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030-1079-40-500
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 574309 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Steiger, Matthew& Carrie I St. Joseph, Town of 030-1079-40-500 CST BM Elev: Insp.BM Elev: BM Description: n Section/Town/Range/Map No: rn 1 Z 28.30.19.286E TANK INFORMATION ELEVATION DATA TYPE MANUFACTURE, CAPACITY STATION BS HI FS ELEV. Septic / i Benchmark D /61.z. 7 e� Jtc �ocJ� Alt.BM I C 5,7.3 TZ- �7 GIa�L7 q �•� �� �� �Z Bldg.Sewer ��Z ! 9�• 9/ Holding St/Ht Inlet tV-4 St/Ht Outlet � (\ TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. ent Air Intake ROAD Dt Inlet 1 (gat^ o� Dt Bottom zO 3 �O, C� Septic Sd Dosing 5 Q� ^� Header/Man. °�Z '$ Aeration S Dist. Pipe ; ��z� $9.9"7 Holding Bot. System e 5 12,31 r/' - Final Grad 5� c�rJ. . PUMPISIPHON INFORMATION IM, Manufacturer GP^and St Cover,.` t `tom $ 73 -j'L. y Model Number TDH Lift// q Friction Loss System He�dA_ JTDH F I 71 V'� Forcemain Length / Dia. Dist.to Well SOIL ABSORPTION YS EM �s' g 7'd7 BED/TRENCH Width Length No.Of Trenches PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS Cl U `��� � —�- SETBACK SYSTEM TO v LAKE/STREAM LEACHING Manufacturer: P/L BLDG WELL �L r^�6 CHAMBER OR INFORMATION T Of S to Icy, 7► 1 UNIT Model Number: DISTRIBUTION SYSTEM a J Header/Manifold 'I pi stn uti� x Hole Size x Hole Spacing Vent Air Inta Dia r Pipe(s) �pacing Length Length Dia SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ` Over xx De th of xx SeededlSodded xx Mulched P To soi Bed/Trench Center �,3 JDepth Bed/Trench Ed P Ygs No Yes No COMMENTS: (Include code discrepencies, persons present,etc.) Inspection#1: / / Inspection Location: 568 Perch Lake Rd uds n,WI 54016(SW 1/4 SE 1/4 28 T30N R19W) NA Lot 6 Parcel No: 28.30.1 .286E 1.)Alt BM Description= " �/ Ga Je A L o Ad 2.)Bldg sewer length= Zrs -amount of cover= 1 I nn '"- - Plan revision Required? Yes No 1 25I Use other side for additional information. L__ __�__ L- Cert.No. —----- -- Date Insepctors Sig ture SBD-6710(R.3197) Q d I � �c N 7 •� O •� T Co U) G - Co M Co CO o CD u o 0 o F- q o V V �/ •V,1/' lr�,, N U O U CO co (n C C C (� V V N Q /� O � � O N L V O P,d Q O � O 1n i r O! OD L c) u u CIJ OD z ° i a� ++ ++ N O Z CO) any a m � d V a E 1— 06 T t t � � � o cc m L „, CD • . d0 � r a a � tQl o as � , � - ►t ap N N CNI o o 1 �qck LU v w X a F cn y O— - l C�- v ry t M U) (1) U1 N z c O� f '- c ai a.�. QZco N 3o U o S .4 AD 2 � N co > a>i a>i AD t. .► ► Z rn W W s , j N °D m m m :', a 14 ■ `� .. t— f � QM JA 2]� j�artiy County i fF t }�t� Safety and Buildings Division j, C eo/ X �1 201 W.Washin to 162 Sanitary Permit Number(to be filled in by Co.) Madis° 117�� ►IP' t7 7 Z/ 3 6`1 tart' Permit Application State Transaction Number In accordance with SPS 3 2),Wis.Adm.Code,submission of this form to the appropriate governmental unit is required prior to ob a sanitary permit. Note:Application fors for state-owned POWTS are submitted to Project Address(if different than mailmi dress) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary el purposes in accordance with the Privacy Law,s.15.04(1)(m),Stats. c 1 L Application Information—Please Print All Information J .4 M E Property Owner's Name Parcel# n NTT 14- + e &151--) 030 07cl Zjo -soo Property Owner's Mailing Address Property Location 7 S6 t)r l2C m L 4 K!= Govt.Lot G g City,State Zip Code Phone Number 5W '/., Section Z H(Ad5ordl j(�01 +rcle one II.Type of Building(check all that apply) Lot r G T_ N; R E o& ❑1 or 2 Family Dwelling-Number of Bedrooms Subdivision Name 61e. . awe. Bloc El Public/Commercial—Describe UsetlJ _AJ ❑Ciry of ❑State Owned—Describe Use Rkf CIM Number ❑Village of / 12 Town of 5 7. /va cf r 4!J ✓v I S III.Type of Permit: (Check only one box on line A. Comkplete fine B if applicab ) A. New System ❑ Replacement System ❑Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System(explain) B. El Permit Renewal El Permit Revision ❑Change of Plumber ❑ List Previous Permit Number and Date Issued Permit Transfer to New �� Before Expiration Owner IV.T of POWTS S stem/Com onent/Deviee: Check all that a 1 ° ( Non-Pressurized In-Ground ❑Pressurized In-Ground ❑At-Grade ❑Mound>24 in.of suitable soil ❑Mound<24 in.of suitable soil ❑Holding Tank ❑Other Dispersal Component(explain) ❑Pretreatment Device(explain) V.DispersaVfreatWtnt Area Information: Design Flow(gpd) Design Soil Application Rate(gp f) Dispersal Area Required(sf) Dispersal Area Proposed(s System Elevation VI.Tank Info Capacity in Total #of Manufacturer Gallons Gallons Units o u v New Tanks Existing Tanks ® 0 � ��✓ o o. U C7 rn rn iw A Septic or Holding Tank 1000 W t SC le Dosing Chamber (_,•O ` 165-01 ! , S�_`/ 7x� VII.Responsibility Statement-I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumb a MP/MPRS Number Business Phone Number 4A) SCHWIT- r ( 7Z376 0 7is, 7&o-vyf3 Plumber's Address(Street,City,State,Zip Code) VII oun /De artment Use Only Approved ❑ Permit Fee Date Witeed Issuing gent Signature i E *71'9 ❑ R for Denial IX.Con di r# easons for Disapproval 2 Gt n0 - 5eptid a k,effluent filter and �r ;t tial Can must all be serv"s I maintained a.r Dar Management Ian provided by plumber. �, � t� k nlqul(ements must be.maiintalned J U pef apOINtila'co&/ordinances. Attach to complete plans for the system and submit to the County only on paper not less than S 1/2 a 11 inches in size SBD-6398(R. 11/11) CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Steiger 3 Bedroom Septic System Owners Name: Matthew&Carrie Steiger Owner's Address 568 Perch Lake Rd. Hudson, WI 54016 Legal Description: SW1/4, SE1/4, S28, T30N, R19W Township St. Joseph County: St. Croix Subdivision Name: NA Lot Number: 6 Block Number Parcel I.D. Number 030-1079-40-500 Plan Transaction No. Page 1 Index and title Page 2 Plot Plan Page 3 Site Plan Page 4 Septic& Dose Tank Specifications Page 5 Effluent Filter Information Page 6 Septic& Dose Tank Cross Section Page 7 &8 Pump Specifications and curve Page 9 System Sizing &Cross Section Page 10 EZ Flow Information Page 11 & 12 Management and contingency plan Page 13 Septic Tank Maintenance Agreement Page 14 Warranty Deed Page 15 CSM Attachment Soil Evaluation Report Designer: John Schmitt Licnese Number: MPRS 223760 Date: 6/30/2014 Phone Number: 715-760-0486 Signature: In round Soil Absorption Component Manual Version 2.0 SBD-10705-P (N. 01/01) 111 9[ � e� V Q w Ul s 0 -r 0 c (n N M N a a a v o v v as � o � Q � V V N d YJ %i! O a J \ O l� o � o N L M o in r- a o o �n Oo o L c a o>, °' �° F3 o z ° i UZI 4D c Co O > Q N 0) I J •� W a � � 0 CO) '(L 'a ®� 3 M » 1 I I-- n. a _ 1 , � - 1 11 00 N N -- I� '1 N O O �S4 1 uj CL >a W CL CO) LU l�? tj om mzcow N ° I to 1 R c E ai 1 N ° Z c o n Q. 1 � I ai c 3o V g o y I t °� 2 � m .ma m � > a�i a�i � � � ,J � z CU ww = V J (n 22 CN m ca mm I WM� L CC PJ' (gp 6 o 6 lb aN-069/oWWW 31U 99t8-gH-008 °z \ 09L4S IM NOM N301VW Ol AMH sn gLam :8nOd-is0d 31v0 001W00 00 31Vo ivnNVV4 0[Id3S w o A38 LLJ 00d-38d :3-IV 0s dOM A8 NMVaO 3138�ogo 8W-099/0001dIM w \ 0 W w J N z m O 0 J w In a w J W .. 0 w w a. m un (J) °U Wh- W p 0 Z m ¢ w z N O� U.0 w a �� H ui O ¢ °° °'kQ z z \ W 0 3 o G F— W OQ QQU QJ N mp U a CL a o Z 0 N a z 0- O N mN JWW 00 O WZ O� Y Q d O C) Q° = e m J Q LWi°N M° s N _ �'^'' Q CO LL —NOOdMO U) mWN to* ° ¢ Ua 0 Y~ V.\e O H- I N F,In N.- pp p F (n �k Z m \U t N �a W-i WQU w Q W d\ ZZ QO O W r�2 L"—,-UI � 1 �?v~i � z D NF NO F-u~i OCL- r)�toOH °DZJF o¢w OOw ¢ w m0Lii °w LJ0 Z J��zo 052 pUN °NC) Q ° Z W XX mO Y OQOO¢Liw w2 <.,t0 Q`30 U O ¢ NO �g OLD J N3mumm��m�W3 ° z U z W W W p ¢° Y �W Y Z >Z U Q p z z OUP J Q w N I F- V) J ° U a w ° a z `o- a w w O � cw w 0: n ,Oti do N 1 U 7 3 U) _ a � > w d w w a� 8F — w U) Of W ¢ O Q �m -' S 9ti £ I � I w w SVo „b p „zti do ° W c U i7 j J ¢ Z W 0038 w sv z Q • o Filters PL-525 EFFLUENT FILTER (COMMERCIAL) Polylok, Inc is pleased to add its new commercial filter to its existing line of quality effluent filters.The PL-525 is rated for over 10,000 GPD Alarm (gallons per day) making it one of accessibility Accepts PVC the largest commercial filters in its extension handle class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122,the new Polylok PL-525 has an automatic shut off ball installed 525 linear feet with every filter. When the filter is of 1/16" removed for cleaning, the ball will filtration slots Rated for over float up and temporarily shut off 10,000 GPD the system so the effluent won't leave the tank. No other filter on the market can make that claim! Accepts 4"& V SCHD.40 Pipe PL-525 - PL-525 Maintenance: The PL-525 Effluent Filter should operate efficiently for several years under normal conditions before requiring cleaning. It is recom- mended that the filter be cleaned every time the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be Gas deflector done by a certified septic tank Automatic shut-off pumper or installer. ball when fitter 1. Locate the outlet of the U.S.Patent No#6,015,488 is removed septic tank. 5,871,M 2. Remove tank cover and pump tank if necessary. PL-525 Installation: 1. Locate the outlet of the 3. Do not use plumbing when septic tank. filter is removed. Ideal for residential and com- 2. Remove the tank cover and 4. Pull PL-525 out of the housing. mercial waste flows up to pump tank if necessary. 5. Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue the filter housing to the tank. Make sure all solids fall 4 or 6 outlet pipe. If the filter is not centered under the bads into septic tank. access opening use a Polylok 6. Insert the filter cartridge back Extend & Lok or piece of pipe into the housing making sure to center filter. the filter is properly aligned and 4. Insert the PL-525 filter into completely inserted. its housing. 7. Replace septic tank cover. 5. Replace the septic tank cover. SEPTIC TANK DETAIL/TWO COMPARTMENT WITH PUMP Owner's Name: Matthew Steiger Outlet Elevation 79.17 ft 79007 ft Inlet Elevation Finished Manholes w/locking devices and warning label Grade c <-23"Min —> ■■■ ..■■■■■■1 0 0■■0 1 A g Manhole or Inspection ------------ ao Opening ------ v _ ♦, Baffle Effluent Filter � s serve(a) ---- -- alarm on/ ------- --- / ---------- ration-(b). pump on dos lume(c) dead (d) 3"Bedding Under Tank INTERNAL DIMENSIONS OF TANK Dimensions Inches Gallons Length 140 in a 18 306 Width 78 in b 2 34 Liquid Depth 38 in c 7 119 d 11 187 NOTE: Pump and alarm are to be installed on Total 38 646 separate circuits. Tank Manufacturer Wieser Concrete Pump Manufacturer. Zoeller ✓ Tank Model 1000/650 LP Pump Model 152 Tank Capacity 646 gal Alarm Manufacturer SJE Rhombus Tank Volume 17 gal/in Alarm Model Tank Alert AB Filter Manufacturer POlylok Filter Model 525 DOSE VOLUME CALCULATIONS TOTAL DYNAMIC HEAD CALCULATIONS Design Flow(DWF) 450 gal/day Min Network Supply NA ft Number of Doses 5 /day Passive Vertical Lift 15 ft Max.Dose Volume 90 gal elev.�ader/D.Box elev.-Pump intake Drain Back 29.34 gal Friction Loss 5.94 ft Design Dose Volume 119.34 gal —(Forcemain Loss FactorLength action Total Dynamic Head 20.94 Min Discharge Rate 20 gpm Plumber/Designer Signature: Lie#: 223760 pats; 30-Jun-14 �! / SECTION: 2.20.047 416L/TY PUMPS SIAUE /F3,„ FM1919 0110 O Supersedes Product information presented /�/j /�/� here reflects conditions at time P 1108 of publication.Consult factory regarding discrepancies or visit our web site: inconsistencies. MAIL TO: P.O.BOX 16347•Louisville,KY 40256-0347 SHIP TO:3649 Cane Run Road•Louisville,KY 40211-1961 www.zoellercom (502)778-2731.1(800)928-PUMP•FAX(502)774-3624 COMPARE THESE FEATURES • Durable cast iron construction 151/1521153 EFFLUENT SERIES • Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix identification see News&Views 0052) • Corrosion resistant powder coated epoxy finish • Stainless steel lifting handle " DOSE -MATE " • Assembled with stainless steel bolts • Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK-LOW PRESSURE PIPE(LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS • Model 151 -1/3 HP passes W spherical solids ssmn EFFLUENT • Model 152-.4 HP passes'/4"spherical solids SUBMERSIBLE • Model 153-1/2 HP passes Y4"spherical solids 1%" NPT DISCHARGE • Motor-60 Hz,3450 RPM,oil-filled,hermetically sealed,automatic reset thermal overload protected Model N152IN153 • Carbon/Ceramic seals ® High Head C Us Effluent • Upper sleeve bearing and lower ball bearing running TesWd b UL M..dad UL778 in bath of oil 8�0 Uzi 08 • 20 ft. UL Listed power cord with molded 3-wire plug • 1 W NPT vertical discharge MODELS AVAILABLE • BN and BE standard models include a 20 ft.variable •N151/N152IN153&E151/E152/E153 nonautomatic level float switch •BN151BN152BN153&BE151BE152BE153 • Operates at temperatures to 1307(54°C)in effluent packaged or ��� Switch applications • All models include a 1%2"x 2"PVC adapter fitting Note:The sizing of effluent systems normally requires variable level float(s)controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED T000H- ® PUMP !O_ Model BN152/BN153 MAIL T0: P.O.BOX 16347 High Head Louisville,KY 40256-0347 Effluent SHIP TO: 3649 Cane Run Road Louisville,KY 40211-1961 (502)778-2731.1(800)928-PUMP FAX(502)774-3624 Manufacturers of...�! p Z® QU4L/TY PUMPS sNCE 1,9,7 0 Copyright 2010 Zoeller Co.All rights reserved. N PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW LL MODEL 151/152/153 PER MINUTE 50 EFFLUENT AND DEWATERING 14 45 153 ,z 40 MODEL 151 152 153 Feel Meters Gal. Liters Gal. Liters Gal. Liters o 6 10 , 5 1.5 50 169 69 261 77 291 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 '0 a- 25- 151 20 6.1 29 110 44 167 52 197 0 25 7.6 16 61 34 129 42 159 s 20 30 9.1 — — 23 87 33 125 35 10.7 - - - - 22 85 15 q 40 12.2 - - - - 11 42 10 Shutoff Head: 30 ft.(9.1 m) 38 ft.(11.6m) 44 ft.(13.4m) 2 01450118 5 1D 30 40 so 7D so ,00 Model 151 Models 1521153 GALLONS LITERS 67132 67132 D 40 BO 120 160 2D0 240 280 320 360 3TB 458 378 456 FLAW PER MINUTE 014508A I CONSULT FACTORY FOR 3718 37e SPECIAL APPLICATIONS ® ® F 3 718 3 716 •Timed dosing panels available •Electrical alternators,for duplex systems,are available and j j 111r wT supplied with an alarm •Variable level control switches are available for controlling single phase systems j•Double piggyback variable level float switches are available for variable level long and short cycle controls •Sealed Qwik-Box available for outdoor installations-See ,,,,,,6 j 12[Q_�j FM1420 •Over 130°F(54°C)special quotation required 4ISM6 53A 15111521153 Series j SK2444 SK2064 1 5111 5 211 5 3 MODELS Control Selection Medef Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2or3 BN151 115 1 Auto 6.0 Included 200 E151 2W-1 Non 3.2 1 2 or 3 6E151 230 1 Auto 3.2 Included 2or3 N152 115 1 Non 8.5 1 2or3 "Easy assembly" BN752 115 1 Auto 8.5 Included 2 or 3 (PAP 8 discharge pipe E152 230 1 Non 4.3 ___T 2 or 3 not mduded.) BE152 230 1 Auto ___4."S_ Included --Tor 3 1 15 1 .5 1 or BN153 115 1 Auto 10.5 Induded 200 E153 230 1 Non 5.3 1 2or3 BE153 230 1 AM 5.3 Included 2or3 SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level OPTIONAL PUMP STAND P/N 10-2421 float switch. Refer to FMO477. • Reduces potential dogging by debris 2. See FM0712 for correct model Replaces rocks or bricks under the pump model of Electrical Alternator E-Pak. • Made of durable,noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator,specify duplex • Raises pump 2'off bottom of basin (3)or(4)float system. • Provides the ability to raise intake by adding sections of 1 V or 2'PVC piping a cAtrrwN - Attaches securely to pump AO installation of controls,protection devices and wiring should be done by a qualified • Accommodates sump,dewatering and effluent applications licensed electrician. All electrical and safety codes should be followed including the NOTE:Make sure float is free from obstruction. most recent National Electrical Code(NEC)and the occupational Safety and Health Act(OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ©Copyright 2010 Zoeller Co.All rights reserved. SOIL ABSORPTION SYSTEM DETAIL/GRAVELLESS LEACHING UNIT Project Name: Matthew Steiger 2 No. of Cells 9 Per Cell 3 ft Cell Width 18 Total No 1203H 90 ft Cell Length 450 sq ft EISA Per Cell 3 ft Cell Spacing 900 sq ft Total EISA Manufacturer Model Laying Length EISA Rating Infiltrator EZ1203H-5ft 5.0' 25.0 EZ1203H-10ft 10.0' 50.0 Gravelless Leaching Unit Manufacturer: to INFILTRATOR Gravelless Leaching Unit Model: 1203H Typical Cross Section Finished Grade 100.50ft Observation Pipe with approved cap or vent ■ ■ ■ Soil Backfill 67 in -- ■ ■ Geotextlle Fabric 91.00',88.75' ft Infiltrative Surface 12 in � I I __ 87.43',81.78' ft Limiting Factor ` I >36 in Slotted and Anchored Vent/ Observation Pipe with Cap Plumber/Desi gn er Signature: ature: S g License#: MPRS 223760 Date: June 30, 2014 I Wisconsin Department of Commerce,Safety and Buildings Division, 5. The Absorption area (SF) necessary for a given site shall be has reviewed the specifications and/or plans for this product and sized based on maximum daily sewage flow(GPD)and the determined it to be in compliance with chapters Comm 82 through Permeability for the site. If certain criteria is met, the EISA 84,Wisconsin Admin.Code,and Chapters 145 and 160,Wisconsin sizing can be used in Wisconsin, resulting in a 40%smaller Statutes. All sites must meet the Site&Soil Conditions&Locations &Isolation distances as noted in local regulations. drainfield. The approved products are 1203H(3-12"bundles with pipe in cen- 6. Place EZj[ow bundle(s)in the EZjlow configuration approved ter bundle in 5'or 10'lengths)and 1203HP(3-12"bundles with pipe by system design permit specified for the particular site.The in each bundle in 5'or 10'lengths. top or center-most bundles containing pipe are joined end to A single pipe bundle contains a four inch perforated pipe surround- end with an internal pipe coupler.Any additional aggregate ed by EPS aggregate and is held together with polyehtylene net- only bundles that may be required,should be butted against ting.A single aggregate bundle contains aggregate only and is held the other aggregate-only bundles and do not require any together with polyethylene netting. type of connection. Materials and Equipment Needed 7. The top of each GEO cylinder contains a filter fabric pre-manu- • EZjlow®Bundles factured in between the netting and aggregate. The fabric • EZjlow Geotextile Fabric is inserted to prevent soil intrusion. The installer shall make • EZjlow Internal Pipe Couplers sure the the GEO is positioned upward and is in contact with • Pipe for Header and Inlet the fabric contained in the adjacent cylinder before backfill- • Backhoe/Excavator ing. Installation Instructions & The EZ,/low Drainfield Systems should be installed in a level The instructions for installation of EZjlowo products are given be- trench in all directions (both across and along the trench low. This product must be installed in accordance with state rules bottom)and should follow the contour of the ground surface defined in chapters Comm 82 through 84,Wisconsin Administrative elevation (uniform depth), with all continuous adjoining Code,and Chapters 145 and 160,Wisconsin Statutes,as well as the 10-foot cylindrical bundles placed end to end, with central local health department's current design manual. bundle distribution pipe interconnected,without any dams, stepdowns or other water stops. 1. After the local health department has determined sizing,con- figuration,and layout for the EZjlow systems,stake or mark 9.The trench top shall be graded such that water will not pond. with paint the location of trenches and lines.Be careful to set Backfill should be seeded or sodded immediately after correct tank, invert pipe,header line or distribution box and completion to reduce erosion. trench bottom elevations before installation of pipe bundles. 10.EZjlow EPS bundles are flexible and can fit in curved trenches 2. Remove plastic EZjlow shipping bags prior to placing bundles as may be necessary to avoid trees, boulders, or other in the trench(es). Remove any plastic bags in the trench be- obstacles. fore system is covered. 11. EPS aggregate is lighter than water, therefore, it might be 3. This product must have geotextile fabric that meets require- expected that natural buoyancy forces would tend to cause ments of s. Comm 84.30(6) (g), Wis. Adm. Code, installed EZjlow assemblies to float out of ground when ponding oc- directly on top of the product and extending down along the curs. Field experience has shown,however,that this is not a sides of the product to a point at least six inches from the problem when systems have a minimum of 6"of soil cover as bottom of product. recommended by manufacturer. 4. When installed in a trench, the trench should be dug to a 1203H-GEO width of 36 inches. This not only saves labor in excavation, Geoteutile but also provides better load-bearing capacity after backfill- Barrier Material ing is complete. 1Y rwctar¢x m�pFSwrna manian� rvr cai.niac 38' ny r EZ flow. Ring Industrial Group P: 1-800-649-0253 30 Industrial Park PERFORMANCE. (Q DOES IT.� F: 1-866-279-9203 Oakland,TN 38060 Ringlndustrial.com 1044 101008 0 2006 Ring Industrial Group,LP POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page—of FILE INFORMATION SYSTEM SPECIFICATIONS Owner: Matthew&Carrie Steiger Tank Manufacturer: Wieser Concrete r NA Permit# �© E Septic I_ Dose f-Holding Volume: 1000 gal DESIGN PARAMETERS Tank Manufacturer: Wieser Concrete r NA Number of Bedrooms: 3 fr- I= Septic it Dose 7 Holding Volume: 650 al Number of Public Facility Units: I✓A Vertical Distance Tank Bottom(s)to Service Pad: ft Estimated(average)Flow:_300_ gal/day Horizontal Distance Tank(s)to Serivice Pad: ft Design(peak) Flow=estimated x 1.5: 450_ gal/day Specific servicing mechanics must be provide if vertical is>15 feet or if In Situ Soil Application Rate:_0.5_ gal/day/ft2 horizontal is>150 feet.Specific instructions to be provided on back. Standard Domestic Influent/Effluent Monthly average Effluent Filter Manufacturer: Polylok r NA Fats,Oils&Grease(FOG) :530 mg/L Effluent Filter Model: 525 Biochemical Oxygen Demand(BOD5) 5220mg/L r NA Pump Manufacturer: Zoeller r NA Total Suspended Solids(TSS) 5150mg/L Pump Model: 152 High Strength Influent/Effluent Monthly average Petreatment Unit Fats,Oils&Grease(FOG) 530 mg/L Manufacturer: Biochemical Oxygen Demand(BOD5) :5220mg/L W NA r Mechanical Aeration r Peat Filter V NA Total Suspended Solids(TSS) 5150mg/L r° Disinfection r Wetland Petreated Effluent Monthly average r Sand/Gravel Filter I– Other: Biochemical Oxygen Demand(BOD5) 530mg/L Soil Absorption System Total Suspended Solids(TSS) 530mg/L r NA IVY In-Ground(gravity) r In-Ground(pressure) r NA Fecal Coliform(geometric mean) 5104cfu/100m1 r` At-Grade (� Mound Maximum Effluent Particle Size: %in dia. rNA r Drip-Line r Other: Other. Other: r NA MAINTENANCE SCHEDULE Service Event Service Frequency When combined with sludge and scum equals one-third('/)of tank volume Pump out contents of tank(s) When the high water alarm is activated monih(s) Inspect condition of tank(s) At least once every: 3 rV y—(S) (Maximum 3 ears) r NA month(5) Inspect dispersal cell(s) At least once every: 1.1 V years) (Maximum 3 ears) r NA Clean effluent filter At least once every: 1.1 r,/ (s) r NA Inspect pump, pump controls&alarm At least once every: 1.1 rte Y-r(s) r NA At least once every: f yes) r NA mordhs Other: At least once every: r (s) r NA month Other: At least once every: r year(:) r NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications:Master Plumber;Master Plumber Restricted Sewer; POWTS Insepector; POWTS Maintainer;Septage Servicing Operator(pumper).Tank inspections must include a visual inspeciton of the tank(s)to identify any missing or broken hardware,identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on ground surface.The dispersal cell(s)shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface.The ponding of effluent on the ground surface may indicated a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumualtion of sludge and scum in any treatment tank equals one-third(%)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 with chapter NR 113,Wisconsin Admininistrative Code. All other services, including but not limited to the servicing of effluent filters,mechanical or pressurized components,petreatment units, and any servicing at intervals of 512 months,shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 30 days of completion of any service event. (Rev.2/05) START UP AND OPERATION Page of For new construction,prior to use of the POWTS check treatment tank(s)for the presence of painting products,solvents or other chemicals or sediment that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s)removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels.When power is restored the excess wastewater will be discharged to the dispersal cell(s)in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells.Do not drive or park over,or otherwise disturb or compact,the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics;baby wipes;cigarette butts;condoms;cotton swabs;degreasers;dental floss;diapers;disinfectants;fat;foundation drain (sump pump)discharge;fruit and vegetable peelings;gasoline;grease;herbicides;meat scraps;medications;oil;painting products; pesticides;sanitary napkins;tampons;and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33,Wisconsin Administrative Code: •All piping to tanks,pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. •The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. •After pumping,all tanks and pits shall 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 the opportunity to obtain a sanitary permit for a code compliant replacement system: ® A suitable replacement area has been evaluated and may be utilized for the location 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 wells.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 the time of their permit issuance. ❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology,a holding tank may be installed as a last resort. ❑ The 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.If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface.Reconstructions of such systems must comply with the rules in effect at that time. WARNING: TREATMENT TANKS AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES AND LACK SUFFICIENT OXYGEN TO SUPPORT LIFE.NEVER ENTER A TREATMENT TANK OR HOLDING TANK UNDER ANY CIRCUMSTANCE.DEATH MAY RESULT.ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK IS VERY DIFFICULT. ADDITIONAL INFORMATION: POWTS INSTALLER POWTS MAINTAINER Name:John Schmitt Name:John Schmitt Phone:715-760-0486 Phone:715-760-0486 SEPTAGE SERVICING OPERATOR(PUMPER) LOCAL REGULATORY AUTHORITY Name:Owners Choice Name:St.Croix County Zoning Phone: Phone:715-386-4680 This document is intended to meet minimum requirements of Ch.Comm 83.22(2)(b)(1)(d)&(f)and 83.54(1),(2)&(3),Wisconsin Administrative Code. Use of this document does not guarantee the performance of the POWTS. (Rev.2/05) 8233641 State Bar of Wisconsin Form 3-2003 Tx:4191151 QUIT CLAIM DEED 996631 Document Number Document Name BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI THIS DEED,made between Bradley A.Kothlow and Kathleen M. Kothlow, 06/02/2014 2:29 PM husband and wife as survivorship marital property EXEMPT#: 8 ("Grantor,"whether one or more), REC FEE: 30.00 and Bradley A.Kothlow and Kathleen M.Kothlow,husband and wife,as PAGES• 1 survivorship marital property(50%interest),Matthew T.Steiger and Came A Steiger,husband and wife(50%interest) ("Grantee,"whether one or more). Grantor quit claims to Grantee the following described real estate,together with the Recording Area rents,profits, fixtures and other appurtenant interests, in Saint Croix County, State of Wisconsin ("Property") (if more space is needed, please attach Name and Return Address addendum): Bradley A.Kothlow Lot Six(6)of Certified Survey Map recorded in Volume 13 of 138 Pleasant Avenue Balsam Lake,WI 54810 Certified Survey Maps,Page 3615,as Document No.599850; Being part of Lot Four(4)of Certified Survey Map recorded in Volume 12 of Certified Survey Maps,page 3394,as document No. 569771; 030-1079-40-500 Parcel Identification Number(PIN) Located in that part of the Southwest Quarter(SW'/4)of the " ""�16 is is not homestead ro e Southeast Quarter(SE'/4),in Section Twenty-eight(28),Township. �``'y1:S TOA ',,, (is)(is not) P p Thirty(30)North,Range Nineteen(19)West,Town of Saint Joseph, ' `'°� y� St.Croix County,Wisconsin. ;` �C'�TA,4 N . p Z Date 1 I _ < .-, ••��`�. S,G``� �� (SEAL) (SEAL) *Bradley Kothlow *Kathleen Kothlow (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) authenticated on )ss. COUNTY ) * Personally came before me on __ �L J/ , TITLE:MEMBER STATE BAR OF WISCONSIN the above-named erCA (If not, �-th [&Vj authorized by Wis.Stat. §706.06) to me known to be the person(s)who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: Matthew Steiger Notary Public,State of Wisconsin My Commission(is permanent)(expires:--P 2, + 26ig (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE:THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. St. Croix County 996631 Page 1 of 1 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Matthew Steiger Mailing Address 5970 W. 16th St. Unit 717 St. Louis Park, MN 55416 Property Address 568 Perch Lake Road ve--ic, (Verification required from Planning&Zoning DepartmekN new construction) City/State Hudson, W1 parcel Identification Number 30-1079-40-500 LEGAL DESCRIPTION �+ Property Location SW 1/4 , SE 1/4 , Sec. 28 , T 30 N R 1 9 W, Town of St. Joseph Subdivision Plat.NA , Lot# 6 Certified Survey Map# ,Volume 13 ,page# 3615 . Warranty Deed# 720585 `V`�' 6 3 (before 2007 Volume 2234 ,Page#395 g Spec house Oyes Ono Lot lines identifiable®yesono SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 maintenance responsibilities are specified in§SPS.383.52(1)and in Chapter 12-St.Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning&Zoning Department a certification form,signed by the owner and by a master plumber,journeyman plumber,restricted plumber or a licensed pumper verifying that(1)the on-site wastewater disposal 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. I/we,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 Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St.Croix County Planning&Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on is 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 w anty deed recorded in Register of Deeds Office. Number of b drooms 3 c_:- 6 /24/14 SIGNATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning&Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV.04/12) FILED ,o ,� 17 V I MAR 2 2 1999 a a.w4 11 599850 CRO)cc R s�croacww► CERTIFIED SURVEY MAP ONPLATTUI N88 a 47"W LAaaS I uw 379.69' LOCATED IN PART Of THE SWt/4 Of NTHE SE1/4, IN PART OF THE SE1/4 OF o THE SE1/4 AND IN PART OF THE NW /4 -�o ^ OF THE SEI/4 OF SECTION 28. T30N, R19W. TOWN OF ST. JOSEPH, ST. CROIX U w"°° COUNTY, WSCONSIN; BEING PART OF LOT Z N � N 4 OF CERTIFIED SURVEY MAP RECORDED Ix IN VOLUME 12. PG, 3394 AT THE ST. CROIX W m COUNTY REGISTER OF DEEDS OFFICE. �o a U? II° Lo LOT 4 1 _ OWNER �w ¢ JANE REED PICOTTE OL 3 Z=a di 558 PERCH LAKE RD. «F Z; HARK \\ HUDSON, WI 54016 I cw�i r ini �� M r � LOT 7 0 N " I p r- ADJOINING LOTS 4, 6 AND 7 SCALE IN FEET 1' 2 0' V) MAY BE SUBJECT TO FUTURE ® W ASSESSMENTS FOR ROAD UPGRADES. 100 0 100 200 300 Ln \ 1 N88*59'24"W G RAGE M U') \\ QQ 373.10' CD EXISTING DRIVE 12 Z 6-- \ y--- ' o f ^ 12.879 ACRES LO'� ^v� 561,019 SD. FT, - \ s 6 .00' 263.32' 420.68' r LOT-� i N- 0j S89'04'58"E 750.00' ' LEGEND ( I N� ��i to Q�' z ✓� .tl;` p��' ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND U pp Nh I� P�i W Zo G% • 1' IRON PIPE FOUND _ 0-� Q x+ Qi p0¢ /' /` 1' X 24' IRON PIPE SET WEIGHING + i �� r ��� Q' ° 1b8 LBS. PER LINEAR F007 I i O 100' ROADWAY SETBACK LINE �I r W O u w� vi 2' IRON PIPE FOUND I >i rn ¢a� IF ® WELL co 1 CL it/7lSg� I N89'04'58"W 1023.23' SEPTIC I 1 N cr / 329.3 v); M 6 0 263.32 4. 0' 3ai.12 98.06' 142,81% cV �•, p�; I Vi w o� —957.231- 47.42' p O I -:ice LOT 6 EXISTING ACCESS EASEMENT TO V) Z�y m as 10.955 ACRES LOT 3 OF C.S.M, RECORDED IN in N� o . �i�� _ LQM 477,192 S0. FT. VOL, 12, PG. 3394 AND PART OF a r-• m H^� INC. ESMT. AND R/W LOT 1 OF C.S.M RECORDED m I Mtu ¢ a IN VOL. 81 PG. 2232. v �n -2 w.a� 9,169 ACRES �- '* C.I�!r p //O.r y r'n�- 399,384 SO. FT. PROPOSED ✓ `� �U //<c �' L) �� EXC, ESMT, AND R/W DRIVE r' / O,•w `ti' v w tJa�. N89'S5'll'E d / \n �. a w> �� 112,00' /f. ' .r' i 66.01'x" '"°- -N89'55'11'E 1034.52'- N00'20'20'E O /� / i 41 —PARCH LAKK ROAQ —— 66.oa' Z - r - - 855.22' --- _ 113.29' 49.49' 9,04 58, -L,375,22'- --S89' 4'58"E 1035. 5', - 1202,?3' S89'04'58'E SOUTH LINE OF THE SE1/4 SE CORNER OF LOT 1 LOT 1 4Rr 2 LOT 1 SECTION 28 LOT 1 C.S.M.fN C.S.M. IN VOL._7,_PG. 2061 VOLE 6' PG. 1700 VOL--- G.-138 81 VOL. �G.2264 ----- - '- --'--' - - - -- - THIS INSTRU►1ENT ORAFTEC gr ED FZANUAI JDB ND, 99-OS DATE 2-�7-99 i!!i!i�i!i!i!�u!�iii�sl�i��of 8 2 4 1 4 1 2 Document Number Document Title Tx:4197549 998242 St. Croix County BETH PABST Affidavit for a single POWTS REGISTER OF DEEDS g ST. CROIX CO., WI servicing Two Structures via Private Interceptor Main RECEIVED FOR RECORD ( 07/07/2014 09:58 AM EXEMPT #: Name—(Owner)Typed or REC FEE: 30.00 being duly sworn, states,under oath,that: PAGES: 1 He/she is the owner/co-owner of the following parcel of land located in St. Croix County,Wisconsin,recorded in Volum Z.2_2-fJ Page,3Tj Document Number'720 �i-St.Croix County Register of Deeds Office: Recardin .area A parcel of land located in theS�U '/e of theme'/+of Section 75L,T29N Name and Return Address —R 19W,Town of 3} ..�Q , St.Croix County,Wisconsin,being duly Me,# � �r�� S*c;ju described as follows(include lot number and subdivision/CSM or detailed 6°x"10 v�l. to'A Si- v^'1" 711 legal description: sp. l.ov." VLrV_, Mn+ .ST416 LoV 4 o� t���'�' .� r y cc.-ort(cs� \3 t4 ccrk��+� s.,�,rc�I w.-P� ��SS` 3�tS��ti d - 7� '`1 'SJ C� Parcel Identification Number(PRA No. Sl`►SSO; tie,nS J-(t tt 1"+ 'A bk CsM fkC4W i J art* 1'L- ak cSr., P5. 334'1 ,Gs dot. Ax».bv 501-1 j As owner of the above described property,I acknowledge that a Private On-site Wastewater Treatment System (POWTS)serving the primary residence is sized fora bedrooms)with a design wastewater flow of�gallons/day (DWF is based on 150 gpd/bedroom @ 2 persons per bedroom). A maximum of L occupants are permitted; if the number of occupants exceeds the maximum for POWTS design,the system will be undersized to accommodate increased wastewater flows and/or contaminant loads and may be subject to premature failure. An accessory structure NOT to be used as a 2"d dwelling has been connected to the POWTS via Private Interceptor Main Sewer(PIMS)in compliance with SPS 382.30(12). I understand that disclosure of this information will be made to any parties interested in purchasing this property in the future. I Dated this ®'Z day of_ J'A l ,2014. G�t1�� 1hc2G��r" * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) )ss. St.Croix County. ) authenticated this day of Personally came before me this_L2L day of (Year) tq zT- O (year)the above named * TITLE: MEMBER STATE BAR OF WISCONSIN to me known (If not, to be the person(s)who executed the foregoing instrurl�w ledge the same. Authorized by§ 706.06,Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Pamela Ouinn Land Use Specialist Community Development Dept. Notary Public,State of Wiseeasin 4AZ4VI/ (Signatures may be authenticated or acknowledged. My Commission is permanent. If not,state expiration Both are not necessary.) date: Date: ELEBAIRYSMENDEEVV i NOTARY PUBLI -MINNESOTA Xvlms "THIS PAGE IS PART OF THIS LEGAL DOCUMENT—DO NOT 'ti COf""eSO� This information must be completed by submitter: document title.naym&rep..:.add!ems.and EM(if require t r ltformadon such as the panting clauses,legal desc►tptiok etc.maybe placed on thisfirst page of the document or maybe placed on additional pages ojthe document.Mote: Use of this Sf0C rcff9Jt add &ffF4t�MdTWfffa and S2.OD to the recording he. Wisconsin Statutes,59.45. nIs N-fl- � z - s c+ iv � n Q s ✓� � � o� __ � Fes' O � ry� vas — --- 4-COI � ---i`--- - . ` lilt El lit , ILE lilt HH LJ ��gF4RT1gg4�. Department of .°r SOIL EVALUATION REPORT #1732 Safety and in accordance with Comm 85,Wis.Adm.Code Page 1 of 5 a� Professional Services Schmitt Soil Testing,Inc. County Attach complete site plan on paper t 1 ha %x 11 inches in size. Plan must St.Croix include,but not limited to:verb,r�a rizo I reference point(BM),direction and percent slope,scale or dimentfs orth row,and location and distance to nearest road. Parcel I.D. 030i1079-40- Pi' p ' t alt information. Revi By T Personal information you proved ay be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �s CRc J Property Owner Property Location c% Q /t! Steiger, Matthew/Kothlow, Bradley Govt.Lot SW1/4, SE1/4, S281 T3 / Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# �o 568 Perch Lake Rd 6 CSM 13/3615 �F City State Zip Code Phone Number City Village ❑ Town Nearest Road Hudson WI 1 54016 1 612-751-6125 St.Joseph I Perch Lake Road [a']New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Burkhardt-Sattre Complex Flood plain elevation,if applicable NA ft, General comments Area is suitable for a conventional system with a 0.5 gpd/sq ft rating. Possible system elevation is T1=91.0',T2=88.75',T3=86.5'. and recommendations: Slope of Area is 23%. Replacement area is shown on Soil Tests completed earlier(attached). F-11 Boring# ❑Boring Pit Ground surface elev. 96.60 ft. Depth to limiting factor 110+ in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-10 10yr3/2 none sil 2mgr mfr a 2vf 0.6 0.8 2 10-21 10yr3/4 none sl 2msbk mfr gw 2vf 0.6 1.0 3 21-42 10yr4/4 none sicl 2msbk mfr gw lvf 0.4 0.6 4 42-55 10yr5/6 none sl 2msbk mfr gw ------ 0.6 1.0 5 55-74 10yr5/6 none grs Osg ml a ------ 0.7 1.6 6 74-110 10yr6/4 none p s Osg ml ---- ------ 0.7 1.6 F2 ]Boring# ❑Boring E Pit Ground surface elev. 92.4 ft. Depth to limiting factor 112+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10yr3/3 none sil 2mgr mvfr Cs 2vf 0.6 0.8 2 14-21 10yr3/4 none sit 2msbk mvfr gw 2vf 0.6 0.8 3 21-48 10yr4/4 none sicl 2msbk mfr cs 1vf 0.4 0.6 4 48-80 10yr5/4 none grcos Osg ml cs ----- 0.7 1.6 5 80-112 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 *Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<_30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature, CST Number Thomas J.Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 4/11/2014 715-760-1978 SBD-8330(R.07/00) Property Owner Steiger, Matthew/Kothlow, Parcel ID# 030-1079-40-500 Page 2 of 5 ❑Boring 3 Boring# Pit Ground surface elev. 90.95 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mfr gw 2vf 0.6 1.0 2 10-20 10yr3/1 none sl 2msbk mfr gw 2vf 0.6 1.0 3 20-38 10yr4/6 none SO 2msbk mfr gw 1vf 0.6 0.8 4 38-51 7.5yr4/4 none sicl 2msbk mfr cs ivf 0.4 0.6 5 51-82 10yr5/6 none grs OSg ml cs ------ 0.7 1.6 6 82-97 10yr5/6 none Ifs OSg ml cs ------ 0.5 1.0 7 97-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 F ❑Boring 4 Boring# pit Ground surface elev. 96.60 ft. Depth to limiting factor 111+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munseli Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *Etf#2 1 0-14 10yr3/2 none Sil 2mgr mfr gw 2vf 0.6 0.8 2 14-33 10yr4/4 none A 2msbk mfr gw ivf 0.6 0.8 3 33-60 10yr5/6 none S Osg mfr cs ----- 0.7 1.6 4 60-79 7.5yr5/4 none grcos OSg ml cs ------ 0.7 1.6 5 70-96 10yr6/4 none fS Osg ml cs ------ 0.5 1.0 6 96-111 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Al F--5 1 Boring# ❑Boring VL Pit Ground surface v. 5.85 ft. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munseil Qu.Sz.Cont.Color Gr.Sz.Sh. *Efr#1 *Eff#2 1 0-17 10yr3/2 none sl 2fsbk mfr gw 2vf 0.6 1.0 2 17-37 10yr3/1 none sil 2fsbk mfr gw lvf 0.6 0.8 3 37-47 10yr4/3 c2d 10yr6/8 sl imsbk mfr w ------ 0.4 0.7 10yr6/3 g 4 47-75 7.5yr5/4 c2d 10yr6/6 sl Om mfr cs ------ 0.2 0.6 lOyr6/2 5 75-88 7.5yr4/6 c2d 10yr6/6 sicl lmsbk mfr - 0.2 0.3 "Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<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) Schmitt W Testing,Inc. Property Owner Steiger,Matthew/Kothlow, Parcel ID# 030-1079-40-500 Page 3 of 5 ❑Boring Fil Boring# Pit Ground face elev. 85.35 ft. Depth to limiting factor 35 in. . surface Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 °Eff#2 1 0-11 10yr3/3 none sl 2fsbk mvfr CS 2f 0.6 1.0 2 11-18 10yr3/2 none fsl imsbk mvfr gw 2f 0.2 0.6 3 18-35 10yr5/4 none Is Osg ml CS 2vf 0.7 1.6 4 35-60 7.5yr4/6 m2d 10yr6/8 sid imsbk mfr cs ------ 0.2 0.3 10yr6/3 5 60-76 10yr5/6 m2d 6 1 r6 sl Om mfr ---- ------ 0.2 0.6 A/7 2 F Boring# Boring Pit Ground surface elev. 89.85 ft. Depth to limiting factor 54 in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IP in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eft#1 •Eff#2 1 0-17 10yr3/3 none sl 2mgr mvfr Cs 2m,2f 0.6 1.0 2 17-30 10yr4/3 none sl 2fsbk mvfr gw 2m,2f 0.6 1.0 3 30-42 10yr5/6 none grs Osg ml gw ------ 0.7 1.6 4 42-54 10yr5/6 none sl imsbk mfr Cs ------ 0.4 0.7 5 54-84 7.5yr5/6 map 10yr6/6 fsl imsbk mfr ---- ------ 0.2 0.6 7.5 r6 3 Boring F Boring# Pit Ground surface elev. 101.35 ft. Depth to limiting factor 33 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Efr#2 1 0-7 10yr3/3 none sl 2mgr mvfr Cs 2vf 0.6 1.0 2 7-16 10yr4/3 none fsl 2fsbk mfr Cs 1vf 0.4 0.8 3 16-33 10yr6/4 none fs Osg ml Cs lvf 0.5 1.0 4 33-46 10yr5/6 c2d 10yr6/8 fsl imsbk mfr gw 1vf 0.2 0.6 10yr6/3 5 46-58 10yr5/6 m2d 10yr6/8 1 r6 2 fsl Om mfi a ------ 0.2 0.5 6 58-82 10yr5/4 c2d 10yr6/6 sl Om mfi ---- 0.2 0.6 10vr6/2 Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L Effluent#2=BODS<30 mg/L and TSS-30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330(R.07/00) SChmftt Soil Testing,Inc. Property Owner Steiger, Matthew/Kothlow, Parcel ID# 030-1079-40-500 Page 4 of 5 9 • Boring# Boring [�Pit Ground surface elev. 92.95 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2fsbk mvfr cs 2f 0.6 1.0 2 10-21 10yr3/2 none A 2msbk mvfr gw 2f 0.6 0.8 3 21-32 10yr5/4 none sicl 2msbk ml gw 2vf 0.4 0.6 4 32-60 7.5yr4/6 m2d 10yr6/8 sicl 2msbk mfr ------ 10yr6/3 9w 0.4 0.6 5 60-76 10yr4/6 m21d 10y 2/6 scl imsbk mfr 0.2 0.3 F-1 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 GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *Eff#2 F-1 []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 GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS- 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330(R.07/00) SChMkt SON TftlbV,Im. Page 5 of 5 - SchmoiL Tes in !Inc. __`— _._ ;' ;_ Name': Matthew Steiger/Bradley Kothlgw Thomas;J. Schmitt, CST 227429 Address: 568 Perch Lake Rd. - 595 amity.,.State_zip. --Hadson;-Wl-AW6- ----. signatur - -- LW N6. . - -6- CS -13/3615 -500 T 8 PID: _ 030-10 M 13/ cr_iption":_ 5114-51✓1/4_S28 TON R19X?V- ----- ■ 'Backhoe Pit' Township,County:' St Joseph,St.Croix County'; Beach Mark 1 1. fOi5.00'TOp of3�PVC;pip9_ _ ---$ Benjclf*rk-2-01 OI.Wl Tbp gf !'PVr pope --- -- — Slope= ! 23% --- !Scale 1"=4Q'-- — ---:_ _..-- R T 5 to - - -- - - -- -- - - -- -- -- -- - --- --=- I _ - - - ---- - - -- ! / .7.�' OS51 ---- - NY& `consin s; P A LK EVALUATION REPORT #2125 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions, north arrow,and location and distance to nearest road. Parcel I.D.034 ,/0 79—7,/)—gv Please print all inf r i on. Re ewed B Date Personal information you provide may be sed foRGEVV MIPrivac Law,s.15.04(1)(m)). �f r Property Owner Property Location Jane Reed Govt.Lot na SW1/4, SE1/4, S28,T30N, R19W Property Owner's Mailing Address Lot# Block# Subd.Name or C M# 1206 Riverside Dr N. ST.CROIX COUNTY 6 na C 3 5 City Stat SOMING MN#QL0ffiQE i City Village Town Nearest Road Hudson WI 54017 715-386-5111 St.Joseph Perch Lake Rd New Construction Use: 1 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe: na Parent material Outwash Flood plain elevation,if applicable na ft. General comments Conventional System,system elevation 93.00ft.Trenches spaced and depth to code 3.00ft below grade. 6n. L/ and recommendations: s / y rt= Boring 1 Boring# i Pit Ground surface elev. 96.00 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-29 10yr3/2 na sl 2msbk mfr cs if 0.6 1.0 2 29-60 i 7.5yr4/4 na Is osg mvfr cs na .7 1.6 3 60-120 7.5yr4/6 na ms osg ml na na .7 1.6 Fil Boring# -! Boring ', Pit Ground surface elev. 96.00 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-28 10yr3/2 na sl 2msbk mfr cs if 0.6 1.0 2 28-60 7.5yr4/4 na Is osg mvfr cs na 7 1.6 3 -120 7.5yr4/6 na ms osg ml na na .7 1.6 3ok -7z" *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/!- *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) S" at CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond,WI 54017 5/6/2010 715-760-0347 SBD-8330(R.07/00) . Page 2 of 3 Property Owner Jane Reed Parcel ID# Boring 3 Boring# Pit Ground surface elev. 93.90 ft. Depth to limiting factor 120 in. ISoil Application Rate Horizon ' Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -Eff#1 -Eff#2 1 0-24 10yr3/2 na SI 2msbk mfr cs if 0.6 1.0 2 4 7.5yr4/4 na Is osg mvfr cs na 7 1.6 3 -120 7.5yr4/6 na ms osg ml na na 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 GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2 Boring Boring# -1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1 =BODS>30<220 mg/L and TSS>30<_150 mg/L Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. Steel's Soil Service SBD-8330(R.07/00) STEEL'S SOIL SERVICE 3 of 3 David J. Steel Jane Reed 1699 150th St CST-POWTSM SWl/4SE1/4,S28,T30N,R19W New Richmond.WI 54017 Lic. #248956 Town of St. Joseph, St. Croix Cc Direct 715- 760-0347 CSM Lot 6 Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1"=40' ♦ = Benchmark Ele. 100.00 ft I Top of 3/4" pvc pipe • =Alt Benchmark EL 97.90 ft Top of 3/4" pvc pipe 0 =Borings �, P Boring Elevations V B1 = 96.00 ft 2�--q� B2 = 96.00 ft B3 = 93.90 ft B4 = 0.00 ft ZSd � 139 �1z � �L-11� ke s FILED tia V"R 2 2 1999 ► KATHLEEN H.WALSH 11 599854 RepiserOtDBeds SI.CroiuCa,Wl v ? CERTIFIED SURVEY MAP U_NPEATT�D N?c4co 379.69 LOCATED IN PART OF THE SW1/4 OF v' THE SE1/4, IN PART OF THE SEi/4 OF �oo y^; THE SE1/4 AND IN PART OF THE NW1/4 w\ V) N OF THE SE1/4 OF SECTION 28, T30N, zw�' C� Mo R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; BEING PART OF LOT W Q. ..,.,,.,... w 4 OF CERTIFIED SURVEY MAP RECORDED 4Tw IN VOLUME 12, PG. 3394 AT THE ST. CROIX ��°q i7 COUNTY REGISTER OF DEEDS OFFICE. t�° U o a°q «. �i Ill N w , LO NZ= , LOT_4 zmo a„ :,,;,� ro OWNER �a ~:;;•y 0_I v JANE REED PICOTTE a z1 BARN 01 558 PERCH LAKE RD. Loa \ HUDSON, WI 54016 04 M ~o LOT 7 W CN SCALE IN FEET 1' = 200' YH ADJO INING LOTS 4, 6 AND 7 MAY BE SUBJECT TO FUTURE L>..I ASSESSMENTS FOR ROAD UPGRADES. 100 0 100 200 300 N88'59'24"W GARAGE 373.10' c— o EXISTING DRIVE �o Z y 12.879 ACRES �°� 561,019 SD. FT. LOT 5 6 .00' 263.32' 420.68' LOT 6 3 I ~i 589'04'58"E 750.00' f ' pi L------ d M I I LEGEND O i z I �' �� ALUMINUM COUNTY SECTION CORNER o ��/ p I GJ; A3/ MONUMENT FOUND i Dt C-1 d a^ M QP D owa aZ I G / • 1' IRON PIPE FOUND i w I �i o°J t �' Q� 0 1' X 24' IRON PIPE SET WEIGHING O)I ~ i i 1.68 LBS. PER LINEAR FOOT Ji O N n w Q�z + ^�� 100' ROADWAY SETBACK LINE 01 u a Li I Ov • 2' IRON PIPE FOUND ° WO I oz � a caQ � ® WELL z' �J ¢ { N89'04'58"W 1023.23' SEPTIC gl It / 329.32' 560 '\ 261 32' 264.50' \21 141.12' 11') 98.06' 142.81'/ cJl —957.23'— a; 0 1 z'j 4 LOT 6 EXISTING ACCESS EASEMENT TO CVi w o° MOM 10.955 ACRES LOT 3 OF C.S.M. RECORDED IN � `� Q 1 o N nlol z w 477,182 SO FT. VOL. 12, PG, 3394 AND PART OF i w N�° d ¢ (L INC. ESMT. AND R LOT 1 OF C.S.M RECORDED of /� N� /^ O wz, of wN0 9.169 ACRES IN VOL, 8, PG. 2232, v M O ° v 399,384 SO. FT.CC u w y PROPOSED �i ti a o.�. EXC. ESMT, AND R/W. DRIVE N89° 11�,5'11'F _'S i//OiOv ryry�r 1, 66 N89.55'11'E 103 N00.20'20' f ,i( ., PERCH LAKE ROAD 66,00' /� Qi —— -——— - 85522' -—— —- 113.29' 49,49' — — S89.04'58" 375.00' S89' 4'58"E 1035. 5' — 1202,73' S89'04'58'E SOUTH LINE OF THE SEl/4 SE CORNER OF LOT 1 LOT 1 LOT 2 LOT 1 SECTION 28 C.S.M. IN C.S.M. IN VOL. 7, PG. 2061 -- LOT 1 VOL_ 6_ PG. 1700 VOL. S,PG._226_4 -�---- - - - - _VOL._5,_P_G._13_81 �- THIS INSTRUMENT DRAFTED BY ED FLANUM JOB 40. 99-05 DATE 2-17-99 Vol 13 Page 3615 Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division c4Salety and Buildings Page of 3 Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include,but not limited to: vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# o 07 APPLICANT INFORMATION- Please print all information. Revipwed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location —� A _e)j Govt. Lot _'It)1/4,5Z_1/4,S �8 T36 ,N,R IM)W Property Owner's Mailing Address Lot# Block# Subd.Name or CA M# J 3-V r 1i /'Yid C S/�J ; J S— �e 2t j City State Zip Code Phone Number Ne rest Road // El El � Town / O'SOri U/ 7/� �S�y S� Pe,-e,A k-e KU ( New Construction Use: Z Residential/Number of bedrooms Addition to existing building ❑ Replacement o/ ❑Public or commercial-Describe: Code derived daily flow DSO gpd Recommended design loading rate J bed,gpd/fi2�trench,gpd/fie Absorption area required 37� bed,ft2 3"� trench,ft Maximum design loading rate S_bed,gpd/ft2�trench,gpd/ft2 Recommended infiltration surface elevation(s) s / ft(as referred to site plan benchmark) Additional design/site considerations ee- dos c d c,, C, loo,ft Parent material 6Q Tt aar.s `i Flood plain elevation,if applicable 1Y14 ft S = Suitable for system Conventional Mo nd In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑ S X,U S ❑ U ❑ S ;9.0 ❑ S 0U ❑S �Z U ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Ou.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench I Da /0 Q3�3 "I r r- G Ground 9el. Depth to limiting fat r tin. Remarks: Boring# AN 3 -y 1011ge Ins r� v✓' 'fit Ground [f 7 C 0 r `4-}' 3 elev. ,1 QIRft. Depth to - limiting c° factor 0 in. Remarks: CST Name (Please Print) Signature el p ° s SJ /7/1^! Address Date CST Number � 6 11rd J'/ t/°e,.✓-Lal S e-e-s d- AJI �S"yf>a ' —ao-F9 a 7%2 PROPERTY OWNER T4.2 e !"r Ct lle SOIL DESCRIPTION REPORT Page .2�'of,..� PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistence.-Boundary Roots Bed ,Trench Ground �® elev. S�/ �•� all Depth to limiting fac or in. Remarks: Boring# r CS / . 2 0-31 1-y Ab / Ground elev. /VP:, Depth to limiting fact r �in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/fie in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench Boling# 1® V/ 12 4//V i't ,, s5 in rr Ground ��� .54 O I� 3 elev. w Depth to limiting ; factor Remarks: Boring# ....................... ....................... ....................... Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330(R.07/96) i I 1 i _ 1 , a ! aeA r d --- 44 { I , ! I I ,I I 7U' I Jk - I ! I � , I I , I , ! Tug e Al-C-6 Ile !' � �� • ��¢s __ �zir G 4 a r .sue 6 ✓� ss- I I Parcel #: 030-1079-40-500 05/20/2010 07:47 AM PAGE 1 OF 1 Alt. Parcel#: 28.30.19.286E 030-TOWN OF SAINT JOSEPH Current ❑ ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner JANE F TRUST REED O-REED,JANE F TRUST 1206 RIVERSIDE DRIVE N HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): `=Primary Type Dist# Description "568 PERCH LAKE RD SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 10.950 Plat: 3615-CSM 13-3615 030-99 SEC 28 T30N R1 9W W1/2 SE1/4 BEING LOT 6 Block/Condo Bldg: LOT 6 CSM 13/3615 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-30N-19W Notes: Parcel History: Date Doc# Vol/Page Type 05/08/2003 720585 2234/395 WD 2010 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/08/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.950 86,900 0 86,900 NO Totals for 2010: General Property 10.950 86,900 0 86,900 Woodland 0.000 0 0 Totals for 2009: General Property 10.950 86,900 0 86,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch#: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 s FILED �o ' ,JUN f 7 IIf, NI AR 2 2 1999 ► S7 CROIX COUNTY KATHLE No oWAL H �l Jr998rJO SURVEYOR'S RECORD St Croix Co"� CERTIFIED SURVEY MAP UNPLATTED N88' 3 47"W LAS w w 379.69' LOCATED IN PART OF THE SW1/4 OF J. THE SE1/4, IN PART OF THE SE1/4 OF THE SE1/4 AND IN PART OF THE NW1/4 cl o o M OF THE SE1/4 OF SECTION 28, T30N, A (!y N R19W, TOWN OF ST. JOSEPH, ST. CROIX �� a) COUNTY, WISCONSIN; BEING PART OF LOT Iz No N 4 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 12, PG. 3394 AT THE ST. CROIX W sW COUNTY REGISTER OF DEEDS OFFICE. o! o Lc) Ln rl q; - LOT_ 4 z� I—I t\ i� OWNER Lo J V) Ji N JANE REED PICOTTE z=�'¢ n-I �' BARN Ln \ 558 PERCH LAKE RD. zi ❑ \ HUDSON, WI 54016 LJ ED 00 C14 M IM-0 0i L0 LOT 7 co C14 ADJOINING LOTS 4, 6 AND 7 SCALE IN FEET 1` = 200' V) / MAY BE SUBJECT TO FUTURE o 1 ") �r) LLI ASSESSMENTS FOR ROAD UPGRADES, NEW 100 0 100 200 300 � \ U' �t \ GARAGE N88'59'24"W Lo \ 373.10' O Z OF,' \ EXISTING DRIVE \ / 12,879 ACRES LOT 5 M 561,019 SO. FT. �\ CD v 4r i 6 .00' 263.32' 420.68' LOT--6 39.32' I Iol S89'04'58"E 750.00' _ _ _ _ _ LEGEND I � 041 "� O z I `�� �,' Obi' ALUMINUM COUNTY SECTION CORNER Ni N rn ,`�i o I C�ji ,��i & MONUMENT FOUND I° • 1' IRON PIPE FOUND z I Ci / O-i p ¢¢ V X 24' IRON PIPE SET WEIGHING °< 0 1.68 LBS. PER LINEAR FOOT O =0 1 O/ ��i7 . • • • • 100' ROADWAY SETBACK LINE JOB u wz T v/ v��� 2' IRON PIPE FOUND >i � �� Qo �O, O WELL C5 0,Z' /1/7 /5�¢ 1023.23' SEPTIC N N 89 04 58 W 329,3 ' Uvj'i 6 0 263.32' 264,50' 141.12' 98.06' 142,81'/ N �o�i UI Lo —957.23'— 47,42' �i p I Ln z u m LOT 6 EXISTING ACCESS EASEMENT NO //0" // �V V) w ii M 10,955 ACRES LOT 3 OF C.S.M. RECORDED I ch / NI w °o z°M 477,182 SO, FT, VOL. 12, PG. 3394 AND PART OF N �/ 7/ �i ° ,N oIrnI z cwi, INC. ESMT. AND R/W LOT 1 OF C.S,M RECORDED w 3:(:) ^/ pl N"i N o ¢ a. IN VOL. 8, PG. 2232, c�^ / r z z I N In(\j 9,169 ACRES o Cl 0 '" 399,384 SQ. FT. PROPOSED � u L) EXC, ESMT. AND R/W DRIVE N89.55'IVE I- \N �, a.o.j. . . �.\: 112,00' _ / 66,01'/— - -` — — N89°55'11'E 1034.52'- N00°20'20'E o p —PERCH LAKE ROAD — — — 66.00' • z , c� - 855.22' - — 113,29' 49.49'S8' 9,04 58„ 375.00' --- S89'C 4'58"E 1035. 75 1202,73' S89°04'58'E SOUTH LINE OF THE SE1/4 SE CORNER OF LOT_ LOT 1 1 _ LOT 2 SECTION 28 LOT_1 LOT_1 C.S.M. IN C.S.M. IN VOL. 7,_PG._2061 VOL. _6, _P_G. 17_0_0 VOL._5_,_PG-_1_381 VOL._8, PG_ 2264 ---- ---- -- -- - - THIS INSTRUMENT DRAFTED BY ED FLANUM JOB N0, 99-05 DATE 2-17-99