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038-1071-30-025
[ � . .,. . ■ a) 0 fD � f ,�� � � � � ■ . .. § $ F ® / o ®� S 7 - Z E %£ c g m rr #& 7 _ $ -4 / CL - _ ° . N) @ , ©� _§ e o} & (4 m i § o . e e , , @ c _ r a CD / / j ( m / q E � Q co k ■ / § § U F c % © U) ƒ E 'q $ w 3 I R e CD CL 3 $ 2 �, 10 E m R z K) @ @ S CL ° / G � 8 8 § A E /_ � §� § � z CL 0 0 0 "4. � 2 f o 0 0 �_ § / o § § § I o § / CD rr k M i§ § § 9 / g e \ [ A e . z g .. 6 § § 0 / o c � / / $ 2 q ` \ § � f CD § 0 \ E q \ CL k k z 0 F m 00 7 z % ® w � E=r0 ( D CA CL � -E 2k / q z � � ' =i • � § (D 29m z CL ° i\ §\ � //\ � 7 E ms/ 2 8CD � §\/ o f2 j � � � � ■ o § \ \ C, § � 4 + Parcel #: 038 - 1071 -30 -025 12/07/2006 08:37 AM PAGE 1 OF 1 Alt. Parcel M 17.31.18.296A -25 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 03/10/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner ROBBIE L & TAREANA M KOBS O - KOBS, ROBBIE L & TAREANA M 2144 100TH ST SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2144 100TH ST SC 5432 SOMERSET SP 8050 SQUAW LAKE RHAB & MANAGE SP 1700 WITC Legal Description: Acres: 1.770 Plat: 5101 -CSM 20 -5101 SEC 17 T31 N R1 8W SE NE & NE NE BEING LOT Block/Condo Bldg: LOT 1 1 CSM 12/3514 NKA LOT 1 CSM 20 -5101 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 17-31N-18W Notes: Parcel History: Date Doc # Vol /Page Type 11/15/2005 812053 20/5101 CSM 06/12/2000 624643 1518/273 WD 06/12/2000 624641 1518/270 TD 05/23/2000 623506 1513/79 (2C mo ... 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 175201 207,700 Valuations: Last Changed: 06/27/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.500 28,500 155,100 183,600 NO 05 Totals for 2006: General Property 1.500 28,500 155,100 183,600 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 Wis onsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM County INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 374923 Permit Holder's Name: ❑ City ❑ Village ❑ Tl&wn of: tate Plan ID No.: Kobs, Robbie Star Prairie Township (TOW /b-07: jZjg 3 3 CST BM Elev.: Insp. BM Elev.: BM Description: #It Parcel Tax No.: / U . U I fico ylcl / ,. ,- 038 - 1071 -30 =666 OZ� TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �s Pr ec 100 Benchmark p Dosing s 0 Alt. BM Bldg. Sewer flgkWg /Ht Inlet TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. Air to I ntake ROAD Air Septic 7 Z NA Dt Bottom + S 9 S! Dosing ± NA Header / Man. 1 b -ZS r A Dist. Pipe Hold Bot. System I 03.b9( ' PUMP / SIPHON INFORMATION Final Grade s # Manufacturer &,Qk S Demand St cover 00 Model Number �PO�'^ GPM TDH i Lift •q� Friction 1 t System Z5 TDH \S• Ft i Head Forcemain Length 02' Dia. Z Dist. To Wel SOIL ABSORPTION SYSTEM BED /TRENCH Width r Len th No. Of jFene4es P No. Of Pits Inside Dia. I i1cwid Depth DIM N I L DIMEN I N SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHI anuacturer: INFORMATION Type O r BER Moe er: System: 6 rlgj IS OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s)(,,OA - rr r x Hole Size x Hole Spacing Vent To Air Intake Length Dia. .t Length 3� r Dia. r Spacing 3.O 3 / 14, SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil [] ❑ No ❑ Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.) to - °s' CIS Inspection 41: 10 o Insriection #2: — t Location: 2144 100th Street, New Richmond, WI 54017 (SE 1/4 NE 1/4 17 T3 IN RI 8W) - 173118296A dot 1 I 1.) Alt BM Description= 6� �� - wr�l I,c °'� l8 °1'°r r 2.) Bldg sewer length — ±(Bi+' - amount otcover = � 3.) contour= (p I - 0 0.0 Y� fork ¢ sa G>�e�f sh f 0 / Plan revision required? ❑ Yes ANo Us pthe sid for ddi Tonal inf ato� /D 11 M ' �5 JJ 1�htt `� ''tE e SBD -670 (R.3/97) � r Date Inspector's Signature Cert No X i ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: € P � � 3 A J � 6 3 $ g [[ f n r � € tl z ( ggg � c 7 I m, i E _ i I ... 7 E i I s t I a e g I J _ j . �....<. ...�.._m..,....,_.._.....,_..,, .�..,.�.:,....__... ._,_..... a�>_......... �. m_._..... z....... 1._..._,.< r.<.. �,...._ �.._ �...._. �, .......�.. €.......,...__a...._. ..,,. �.._. L. ....,_�.!,........w.L_._....... ....__.. d... ., <.___:._.m.._......1...a..M_. .._._�,._..... ,.� _�z Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 lV is consin personal information you provide may be used for secondan purposes Madison. WI 53707 -730.^ Department of Commerce (Submit completed form to county if r [Privacy Law, s. 15.04(1)(m)) state owner Attach complete plans (to the count) copy only) for the system. on paper not less than 8 -1/2 x 11 inches in si County T State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Num r Z12_ i c'Yl� °�c q Z 3 $33 I. Application Information - Please Print all Information Locati Property Owner Name T, Property Location O 6 e A ` 1/4 V 1/4, S /? T3/ ,N, !YE or Property Owner's Mailing Address L (� t Number Block Number ;' ti[rt�t>f�Li 40eS City, State Zip Code Phone- Numbgt ! i r ) 2 ivision Name or CSM Number Lj II Type of Building: (check one) see, e S OUN y & b/S_ ZON! ti ll ❑ 1 or 2 Family Dwelling — No. of Bedrooms: 3 �• '' �1CF_ I T age Town of • Public /Commercial (describe use): , \ • State -owned i .5 t Y 1,- -e III Type of Permit: (Check only one box on line A. Check box on line B if app t at*- Nearest Road �D 7 7`/ A) 1. Q New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing System e 3 i "_ t7 7 l" 3 d — ed 4 B) Permit Number Date Prd ❑ A Sanitary Permit was previously issued D . IV. Type of POWT System: (Check all that apply) ❑ Non - pressurized In- ground & Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade , t ❑ Aerob c Treatm nit ❑ Recirculating ❑ Other: K S M KWZ� = n U D -S o:t 03•o V Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day/sq. ft.) (Min. /inch) Elevation yid Z-16W �-Q 133 V4_ 16,5` ° VI Tank Capacity in Total 4 of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks s°T l�eJ'd yri�dweS7' r 13 0 13 13 G D� - 5 — Q est VII Responsibility Statement I, the undersigned, assume res on i i ity fer installation of the POWTS shownn the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): P nn PRS N Business Phone Plumber's Address (Street, City, State, Zip Code) Lj Sc o r� 10 �yd VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss ing Agent Signature (No stamps) KApproved ❑ Owner Given Initial Adverse S arge Fee) Determination �• OD IX. Conditions of Approval /Reasons for Disapproval: `t- � �3 ) b 6s�"�sy". cam^ ..Qr•�s>�2 s _ al �,� o-�st �LdG �vJ w` ��es d.¢0 Ioe� . TLC 3 eP. Ins-. B D 07 /00� C rq,�-ke(t�. - --) Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Mff V A scons�n www•commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 02, 2000 OUST ID No.691727 POWTS INSPECTOR ARTHUR L. WEGERER �r �Z8 �1JFFICE 421 N MAIN ST �.,,' ' ����- ST CR OUNTY SPIA PO BOX 74 _ C ICHAEL RD RIVER FALLS WI 54022 � SO 54016 t< _ 4 �' ( `l � Gr RE: CONDITIONAL APPROVAL \ - F � T PLAN APPROVAL EXPIRES: 08/02/2002 Y UN` C,O Identification Numbers nsaction ID No. 412833 ID No. 194556 SITE: - --1•- Please refer to both identification numbers, Site ID: 194556, Robbie & Tareana Kobs above, in all correspondence with the agency, St. Croix County, Town of Star Prairie SE1/4, NE1 /4, S17, T31N, R18W FOR: Description: Three Bedroom Mound System - Revision Object Type: POWT System Regulated Object ID No.: 669431 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD - 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. ARTHUR L. WEGERER Page 2 8/2/00 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 08/01/2000 FEE REQUIRED $ 60.00 FEE RECEIVED $ 60.00 erard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSMART code: 7633 Safety and Buildings ` 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 02, 20004 ti \,� --' "' Ap OUST ID No.691727 .4 TTN: POWTS INSPECTOR ARTHUR L. WEGERER ZONING OFFICE 421 N MAIN ST �U�� Gp�x ST CROIX COUNTY SPIA PO BOX 74 S vl 1101 CARMICHAEL RD RIVER FALLS WI 54022 ZONI�`t� /;! HUDSON WI 54016 6" RE: CONDITIONAL APPRO PLAN APPROVAL EXPIRES: 08/0 _---�� Identification Numbers Transaction ID No. 412833 Site ID No. 194556 SITE• Please refer to both identification numbers, Site ID: 194556, Robbie & Tareana Kobs above, in all correspondence with the agency. St. Croix County, Town of Star Prairie SE1 /4, NE1 /4, S17, T31N, R18W FOR: Description: Three Bedroom Mound System - Revision Object Type: POWT System Regulated Object ID No.: 669431 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic i must be provided per Comm 84 product filter is required. Access to the filter for cleaning p p p approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. I ARTHUR L. WEGERER Page 2 8/2/00 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 08/01/2000 FEE REQUIRED $ 60.00 FEE RECEIVED $ 60.00 &erardM. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us W%SMAR'T code: 7633 TITLE SHEET Page 1 of - 7 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P LOCATED IN THE S E� 1/4 OF THE 1/4 OF SECTION 1 -2 ,T N,R 18 W, TOWN OF S CN?,0\_X COUN WISCONSIN. INDEX PAGE l of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR S 7 kb �.ui3 L ►R�v► 1'PsrZ �Rti R Q S Z 4 0 c.oun -M ZZ p C jtjt Q 47 3120 00 l & B 1pGs o f � f PREPARED BY WEGEE:ZEFZ S3 C3 X 1_ . TEST S NCS AND. DES = GN SE F2V I CE P.O. Box 74 421 N.Main St. River Falls, WI 54022 Phone 715-425-0165 �►� 41 Fax Fax 715- 425 -6864 , - RTr'AJR L • WEGEREP i S L`b15 � &LLSWORT.. W1S. b �•'�`'�V.T.S. ����seeaacaeM'�d► Conditionally A _ V3 _00 DEPARTMENT OF COMMERCE INGS IVISIO SAF NO. I R SEE CORR SP N NE SYSTEM-MANAGEMENT Page Z of - 7 Management and maintenance of this system is critical to its proper operation and longevity. The system owner must be provided with a complete set of plans including the management section. GENERAL Proper functioning of any type of on -site waste disposal system is dependent on the amount of water entering the system and the quality of the water. The lower the volume of water and the lower the level of contaminants, the more efficient and longer lasting. the system will be. Typical system components include a septic tank to settle out and break down solids, an effluent filter at the septic tank outlet to filter out small particles, a pump tank with an effluent pump and controls and an absorption cell to dispose of the water in a manner which will protect the groundwater and public health. RECOMMENDATIONS 1. Install water saving devices when and where possible. 2. Repair any water leaks as soon as possible. 3. Do not pour greases, oils, chemicals such as paint or paint thinners into the system. 4. If you have a garbage disposal, use it sparingly. 5. Do not dispose of any paper products other than tissue into the system. 6. Try to avoid excessive flows of water in short periods of time Spreading clothes washing throughout the week is recommended. MAINTENANCE 1. The septic tank should be inspected by a licensed pumper every three years or less and pumped if necessary to remove solids and scum. 2. The effluent filter must be cleaned periodically to remove any accumulated particles. It should be washed back into the septic at 6 month intervals or as per the manufacturer's recommendation. 3. Periodic inspections at the observation pipes should be made by the owner to determine if any ponding is taking place in the absorption cell. Also check for any seepage to the ground surface. If consistent ponding or seepage is noted, a licensed plumber should be contacted. 4. This sytem.contains an alarm which must be installed on a separate circuit from the pump. If the alarm activates, minimize water use and contact a licensed plumber immediately. CONTINGENCIES Monitoring of the volume and effluent quality may become necessary if problems develop. Monitoring must be done as per the requirements of COMM 83.54(2). Pumping and disposal of wastewater by a licensed pumper may be necessary while analysis and repairs are made. 1. Failed mound systems may require removal and disposal of the existing sand fill and replacing it -with new sand or installing an aerobic pre - treatment unit to reduce or eliminate any clogging mat that may be present. 2. In- ground soil absorption systems or at -grade systems may require the installation of an aerobic pre- treatment unit or replacement of the system. Additional site and soil evaluations may need to be done and additional plans may need to be ,prepared and approved by the Safety and Buildings Division of the Department of Commerce. PLOT PLAN �/ Page 3 of 7 Scale I"= �qb ' � O 'NOT �lwL p PseT V eIN�S LAT L)" Flt_ sm r - -- — k'L lociS Z S Or I' — - --, zYpvc ' -" 8 ` 'I. o iv x I - r L - LIL k - OoY1Uh� or- to3`� pl) 't. to 3• S 3p aF 4 PvC �, trt 103 - S l;L.IA J B B D w'j � � G Q W (� t_•oT Llh1E, W LL,L 'M PcT VlT LZfYsT ZS Ftzcl>� 'mss NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be 1UU Sogallon capacity manufactured by 4. Bench mark Ste?- Pn3%n V - 5. Divert surface water around system to prevent ponding at the uphill side. Page H 0T `i Approved Synthetic Covering ASTH C33 Distribution Pipe Medium. Sand _ H -_- W G Topsoil F Elev . 1 b 3• S _.� D 3 E � b 11 % Slope Distribution Cell of Force Main Plowed z" to 2- Aggregate From Pump Layer 0 Ft E 1 .16 Ft. CROSS SECTION OF A MOUND SYSTEM F D_� Ft. G d- S Ft. A Ft. Linear Loading Rate= 6 0 GPD /LN FT B - ? S Ft. Design Loading Rate= o.33GPD /SQ FT I 1 Z Ft. i q Ft. K 8 Ft. n L q I Ft. W 2 2 Ft. • L I - Observation Pipe O A W s- ��------ - - - - -- -- = -- ----- - - - - -- J Force Main Distribufiion `-- Cell of z to 2 , 2 " Pipe aggregate Observation Pipe (Anchor securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page 5 of 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 45 ° fitting to a point within six inches of the final Fade. Terminate the ends of the laterals with a valve cap or . threaded plug. Provide access from final grade for the valve, threaded dap or threaded plug. - •�cc�,ss Box_ PVC FvC PV C. Lateral Ma. nitald Lateral X x x x V2 I x!2 x x x I x Lateral Length — Lateral Length — Distribution Line F' r ftczzSs st yX r rru l r—O S Po • `r`o2cE n�sw . P 3 7 F Hole Diameter /�. Inch - S 3 Ft. Lateral Inch(es) III X Inches Manifold 2` Inches Force Main I Jaches # of holes /pipe Invert Elevation of.Laterals Ft. - Combination Sept;ic: Tank grid P CHAMBER CROSS SECTIOU AND SPECIFICATIONS'- PAGE OF 7 NEuT CAP WEATHER PKOOF JUIJCTIOU 5OX . ti C.I. VENT PIPC t r0MJDU APPROVED LOCKING 110' FROM DOOR, AAWHOLE COVER Wl'M WI '.NDOW OR FRESH Z wA4ttJ1UG Li46EC.. �►- lsP�cno>J P IPIE A�IuTAKE wlPrl.Czllsd� Grp >, r .. 3 6ri �� i L•+�w. LO `f•MIN. - -- 19 /rllu. 18 lllAl. \ PROVIDE I - - - -- IWLET AIRTIGHT SEAL Approved Zfls�- �� A I I Approved joint w/ III joint w/ ALARM PVC pipe PVC pipe a � ( I I I I 1 ou C I LLE gb•oo I Y. fT. PUMP 1 --J � OFF D CO UCRETC 9LOCK RISER EXIT PERMITTED OWLy IF TAW MAMUFACTURER HAS SUCH APPROVAL 13- APPRa.ED SEDO I Nr,, SEPTIC f SPECIFICATIOUS DOSE TALK MAIJ UFACTURER: �- / ����� uy �� �T QUMbER OF DOSES: PER DA4 TAWK SIZE: l 0 CD GALLOWS DOSE VOLUME r ALARM hIAWUFACTURCR: G -T• IE - 1 - RK--`RZD - Tk 511 S INCLUDIIJ BACKFLOW GAUL 0tjc MODEL WUMBER: 1p I H4-0 CAPACITIES: A= IUCHES OK 3o GALLOWS SWITCH 8= Z IIJCHE5'0K 3y G� LLOL15 Pump JKAWUFACTUREM _ Go L.\ S C: IULHES OR 0 Z GALLOWS MODEL WUMBER: 3 g I �� S IMCHES OR D = � ZO GALLOWS 5WITCH TYPE: �!LcU?� IJOTE: PUMP AMD ALARM_ARC TO �E'7 MIMIMUM DISCHARGE -RATE S b I� GPM INSTALLED 'OW SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEIJ PUMP OFF A1,I0.0ISTRIBUTIOM PIPE.. FEET f MII.IIMUM WETWORK SUPPLY PRESSURE ' '� S FEET -I- --1 FEET OF FORCE MAIN X S - �I F �OPZFKICTIOW FACTOR.. 3 " FEET TOTAL Dy1JAMIG HEAD = , 5 "� FEET 1F1, p a As per manufacturer gal /in. Liquid depth 3g � Goulds Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Available for automatic and • Farms Motor: and float switch attachment Single phase: P, • EPO4 e: 0.4 H manual operation. Automatic Heavy duty sump EPO4 230 V, 60 e: 0.4 H0 models include Mechanical points. • Water transfer RPM, built in overload with Float Switch assembled and ■ Power Cable: Severe duty • Dewatering automatic reset. preset at the factory. rated oil and water resistant. • EP05 Single phase: 05 HP, ■Bearings: Upper and lower . SPECIFICATIONS FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /a° maximum. • Power cord: 10 foot with pump out vanes for Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SP• Canadian Standards Association " Total heads: up to 24 feet. with three prong grounding EP051m eller: Thermo- ` • Discharge size: 1 1 /2" NPT. plug. Optional 20 foot p (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in 7" or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged Temperature: thermoplastic design provides 104 (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 - • Capable of running dry without damage to s 30 -s 5 components. Pump: EP05 $ j 2.5 . • Solids handling capability: c 25 maximum. w f • Capacities: up to 60 GPM. • Total heads: up to 31 feet. 20 • Discharge size: 1 1 /2" NPT. • Mechanical seal: carbon- 'c 5 15 rotary/ceramic- stationary, 4 BUNA -N elastomers. • Temperature: ° 3 10 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. 2 E 5 0- 00 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m CAPACITY ©1995 Goulds Pumps, Inc. Effective May, 1995 pip-, Wisconsin department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Wbor and Human Relations ision of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY _y ,�' "'' St. Croix Attach complete site plan on paper not ess than 112 x 11 inch in size. Plan must include, but not limited to vertical and horizontal reference ) r n and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and sta r a 038- 1071 -30 �.( R IEW D BY APPLICANT INFORMATION — PLE �rSrS LL*NFO ON DATE TE PROPERTY OWNER: S PROPERTY LOCATION John Luger °. - - GOVT. LOT SE 1 /4NE 1/4,S 17T 31 N,R 18 )E (or) W PROPERTY OWNER':S MAILING ADDRE �, ST 8 LOT # BLOCK# SUBD. NAME OR CSM # 2721 Division St. N. - � C C k x ps 1 1 na csm CITY, STATE ZIP 9 ER �� ❑CITY [ OTOWN NEAREST ROAD N. St. Paul, M. 55109 (612) — Star Prarie 100th. St. fc] New Construction Use [x] Residential ms 4 ( ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 600 g pd Recommended design loading rate .5 bed, gpd /ft .6 trench, gpd /ft Absorption area required 500 bed, ft 500 trench, ft Maximum design loading rate .5 bed, gpd /ft .6 trench, gpd /ft Recommended infiltration surface elevation(s) 103.70 ft (as referred to site plan benchmark) Additional design / site considerations , system el based on contour line of el 102.70 Parent material Pitted glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE 7 YSTEM IN FILL HOLDING TANK U = Unsuitable for s stem El E7 U ®S ❑ U El DIU El ® U S E7 U EIS Z U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft Boring # Horizon In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench ............. .................. ................. .................. ................. .................. 1 1 0 -8 10 r4/3 none 1 2msbk mfr 2 8 -22 10yr4 /4 none sil 2csbk mfr 9w if .4 .5 Ground 3 22 -60 5yr4/4 none sl 2csbk mf i na na .4 .5 elev. 10 ft. Depth to limiting factor Remarks: Boring # 1 0 -9 10yr4 /3 none 1 2msbk mfr cs 2f .5 .6 2 '« 2 9 -16 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 16 -58 5yr4/4 none sl lcsbk mfr gw ria .4 i.5 Ground elev. 4 58 -82 7.5yr4/4 none ms Osg ml na na .7 .8 1 05. l ft . Depth to limiting factor +82" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. A New Riehmo d WI 54017 Signature: Date: 5 -20 -98 CST Number: m02298 L PROPERTY OWNER John Luger SOIL DESCRIPTION REPORT Page 2 `of PARCEL I.D. # 038- 1071 -30 ti Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0 - 10 10yr3 /3 none 1 2csbk mfr gw 2f .5 .6 ::3;.... 2 10 -1 10yr4 /3 none 1 lcsbk mfr gw if .4 .5 Ground 3 18-24 10yr4 /3 none sil lcsbk mfr gw na .2 .3 elev. 10 ft. 4 24 -36 10yr4/3 none sil M na gw na np ; .2 Depth to 5 36 -50 7.5yr4/4 c2d 7.5yr5/6 sl 2csbk mfr na na .5 :.6 limiting factor Remarks: Boring # :�iii:•ii::::.�i is v: \ti Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # k Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 New Richmond, WI 54017 John Luger MPRSW -3254 SE4NE4 S17- T31N -R18W (715 ) 246 -6200 town of Star Prarie lot #1 -csm N 1 =40' BM.= top of NE lot stake @ el. 100' Alt. BM.= nail in Elm tree @ el. 101.00' r -'Ti d- OWn5 /v a � U'% �114c; � C( t 9o , a ri)e6 c fo r Gary L. Steel 5 -20 -98 i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Na 6,6 "-4 kd Mailing Address a/ 4d �d /P� 5' "eJzf .,, J S�14�7 Proper Address o� / 00 7% .5 7' V el / P (Verification required from Planning Department for new construction) City /State Parcel Identification Number e& ? / - 30-x' LEGAL DESCRIPTION /4, Sec. T �W, Town of Z , V4Ya f✓t�t Property Location S� %4, � ' �,�, ,�� N -R Subdivision . Lot # Certified Survey Map # 5g lS , Volume - -J age # -?s Warranty Deed # 6V4/6 x/3 , Volume 'S / � . Page # 2 - 7 Spec house ❑ yes OLno Lot lines identifiable 21 yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requiremen.: 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 Office within 30 days of the three year expiration date. -,-r /3 /o SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. .,�-. 41 /G d SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented 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 a copy of the certified survey map if reference is made in the warranty deed Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number q23 Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) arc Soil Absorption Component Size (ft') Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) M Sb Z Maximum Influent Particle Size (in) U 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 —77d Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 7 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep - rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 'FROM Schumaker Plumbing FAX NO. : 7153863121 Aug. 10 2000 07:14AM P1 Standard Erosion Control Pfau for 1 & 2 Family g Dwellin Construction Sites �r�W.,��to a�,pters TL:#I�L,2U:�c,�t �+f the �`ta�riain L�tii[bft�+�llttt� e, a si`131 do fc4t#�Ct���a xds 3Qbeuttlittcd and approvesirtor to rite tssttaricc aX butt LLL gfntits for 1 &aratlylweYltitg unxkS tYioseFit +1 Iit�ns� h rite Qtl �tosean c ntrol rovisxvtt of ha wifQ D�Nelit�tg a $zeosafQr dw 'T`�t>s 44 . }tit� . 7 r1ytlfTYitje #0 2�S,S {� &t n Itle�t t ", X}1LS 7 �IlrG`Yt1P1 t � a h , o TS u "s°craivuYho��t^�ta rot =►a#xnfus m "sp�iciy! <rlrecihh [:ode �v1eu 3 Y T r4 9hA ``yy f «are sdeent 4 ....... y A 0:- tie" d e fi rfo i ►ante tandard r af sd ttt� cx�l`uh sfce e z � ^that ¢es et�lx snoro titap sores, o are p t f levetapm nt Oil clts 4r ..S tttQre<`�l}tan 5 � � .� a y r p e M .a'fSO r � re p � qutr t ctl � a rQdSttu�idtt szte i storno.��r ; ���hargc p�K� fracu #�, , , °� , Applicant: Name 11, Daytime telephone number Street address, city, code 4 p l Landoivnct: �'' / I —telephone c� � — —1 620 N ame Daytim number k�� Street address, ciW,1ip code S o L oration of the buOding site (complete as appropriate): _ t7- Quarter of Section _ �. _. Town \ N'., Range E- Lot , / . Block �� 0 1 u• x �- Street address Instructions: is Complete this plan by filling in requested information, marking (J) appropriate boxes, and completing the site diagram. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR wrsconsin Construction Site Best , Managemem Handbook, and UW - Extension publication Erosion Control for Home Budders can be referred to for assistance in completing this plat►- The Wisconsin Uniform Dwelling Cade and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Salem, 64$/266-3356.' Erasion Control for Horse Builders (GW<Ml) can be ordered through Operative Fxtension publications, 609462-3146. 4. Submit this plan at the time of building permit application. D� FROM Schumaker Piumbinq FAX NO. 7153863121 Aug. l P771 �, eve - Jo �s -} ��,.� w;f� I ?n�crock hcd q+ -Site niagra e*�'' Note. Any base map of useable scale can be substituted far this sheet. iri LL I r� �J 1 L\ � s i 1. i f Site i a D �gc m Legend Please indicate north direction PRO"ATY M � �, SILT by, completing the arrow. LINE FENCE G%ISIM00 .�. DRAINAGES BALES Te TEMPORARY rRINEL DIVERSION ti _ FINISHED TREE - -�' DRAINAGE PRESERVATION LIMITS OF; STOCKPILED _ GRAOmIC TaPSO VEGETATION i 1 1 SPECIFICATION Scale: `..� AR10A I inch= � feet i FROM : Schumaker Plumbinq FAX NO. : 7153863121 Auq. 18 2000 07:15AM P2 i Chea (✓) appropdate boxes below, and complete the site diagrtun with no=sarY idotmatlon: Site Chanklaristia; North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. © Location of existing drainageways, streams, rivers, lakes, wetlands or wells. p Location of storm sewer inlets. 'The g radient and direction of slo pes before grading operations. rations. The gradient and direction of slopes after final grading operations. LOCation of existing and proposed buildings and paved areas. D 1A Overland runoff (sheet flow) corning onto the site from adjacent areas. Erosion Coatrol EUU i= D Location of temporary soil storage piles, Note: Allhough not specifically required by Code, it is reeatttmended that soil storage piles be placed behind a Fcdimcnt fence or more than 25 feet from any downsiope road or dralnageway. Location of gravef acorns drive($). Note: Recommended gravel drive design is 2 to 2 inch aggregate stone laid at least 9 feet wide and 6 inches thick Drives should extend from the rc=dway 50 feet or to the house foundation (which ever Is lesa). 0 Location of sediment fences (filter fabric fence, straw bate fence) or vegetative strips that will prevent eroded soil from leaving the site. ❑ Location of saiiaient barriers Around on -site storm sewer inlets. Ct M, Location of diversions. Note. Although not specifically required by Code, it is recommended that concentrated flow (drainageways) be diverted (re -directed) around disturbed areas. Overland mnoff (sheet flow) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. 0 12f Location of practices that will be applied to control erosion on steep slopes (greater than 129% grade). Note. Such practices include malwaining existing vegetation, placement of adduional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control Watts. D Location of practices that will control erosion in areas of Concentrated runoff flow. Note: Unstabilrredi drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in.channel fabric or straw bale barriers, erosion control mats, staked sod and r"k rip-rap When use4 a given in- channel barrier should not receive drainage from more than swat acres of unpaved area, or one acre of paved area. In- channel practices should not be installed ! perennial smams. Lora M of Other planned practices not already noted. Fl�OM : Scwmaker Plumbing FAX N0. : 7153063121 Aug. 18 2000 07:16AM P4 Indicate managetacnt strategy by checking (.0 the appropriate botc 116 &1 �C 4 Manatrcmettt 5trrtiraie W 13 Temporary stabilization of disturbed areas,. Note: Although not specifically required by Cade, it is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April Ist and September 15th), or by other cover, $itch as Carping or mulching. Permanent smbili:=Uon of site by re-vcgetation or other means as soon as possible. V ❑ Use of downspout and/or sump pump outlet rxtcasinas. Note; Although not specifically required by Code, it is recommended that flow front downspouts and sunip pump outlets be routed to stable areas such as established sod or pavement. '7' 0 'Rapping Sediment daring dcwatering operations. Note; Although not specifically required by Code; it is recommended that sediment -laden discharge water from pumping operations be ponded behind a sediment barrier until most of the sediment settles out - Proper disposal of boding material waste so that pollutants and debris are not carried off-site FY Maintenance o[ cras control fIf=tiC= Sediment will removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). Ali sediment that move off site due to construction activity will be cleaned up before tho end of the same workday. + All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday: + Caravel access', drives will be maintained throughout construction. All installed terosion control practices will be maintained until the disturbed areas they protect are stabilized. , L S F 3 * ( f tTt : re lay c zti> `that 1' jnderstand the � & ti%;aion site erosion Control prgiF iLt of ttte Wiscaristn`Ylttiiorm e' y`t% out the at oac crost capitol plan a5 ap t oved 3t ' �]?welYtng Vie, and trial l accept res nsibill 2i ' , P°' far c . nfprceinnt authori. i nai re dt'sti pYIcai3t , A publication .of the University of Wesconsin- F.rtension, Rost Struss, (MEX Water Quality Education Specialist (12192). Tads publication may be freely duplicated. Additional copies are available through Cite UWpJC Environntcntal Resources Center, 216 Ag Hall, 1450 Linden Drive, Madison, H7, $3704 6081262 -3652 V01.1518PAQ 273 624643 STATE BAR OF WISCONSIN FORM 2 -1998 KATHLEEN H. WALSH in. Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Steven J. Oswald, Grantor, and Robbie L. RECEIVED FOR RECORD Kobs and Tareana M. Kobs, husband and wife, as survivorship marital property, Grantee. 06-12 -2000 10:00 AN Grantor, for a valuable consideration, conveys and warrants to Grantee WHANTY Dip the following described real estate in St. Croix County, State of Wisconsin (The EXEMPT I "Property")- CERT COPY FEE: COPY FEE: TRANSFER FEE: 55.50 Part of SE I/4 of NE 1/4 of Section 17 -31 -18 described as follows: Lot I of RECORDING FEE: 10.00 Certified Survey Map filed September 4, 1998 in Vol. 12, Page 3514, Doc. No. PAGES: 1 586615. Recording Area Name and Return Address First National Bank Box C New Richmond, WI 54017 038 -1071- 30-000 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Subject to all easements, restrictions and covenants of record. Dated this 61th day of June 2000. � 'Steven J. Oswald / ' ♦ r AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. St. Croix County ) authenticated this _ day of , 2000. Personally came before me this 6th day of June 2000 the above named Steven J. _ Oswald to me known to be the person(s) who executed the foregoing instrument and ' acknowledge the same. TITLE: MEMBER STATE BAR OF WISCONSIN (If not, . S authorized by $ 706.06, Wis. Stats.) Julie C. Dodge THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin Ronald L. Siler My Commission is permanent. (If not, state expiration date: VAN DYK, O'BOYLE & SILER, S.C. 04/07/02 .) Post Office Box 127, New Richmond, WI 54017 (Signatures may be authenticated or acknowledged. Both are not JULIE C DODGE necessary.) Notmy Public/State of Wisconsin 'Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORA/ Na 2 - 1998 INFORMATION PROFESSIONALS COMPANY FOND OU LAC, WI 800 - 8552021 l • ♦ b ° FILED Ol S EP 0 4 1998 0, 4 KATHLEEN H. WAL$ry Register of Deedq S 5£ 6615 E� sL Croix Co, Wl y m C r= RTIEIED SURVEY MAP Located in the Southeast quarter of the Northeast quarter of Section 17, TownsNp 31 North, Range 18 West, Town of Star Prair'e, St. Croix County, Wisconsin. w i. Northeast corner - aD N M Section 17 1 6 s' I I It co (2" Iron pipe set, see note.) N o S 88'27'47 "E 314.51' - 2"Ip o N 269.49' 45.0 ` Owner: l o rn I s s John Luger _ z Vo I 2721 Division St.N. lL ® 1T 4 I I N. St. Paul, Mn 62944 Sq. Ft. 0.45 ac.) 55109 N Including right -of -way. j I 54227 Sq. Ft. (1.25 ac.) o o — — Excluding right -of -way . NI N I S 88'52'26 "E 305.03' 263.38 1.65 W� I — -. - - - i cr,I ' I LOT 3 cn ' 63390 Sq. Ft. (1.46 ac.). - - Including right -of -way. � °° I m 54901 Sq.Ft. 0 .26 ac.) '1I N Excluding right -of -way.N N , Cn CO CE) — — O Im m I •`i. ... O _ —" N • S 88'52'26 "E 290.50' LW W Cr W 3 252.40 ' 1 0138.1 } . m N N o II - I - � _ _ .r r :_ FN !L ® 11 2 I o ` :::. Li L i LU i T N I Q F' 1 IP I� 59874 Sq. (1.38 ac.) o o I o y ° m Including right -of -way. ol"' °o N I ° o I z �+ 52177 Sq. Ft. (1.20 ac.) aI N o Excluding `` W N xcun r —I g i ht -of -wa y' NI N ti O — — I I Q \ LU l o CC i 1 J I k� W S 88'39'10 "E 276.15' I J ` z: v W _. Q 24�.. 57 ., v t I 1 6 r.. I w I 56840 Sq . Ft. GAG ac.). l n 3 I ' Including right -of -way. of °o I I 6 6 49890 Sq. Ft. G.15ac.)cul cu. =,I 0 - - - - -I Excluding right- of- way.a S88 °25'55 "E I I 4911.00' I I a I I N 88'25'55 W 261.`'7W — West quarter cor , I I i I East quarter cor. . Berntsen moms- 6 Section 17, (see - ant. found. .. :::..:`.._ ...:.:............ note) Bearings referenced to the East -West quarter - -ction line, assumed N88 025'55 "W 4972569 - °�14