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HomeMy WebLinkAbout038-1132-10-095 n § o� ■ -0 n e 2 ■ § . \ § § � �T ;f$7 g ± E § 3 \ § \ e / & ' ° M § D _1 } ■ ' CD § E § [ = k § & ` \ r � / / k \ 2 ` to � \ ! B ƒ . 2 t y CD E CL e \77 21 § \ 2 2 # ) (D @ E § / E X 0? CD k \§ E Cl) � k ° 2 � @ •. � � / 0 0 0 }- 2 rr3- = ■ CO) / \ \ 1 m ° k £ $ - m e e k 9 I & / & e q � f .. w � / 3 § \ 0 / CD 5: J $ ° 0 [ / ( § E - , E s ƒ I r e & CL CL =r C CD _ _ / 2 , a (D 2 w Cn \ +£/ a§ k?K \ ` E CL i z E » ' G.) 2 \ © + w T Z) < ) , m f \ o k E / E § \ r M C) = { $ � Cl) ES4 ® = o .� } =C LW % § c E ` \ % 2 �$K\ %g ( £ )\ i 2/ k \\ ) 0 ƒ9 k c E] « � #_ § § a / [ _ \ , ma � CL o + ( 7 f M } @c k Parcel #: 038 - 1132 -10 -095 06/28/2007 04:43 PM PAGE 1OF1 Alt. Parcel #: 32.31.18.540A -7 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/11/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - JAMES, GREGORY E & REBECCA L GREGORY E & REBECCA L JAMES 1831 WINDING TRAIL RD NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description 1831 WINDING TRAIL RD SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 6.800 Plat: N/A -NOT AVAILABLE SEC 32 T31 N R1 8W NW SW CSM 18 -4807 LOT Block/Condo Bldg: LOT 10 10 (2.94 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 32-31N-18W NW SW Notes: Parcel History: Date Doc # Vol /Page Type 11/17/2004 780116 2697/128 WD 08/11/2004 771397 18/4807 CSM 06/04/2003 724462 17/4535 CSM 10/01/2001 657909 1729/54 LC more 2007 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/27/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.940 36,700 206,400 243,100 NO Totals for 2007: General Property 2.940 36,700 206,400 243,100 Woodland 0.000 0 0 Totals for 2006: General Property 2.940 36,700 206,400 243,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No 463261 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you pAivide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: James, Greg Star Prairie Townshi CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: J 6w\ ( C!5 32.31.18, TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 1 IN Posing Alt. BM M - Aeration Bldg. Sewer `� /60 (05 Holding St/Ht Inlet RS- St/Ht Outlet _G /6'd TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet -- Septic 2b i . V 1� z o 33 ' DtBottom Dosing _ Header /Man. Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade S Z.SS A 3. _........... Manufacturer Demand St Cover P _.._. ..- Mod er TDH Lift Friction Loss Syst ead TDH Ft Force Dia. Dist. to Well SOIL ABSORPTION SYSTEM D BED/TRENCH IMENSI ONS Width o Le No. Of Trenches ` PIT DIp�IENSIONS No. Of its Inside Di\ Liquidth SETBACK SYSTEM TO P/L BLDG 1 WELL LAKE /STREAM LEACHING Manufacturer:.. — INFORMATION CHAMBER OR Type Of System: t / -7156 t � � UNIT Model Number: /U DISTRIBUTION SYSTEM Z�.�� ► a d -t.SL_ Header/Manifold 41 Distribution x Hole ize x Hole Spacing Vent to Air � Iry(ake� Pipe(s) d'�t Length Dia Length Dia Spacing Z� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over / / Depth Over xx Depth of xx Seeded /Sodded xx Mul ed Bed /Trench Center (� . ?� Bed/Trench Edges Topsoil **__ Yes r+ !j No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:Y/ z/ d J` Inspection #2: Location: 1831 Winding Trail Road New Richmond, WI 54017 (NW /4 SW 1/4 32 T31 R1 8W) NA Lot 10 Parcel No: 32.31.18. 1.) Alt BM Description = e� �`:✓� 2.) Bldg sewer length = ( - amount of cover = /f deel `� '0 Use revi Re P la n e otheSs de for additional informati No J Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) Safety and Buildings Division County �I Washington Ave., P.O. Box 7162 St. Croix I S�O�SI /� ( ison, WI 53707 — 7162 Site Address Department of C'bmmerce LJJ Winding Trail Sanitary Permit Application Sanita Permit Number // In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ' (o 3 Z ( ) may be used for secondary purposes Privacy Law, s15.04(1)(m) ❑ Check if Revision I. Application Information — Please Print All Informatior State Plan I.D. Number RECEIVED Property Owner's Name P el Number Greg James DEC 10 2004 "- Property Owner's Mailing Address erty Locatio 300 — 221 at Street ST. CROIX COUNTY ZONING OFFICE NW %; SW %; S32; T31 N, R 1 8W City, State Zip Code tone Number Lot Number Block Number Somerset, WI 54025 (715)247 - 3292 10 - -� CSM Number v. P II. Type of Building (check all that apply) C / / (J ❑ city_ X 1 or 2 Fate ily Dwelling - Number of Bedrooms 6 "^^ ❑ Village ❑ Public /Commercial - Describe Use X Town Star Prairie ❑ State Owned Nearest Road Winding Trail Road III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 New 2 Replacement System For County use System X 3 El of 6 El Addition to Tank Onl Existin S stem B Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 X Non - Pressurized In- Ground 21 ❑ Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 Q Recirc lating A0 ❑ Ot r tf V. Dispersal/Treat ent Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Vlercolation tern Elevation Final Grade Required Proposed Rate(Gals./Days /Sq.Ft.) Rate Elevation 900 1285.7ft2 1297.1 ft2 .7 (Min./ 99.7 ' 103.2' 7 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing C1.4 Tanks Tanks Septic 2000 2000 1 Skaw Precast X VII. Responsibility Statement- I, the and signed, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) P ber's Si t re �� MP/MPRS Number Business Phone Number Thomas D. Gustum am 227618 715 658 -1344 Plumber's Address (Street, City, State, Wp Code) N13450 937 St New Auburn, WI 54757 VIII. County /De artment Use Onl Approved ❑ d Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ,}{ Owne nitia rse 2 S Determm ' �fY , 1� �0 k�o — IX. Condition pprov asetls- €e�- @isa{reval SYSTEM . 1 Septic tank, effluent filter and dispersal cell must all be serviced /-Maintained as per management plan provided by plumber. 2. All setback requirements must be maintained j as per applicable GQd8l Q6fkAaF1ja6& (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 05101) � � U m Q i SZZ l/d OD m � z � a,�Y( is J i (D t Z g Cl) N I I I 1 � a ' 7 L o v I I I I a M I � � Oi ' w n 1 / V i O !� I � � 1 ' Q I ' 1 � 1 � i (V N C O cc / a I m "p 1 a 1 1 J, I I �� r- I ry/ 1m� 1 I � , o � ILA° arot .-a ' � d 0 . 2 � II I f2 'S o a mI g 2S Z 8)7 " a i °° w w I O p- ca M§ it in m .su v MOO co 0 U m Q ����, Chambers Page 1 of 4 Cover Page Project Name: James 900 GPD Conventional Owner's Name Greg James Owners Address 300 - 221 st Street Somerset, WI. 54025 (715)247 -3292 Legal Description Fw w %4, Fw �w Y. Sec 32 T 31 18 N, R W Township Star Prairie County Saint Croix Subdivision Lot# Parcel I D# Table of Contents pg- 1 Cover page 2 Calculations and Drawings 3 Management and Contingency Plan 4 Plot Map total # of pages: 4 Designer Name: Thomas Gustum License #: 227618 Date: 12/3/2004 Ph. #: 715-658- Signature: U Design Methods Used "IN- GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD- 10705 -P (R.6/99) Chambers Page 2 of 4 Calculations and Drawings Site Conditio Infiltration Elevations Site Type: Private Cell #1 Cell #2 Cell #3 %Slope 3 % Contour Elev: 103.20 0.00 0.00 Ft # of Bedrooms 6 Infiltration Elev: 99.70 0.00 0.00 Ft Depth to limiting factor 95 in Limiting Factor Elev: 95.28 N/A N/A Soil Application Rate: 0.7 gal /ft ^2 /day Treatment and Dispersal Zone: 4.4Z N/A N/A Effluent Quality Eff #1 Cover Material Required: 0 N/A N/A In Design Flow: 900 gal /day Finished Grade Over Cell: 103.20 N/A N/A Max BOD 220 mg /I Max TSS 150 mg /I Distribut Cell Septic Tan Choose chamber type: infiltrator Q uick4 Septic Tank Manufacturer: Skaw # of Cell Septic Volume Chosen: 2000 Laying Length: 4.00 Ft Effluent Filter Selected: Simtech 110 EISA Determined Area: 19.1 Ft2 Note: Access opening of sufficient size to be provided to allow removal of Piker. Opening Open Bottom Area: 9.10 Ft2 to terminate at or above grade. Chamber Height: 12 Inches Required Infiltrative Area: 1285.7 Ft2 Actual Infiltration Area 1297.1 Ft2 Total # of Chambers: 67 Total Cell Length: 268.0 Ft Cross Section of Septic Tank Cross Section of Cell vent in manhde cover° ation Pipe 12' Min. Final Gr - - -- �4!'Min. Ground Contour All jdMs to be water tight D3034 or LEftluent &NO System Filter Pipe Elevation 3" Bedding Under Tank \ Plan View of Typical Cell 4116 ti \ l Z � Length \ I 1/6 I 1 -1/6 Observation Pipesdth D3034 or Sch40 4" P VC Pipe Page 3 of 4 In- Ground System Management Plan pursuant to comm 83.54 W. A. C. Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and /or the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical /biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied by sludge /scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Absorbtion Cell The absorbtion component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems /failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing /maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and /or possibly cause it to freeze in winter conditions. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: I If the septic tank or other components therein (including floats, alarms, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by removing the clogged bacterial mat, aggregate /leaching chamber cell, and distribution piping within the cell and replacing failing components in order to return system to proper working order as required. If repair is not feasible, a new system is to be constructed in a designated replacement area U m Q .9LZ l/d m ` _ v po z F- 3 �T - N i U aM =n. _ CD ISO M C4 N ID � I ' � U I i 3 i i i i i I , i i � 3 C, O N � i i i i r CN /;� v ca EL �m me t o U ' ) pN l a l 0, � g CV I o d C 09 _ M-0 � a 2 O a of a 2 11 f2 4 6 m �° �°— Cf Z u, 8 $ J m w U O W co) m OD aLZ Vd p U m Q 1996 Wisconsin Department ofCommer SOIL UATION REPORT page of 3 Division of Safety and Buildings Q ac' r with C m °� `� Gustum Septic Service r h . Attach com lete site Ian on r no 8 es in ze Plan must Co P P Pape St. CfOIX include, but not limited to: vertical and horizontal refer ce point ( ), dir ��qqd ° percent slope, scale or dimemsions, north arrow, and location an istance Zr!# 2�p P cel I.D. D. ' Please print all information. ST, C e i wed By Date Personal information you provide may be used for secondary purposes 1 U N 1' I Property Owner Prope 'on James, Greg Govt. Lot n/a NW 1/4 SW 1/4 S 32 T 31 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 300 221st Street 10 n/a City State Zip Code Phone Number I City _j Village rI/ Town Nearest Road Somerset I WI 1 54025 715 - 247 -3292 Star Prairie I Winding Trail Road 601 New Construction Use: J Residential / Number of bedrooms 6 Code derived design flow rate 900 GPD I Replacement -J Public or commercial - Describe: Parent material outwash plains Flood plain elevation, if applicable n/a General comments , and recommendations: Part of 2.9 acres. Recommend system el. 99.7'. ---? aj , yZ Boring # I Boring 60 Pit Ground Surface elev. 99.6 ft. Depth to limiting factor >90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0 -9 1 Oyr3 /3 none sil 2mcr mvfr as 2f, 1m 0.6 0.8 2 9 -15 7.5yr4/4 none sil 2msbk mvfr cW if 0.6 0.8 3 15 -30 7.5yr4/6 none sil 2msbk mvfr cW if 0.6 0.8 4 30 -38 7.5yr4/6 none gr. Is 1 msbk mvfr cW - 0.7 1.6 r 6 5 38-48 1 Oyr4 /6 none Is 1 msbk mvfr cW - 0.7 1.6 48 -90 1 Oyr5 /6 none gr. s / s 0 sg ml - - 0.7 1.6 Boring # I Boring 0 Pit Ground Surface elev. 102.2 ft. Depth to limiting factor >90 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary -Hoots GPDfft *Eff#1 'Eff#2 1 0 -10 1 Oyr3 /3 none sil 2mcr mvfr as 2f, 1m 0.6 0.8 2 10 -18 7.5yr4/4 none sil 2msbk mvfr cW if 0.6 0.8 F 5 3 18 -28 7.5yr4/6 none sil 2msbk mvfr cW if 0.6 0.8 4 28 -33 7.5yr4/6 none gr. Is 1 msbk mvfr cW - 0.7 1.6 33-46 1 Oyr4 /6 none Is 1 msbk mvfr cW - 0.7 1.6 6 46 -90 1 Oyr5 /6 none gr. s / s 0 sg ml - - 0.7 1.6 * Effluent #1 = BOD ? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <30 mg /L and TSS < 30 mg /L CST Name (Please Print) Signature: CST Number Tom Gustum 227618 Address Gustum Septic Service Date Evaluation Conducted Telephone Number N13450937th St., New Auburn, WI 54757 12/1/2004 715 -658 -1344 Property Owner lames, Greg Parcel ID # Page 2 of 3 3] Boring # Boring ✓J Pit Ground Surface elev. 104.1 ft. Depth to limiting factor >95 in. $oil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -8 10yr3/3 none sil 2mcr mvfr as 2f, 1 m 0.6 0.8 2 8 -20 7.5yr4/6 none sil 2msbk mvfr cw if 0.6 0.8 3 20 -28 7.5yr4/6 none gr. sl 2msbk mvfr cw - 0.6 1.0 4 28-41 7.5yr5/6 none gr. Is 1 msbk mvfr cw - 0.7 1.6 5 41 -95 10yr5/6 none gr. s / s 0 sg ml - - 0.7 1.6 F f Pit Boring # Boring _ Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP *Eff#1 *Eff#2 ❑ Boring # Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots z *Eff#1 *Eff#2 * Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD a 30 mg /L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or naP l motPnol in an oIfPr t, ir—f A-- —f—1 fhP 1 G1 — TTV fnR_')rA_R'7 T7 .9LZ Td m g M z N N cF ^ 7 N t M LL - N > a U rna� o: E Er c' VJ co Ir r N N o E C 7 CD i . I I na I I I I I N Np 't r 5 I I C �$ LO O I I J, i m r ry � o a of 2 m I yy c p 3 Q G CL 0- I Y O 4 5- Q Co H t i L Z S SJ �c ^� 0 w w a W o �U M w w (n 'o W " 6u u m m ��� co .91Z Td Arl SIM /TECH's Disposable Filters Page 1 of 2 The STF -110, disposable passive septic tank filter e The STF -110 is a passive septic tank filter �., • � that is truly disposable. The filters design provides a fast, clean and affordable solution for servicing septic tanks. It traps debris in its filter media permanently, so it's removed with the filter. It has non - directional filtration media to filter all sizes and shapes of debris. Fits 4" septic tank 'Tee'. . Made of non - directional polypropylene Felt bristles. Non - directional media filtration. No consistent slots or holes to plug. . The open area of this filter far exceeds any filter on the market, allowing flow even when NEW ii contaminated. ' �' ' ` • Holds debris in the filter, no sloughing of debris into 'Tee' when removed. wastowal n 3 ;, Will not float up in the 'Tee'. Self- `` locking bristles hold the filter in place. Last update 05/12/03 • Disposable - A 4 mil plastic bag comes with each filter for disposing of Awo"Vw* 111141 the old filter. ( op rrght (V 1999 -2 IA TEX. 111c.r1`R,JN(t 'All • Fits and adapts to all types of 4" pipe. Rights Reserved. • Stainless Steel core. Download our first Sinn -up 1 monthly news letter - Order part number: STF -110 • 90 degree handle for easy installation monthly the Performance Monthly for May, '03 in and removal. MS Word document Order on -line format • Flexible, easily installed in hard to Want more info reach systems. Order 24 Eas in Easy out locking or movin 110110 disp Options:, STF -130 Technical Specifications y y 9 g and we slotted sleeve removal parts ... Truly ... The most versatile and US4 tool prevents any Printable Flier effective filter on the market and it is solids from leaving the disposable! 'Tee' while the filter is Commercial manifold ass. being replaced and The shape of the filter ensures even filter STF -120 grabber used usage for long life span and maximizes the Ptltr>.nt Pendinn Vnnr lir http: / /www .gag- simtech .com/disposable_filters.htm 12/16/2004 pal ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer (;x-r- c. CJIQ f Mailing Address 3c>o Zz 4 SoNrt t$ &v 4-- .SYO 2 Property Address _/83! k&4 �2 ,*r, 90 _ /yf4r kre-AlMeAw cyr (Verification required from Planning Department for new construction.) City /State lAw ,eLr-* ,,,D w-F- Parcel Identification Num er Q ,� - / /3Z —/o -o 8S LEGAL DESCRIPTION zc I Property Location NuJ '/4 , S't� '/4 , Sec. 3 L , T N R /8 W, Town of S7 ,4 - 4- �,csrcz� Subdivision _ � _ , Lot # C� . Certified Survey Map # 7 713 � 7 , Volume / g , Page # 060 Warranty Deed # � I I (,a , Volume 2� , Page # Zg Spec house yes Lot lines identifiable es no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance i responsibilities are specified in § Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County 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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Departm thin 30 days of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I/We that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owners) of the pro@V desc ' d above, by virtue of a warranty deed recorded in Register of Deeds Office /(�_ S NATURE OF APPLICANT DATE **/*** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** Include with this application a stamped warranty deed from the Register of Deeds Office and a co of the certified survey ma if PP g PY Y P P h' i reference is made in the warranty deed. U, 2697P 128 -74BIZI 1 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between Russell L. Flandrick, a single person, 11/17/2004 08:30AM WARRANTY DEED EXtJiP? # Grantor, and Gregory E. James and Rebecca_ L. James, husband and REC FEE: il. 00 wife as survivorship marital property, TRAITS FEE: 120.00 COPY FEE: CC FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Part of the Northwest Quarter of the Southwest Quarter (NW IA of SW I/4) Recording Area of Section Thirty-two ((32), Township -one (3 1) North, Range Name and Return Address Eighteen (18) West described as followsllat 19,bf Certified Survey Map First National Bank filed August 11, 2004, in Volume 18 at Page 4807 as Document No. p0 Box 89 771397. `— ��`' -' New Richmond, WI 54017 038- 1132 -10 -085 Parcel Identification Number (PIN) This is not homestead property. (9) (is not) Exceptions to warranties: municipal and zoning ordinances, easements and restrictions of record. Dated this 10th day of November 2004 * * RUiSELL L. FLANDRICK AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. ST. CROIX County ) authenticated this day of 10th Personally came before me this day of November , 2004 the above named Russell L. Flandrick, a single person, s TITLE: MEMBER STATE BAR OF WISCONSIN to me kngwn to be the person(s) who executed the foregoing ( If not, �►1111 1111/�� . *pn �.i ` H j and a owI0j the s ° e. authorized by § 706.06, Wis. Stats.) �� �. SC THIS INSTRUMENT WAS DRAFTEI)4 Q • .� A R •* , e J, chmitz Judith A. Remington, REMINGTON LAW OFF a •• 0 j- No Tublic, State of Wisconsin P.O. Box 177, New Richmond, WI 54017 M mission is permanent. not, state expiration ate: (Signatures may be authenticated or acknowledged. Bo�nat necgsary. �G . 2 = 10/ 19/08 ttt ) * Names of persons signing in any capacity must be typed or W below eir sigh `�� Information Professionals Company, Fond du Lac Wl WARRANTY DEED � ( SIN eoo ZO2� i1' y 7 7 1 3 9 7 VOL 18 PAGE 4807 RAT90W H. WALSH RRISISTER OF DEEDS ST. CROIX CO. MI I RECORD CERTIFIED SURVEY MAP RRcE vED F 18t20AM R$CEVfiD FOR CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW 1/4 OF THE SW 1/4 OF REC FEE. 13.90 Lu SECTION 32, T31N, R18W, TOWN OF STAR PRAIRIE, ST. pPAGESt 2 3. ee o- CROIX COUNTY, WISCONSIN. °w U c OF w Isco SURVEYOR: U w v Q� �j. DOUGLAS ZAHLER w co 7 y DOUGLAS J. �� 5& N LAND SURVEYING, INC. 2920 ENLOE STREET Ui O y ZAHLER HUDSON, WI 54016 z 7f S -2145 Qc W m D PREPARED FOR: r O2 RUSSELL FLANDRICK ��l,I o RR 4 BOX 162 CD 3 Q� NEW RICHMOND, WI. 54017 H � S89 "E 5275.94' cc _ _U_N_P_ L_ _A_T_'_T_ _E_D_ L_ _A_N_D_ _S_ _ S89 "E 275 .40' EAST -WEST 1/4 LINE �— W 1/ COR Y 757.65 4242.89' 14 COR SEC. 32 SEC. 32 wi EXISTING TEMPORARY CUL- DE-SAC w EASEMENT TO BE REMOVED co -.4 pp j � UPON ROAD EXTENSION /Ai �\ Z o, C z z n ` EASEMENT IN VOL.N 10 , PG. 408 I 'a' ° is _ v � 4 AI q+ v Rw a: V, Sa —o wry j'� LOT 10 3 A � I I 1 ti O i (Qi , 2.94 ACRES I 1 Z i 128117 SO. FT. G Ni �1 0 I a u) � V j a l I W i PROPOSED j U E � �' N 41 E.II DRIVE t� z z Z se' d I I F-� I >: I I Zi SOIL BORINGS Zv J l o. N89 22 21 " W 276.54 / _v L L 45 OT 9 C.S.M. IN Z _ 17 PG. 35 _ 1 LEGEND Q FOUND 1 1/4" IRON RE -BAR FOUND 1" OUTSIDE DIAMETER IRON PIPE 0 SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT .. • ............. 100' ROADWAY SETBACK SCALE: 1'— 80' iiio DRAFTED BY: WES ANDERSON PROJECT# 0 80 160 SHEET 1 OF 2 SHEETS 6043 -03 DATE:6 /1/04 REVISED:7 /29/04 Vol 18 Page 4807 Property Owner _ Parcel ID # Page of Boring # ❑Boring / � ` G ,� 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/ff° in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 9� 30 z 4� -2 F-1 ring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F Boring # El Boring Cl 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff #1 'Eff#2 Effluent #1 = BOD_ > 30 < 220 mg/L and TSS >30 < 150 mgA_ ' Effluent #2 = BOD < 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 (8.6/00) Soil Test Plot Plan Projedt Name RussFlandrick Shaun Bird Address 1823 Winding Trail Rd. New Richmond Wi 54017 CSTM #2269 Lot Subdivision - ------ Date 4/14/04 NW 1/4 S W 1 /4S 32 T 31 N /R W Township StarPrairie Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 9 1.3/91.1 *HRpSame as Benchmark Alternate Benchmark Top of Survey Iron @ 957 Od B.M. 276' Property Line Alt. B. M. -�' 96' Scale is 1" = 40' 9s' unless otherwise 30' noted eO�%lo B -1 Property Line i Winding Trail Rd A 7 7 1 3 9 7 VOL 18 PAGE 4801 KATALHSif H. ALSH REGISTER OF DEEDS ST. CROIR CO. YI RECEIVED FOR k9C)IRD ERTIFIED SURVEY MAP 08/11/21 10z29A)1 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW 1/4 OF THE SW 1/4 OF REC FEE. 13.00 FEE.- 3.00 SECTION 32, T31N, R18W, TOWN OF STAR PRAIRIE, ST. PAGES.- 2 p CROIX COUNTY, WISCONSIN. o OF W /S SURVEYOR: w w DOUGLAS ZAHLER Z V) �� DOUGLAS J. S S & N LAND SURVEYING, INC. w O h ZAHLER y 2920 ENLOE STREET w z S -2145 74 HUDSON, WI 54016 f aJ D PREPARED FOR: r RUSSELL FLANDRICK N RR 4 BOX 162 Z 3 S Q� NEW RICHMOND, WI. 54017 r� In ¢ S89 °49'18 "E 5275.94' _ _U_N_P_ L_ _A_'_T_T_ _E_D_ LANDS _ ____ __ _ 7 57.65 S89 0 49 1 18 "E 275.40' EAST -WEST 1/4 LINE 4242.89' Y -- ' W 1/4 COR. E 1/4 COR SEC. 32 m SEC. 32 C� I ;EXISTING TEMPORARY CUL- DE-SAC ?j w Z 1 I, EASEMENT TO BE REMOVED O c� ao aS -! ( j UPON ROAD EXTENSION eo in y A I Z � fA •I I F EASEMENT IN VOL.\ : :w LLI 10, PG. 408 1 N o�o; � zs 1 `* - — — -T-I C) LOT 10 3 w I I 1 in I { Oj C) � ' 2.94 ACRES I °f E9 1�.1; p 1 Z i 128117 SO. FT. N •Q;; a U '� ° a eo N • j a l 1 PROPOSED I L 1 DRIVE U Z Z Z O iO� I C71 ss• � I a i m ' IQ 1 Z; SOIL BORINGS U I I �g g� °2221 "W 276.54' _LOT 9 C.S.M. IN 17 P_ G_ 4535 I LEGEND O FOUND 1 1/4" IRON RE -BAR 0 FOUND 1" OUTSIDE DIAMETER IRON PIPE SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT ................ 100' ROADWAY SETBACK SCALE: 1"_ 80' DRAFTED BY: WES ANDERSON PROJECT# 0 80 160 SHEET 1 OF 2 SHEETS 6043 -03 DATE: 6/1/04 REVISED: 7 /29/04 Vol 18 Page 4807 ,