~~ I~ I ~T-~ ,IT - - S89'36'39"w 283.27' ~ I -' w ~ I -• ~ _ N 'in o la, c co ~ ~ O v , I Z, o o I A .~ n ~ + ~ QQ' N O r ""~ w c.+ ~ ~ W ~ ~ N (T1 O N _ , fw to 1u - - I ~ : f7(~~„ owl I N~ ~ I ' ~ I :-a I I l © O S88'S8 06"W 284.25' I ' S89'aa'22"yy 267.16' it i ~ `' ,~ ` ~ ~ \ ~ ~ I -- ® ( J~ / N --1 ~ ~ ~ I --~ W ~ 1p O ~ ~ , D N CJ1 QW ,0 ~ l0 I ~ I ~ I ~ D ~ -~ o°D I N ~ ~ '. ~Q~ °° I 1 ~ -, ~ ~ ti 6~ 4 r*i ~ ~ ~ N ~ ` ~ h D ~ 1s , ?`` i I ~ , ~ ?~0 I ~ ~ ~ I I ~~ ~, -- / ~~ ~3. ~ 0 \ Z I ~~ ap 6~' \ ~ O O I I ~ C„ ~ U1 ~ W ~~ ~ ` ~ X90 ~ ~ cr p ~~ ~ y ~ N W ~ O ~ ~ ~ Ito N Cr ~ Q ~l ~ ~iti • ~„~ -~ ~ r ~, D N o cr ~. v`~, n O ~ N _.. ~ m 'T W ~ I I~ fV I~ ~ ~,q ~' O O O ~ j1 r-- ( ~ O~ N ~ -a O >t~`s 1 ~~ ~ _D z C11 Isl. I ~ ~ (n Q/ ~° (~ CJ1 D ~ m `~ D 0 ~ I n O ~~ D to ~ np~ ~ ~ r ~1 o w ^°' tr i~ n m~ ~~' D f I I y ~ N (n ~ I ~ ~ ~ I I m I z ~ ~ 08.20' 235.61' 232 50' 3 3' ~ 24.92' ` 182.93 . ~ 53.93' S7.2 I ~ -I - - _ - 153.93' - - - - - - --S8945'23"W 92 3.56' ------- (I i Jam' I ~ I I N ~ ~ p -a ~ I N z ~ Vf ~ ~1 N ~ -A N N I °. ~,,~ ~ O ~ N v 0 N O a r w ~ w I I - n N -~ s ~ D ~~ ~ m N O p N = S .-. ~ r O~ I ~ N ~ ~ I0 0 ~ ~ N N O co ~ D N ~ n O w rv ~ O r, I I (m ~ ~ N ~ ~ ~ ~ O ~ n (n ~ ~ O I O ~ O ~ O ~ O ° I ~ o N ~ ~ o - - _ Z -- 185.32 - - _ _ ~ _ _ 122.39' _ _ _ 153.93'_ 153.93' o w N89'45'23"E 923 43' o °. -' - ~ w _ _ - ---- . - - _ _ w N89'45'23"E 923 39' _ _ 178.43' 129 2 4' _ - _ _ _ _ _ _ - . - ~ . ~ 53.93' 0 153.93' _ _ --i - - - - z-- - I I ~ r ~~ ~ - - ___ _ ' ~ NOTES: ~ EAST ,/4 CORNER T29N R17W 2D ~~ Y PLAT 0 F-. 2p ~ ALL BUILDINGS TO BE CONSTRUCTED IN PROXIMITY ~' , . . FNO. ALUM. CNTY MONUMENT Q~ v~ ~ WITH HIGH WATER EASEMENTS SHALL HAVE A ~ ~ FINISHED FLOOR OR WINDOW WELL ELEVATION NOT LESS ~ ~ p~?~ v, S SU BDI VI SI O N ~ , p ~~~/ THAN TWDc2) FEET ABOVE THE HIGH WATER ELEV. SHOWN , ~ . AlL R-O-W WITHIN THE PLAT BOUNDARY SHALL BE ~ I m n _~ ~vi v~ j _~ ~ ~(uj ~ ?~ DEDICATED TO THE PUBLIC ~ riz ~ ~O/ ~~~ Jj ~/ ` B INGS REFERENCED TO THEN TH LINE -THE N 1/4 OF SEC 20 ASSUMED AR N "41'4 ~E ~~ ~~ ~ ---. I -_ ~1 --- ~_ _ v _ ~ ® O - r _a° n ~ I ® 3 ~- ~: T .y 'P , ~ , ~ / Y Ol I r .f. L6 .~. - L©t" ~ T 1'~ T 19 ,c` ~ ~ ; :. g 0 E ~ sQ. F 7,` 4~ s . Q. 1. CR ~ ~ C ''~ ~ 4 ,7 0 ,0 T ' ~ ~, ~ Q ~ A~ ACRE :7 ® 1.09 S i. ACRES 0, INSTAL ERO ON AT \ I a 1, 1 E ` ~ ~~ 2p/ '~ -1090 pi Q I ~ 3 2. Q Q' i a b g ~ ~?, ~ W .. mr ~, / J ip ' `/ ~ 0' D ~ A E - I IN T. Qfq . a`/W3~ / o ~ ~ OT ~ ® L T 2 u~ ~ 0.;~ T ~ 44, ; 1 ~ , , ® 1 .F 3 F ~ I r ~ ,GO ~~. wv t ~ + ~ ~ ~ 0. , 4 ~ ~ 4 ,4 7- ~ $ N I ..~ . I y 1 ~ - i:~ \ ~ D - 1 J ~ ,sD.2,• . .. T ~ L ' = . 6' ~_ ~ 2 OFD --- ---~?-~ ~ ~ - :~ ~ /. ~ I T. ~ ~ i .0 S . +~ / a' F ~~ . a.. , 14 FT. 0 ' ~ 5 1 RES, / zO ~„ ~ ~ ® S~ Q i ~ N&- iii • T tu/ . o I I ~ ~ ~ ~ ~ - ~. -z9ao , ti, ~' ,~ ~ ~ ~ , ~ O ' _~ - - ~' ~,. ... ~ F4. ~.. D Q.. 0 2 BD' • a sz• of sD- eau o o ~ ?t - L 44 77 ` eo• aAO. .v.) y BS g~, b ~ ~ .03 \ >>ti 7 ~ ~ ; '~ +< ~^ ~ e .. - L 51 i ) L ,T 10 F .® T 5 8. 29 1 1.1 9 - i i 0 A ~ ~ ~~.\ 1 m ~®'~., o ~ LO - ~~ 4 7 ' 1. 7 aDaD~Nc ~O ~~ ~~~ ~~=0i !~ '- - l~^c" - •~~Tf-~''~.--~-~ ~Z .J `WEST 1/4 CDR. 20 T29N. R17W bbl SEC _ APPROVING AUTHORITY . DEDICATED TO FNO. RAILROAD SPIKE ;~ pig ~p DS ~ ST. CROIX PLANNING, ZONING, AND PARKS COMMISSION THE PuBLIc TOWN OF HAMMOND SURVEYOR IN R VILLAGE OF HAMMOND OCATED IN PART OF THE NW1/4-NWl/4 AND THE SWl/4-NW1 4 I-. HUMPHREY LYLE ELLIOTT 2EY ENGINEERING P.O. BOX 594 c1A.IFr.TING AUTHORITY L SECTION 20. TOWNSHIP 29 NORTH. RANGE 17 WEST 'N STREET HUDSON, WI 54016 DEPARTMENT OF ADMINISTRATION TOWN OF HAMMOND. ST. CROIX COUNTY. YYISCONSIN ~E, WI 54028 DEPARTMENT OF COMMERCE DEPARTMENT OF TRANSPORTATION v _ w~1 ~~iew l raoaECT: - ty.,~erl•,~es y tro~S SHEET No- ~ ..~ '~ I " ' H AM M ON D OAKS z «.aw~ o.~ DRAWN er: RFK ineers E SUBDIVISION ~~ j CHECKED BY: RLH ns n Street c 252 Lad Surveyon TO1MN OF HAMMOND e Dwc riLE: t77-00, e, 1f1 54028 Constriction YanaEen SOIL BORINGS, & WE L L SEPTIC .,De NUMBER; ,77-00, i-89B-844D Fsx: 715-698-9441 ,