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040-1037-10-200
Wiscor sin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safetytnd Building Division INSPECTION REPORT Sanitary Permit No: 430290 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: Rinta, Steve Troy Township 040 - 1037 -10 -200 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: M. D \ , J I To o,F PV L 08.28.19.122A20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 6 Septic Benchmark I It UJ 1 66 q 9 AOVO: /ors .0 Dosing Alt. BM _ t - - -- 3� 1 3 � Aeration Bldg. Sewer �' r 10 2 -o Holding St/Ht Inlet 1q(kit 4 iiLt O • � � , / �t TANK SETBACK INFORMATION St/Ht Outlet t TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic (\ t Dt Bottom 1 Dosing Header /Man. Aeration Dist. Pipe ' '( t rt�•3g 'g.2 Holding Bot. System IC' ;'�Z' 1�•= a' r 3` It. 2S' q7 . *2 Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand S Cover o•3 _ t GPM Yi1r� �• JO S • 26 � -/� t Model N ber yt�ac_41eo q 0/. 1.5) 99• If TDH Lift 'Friction Loss ISystem Head TDH Ft l Forcemain Length Dia. Dist. to Well SOIL PTION SYSTE / BED RENC idth Length No. Of Trenches PIT DIMENSIONS No, Of Pits Inside Dia Liquid Depth DIMEN IONS 3 ` 11. sa, ( Z) SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING lV ranufact 1/1 INFORMATION Type Of System: J /► � i CHAMBER OR 1 i /` , _ Model Numbe DISTRIBUTION SYSTEM ( Header /Manifold Diution x Hole Size x Hole Spacing Vent to Air Intake Pi) r Length Dia L Dia Spac ing 1 cc SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx SeededlSodded xx Mulched Bed/Trench Center Bed /Trench Edges Topsoil Yes No Yes No COMMENT: (Inc ude cod discrep ncles, persons present, etc.) Inspection #1: � / i / Inspection 3s — Location: 445 Artisan Meadow Drive Hudson, WI 540161 E 1/4 SW 1/4 8 T28N R19W) NA Lot 2 Varcel o: 08.28.19.12 A20 1.) Alt BM Description 5M t, iD 2.) Bldg sewer length - amount of cover = 2 + •emu w90 : P--t case .. C � �1an MMIiWan Required? Yes No Use other side for additional information. SBD -6710 (R.3/97) I �� 1E� D e Insepctors Signature Cert. No. I Parcel #: 040 - 1037 -10 -200 09/01/2005 04:05 PM PAGE 1 OF 1 Alt. Parcel #: 8.28.19.122A -20 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner STEVEN A & CHERYL A RINTA O - RINTA, STEVEN A & CHERYL A 445 ARTISAN MEADOW DR HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * ARTISAN MEADOW DR SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.197 Plat: 1758 -CSM 17 -4577 040/03 SEC 8 1 R1 9W PT SE SW BEING CSM Block/Condo Bldg: LOT 02 17 -4577 LOT 2 (3.197AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 28N -19W SE SW Notes: Parcel History: Date Doc # Vol /Page Type 08/21/2003 736793 2383/607 WD 07/30/2003 732925 17/4577 CSM 07/23/1997 1155/154 QC 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/19/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.197 62,000 251,700 313,700 NO Totals for 2005: General Property 3.197 62,000 251,700 313,700 Woodland 0.000 0 0 Tota!::. for 2004: General Property 3.197 62,000 251,700 313,700 Woodland 0.000 0 0 LOttE Credit: Claim Count: 1 Certification Date: 08/22/2005 Batch #: 05 -2 Spec. Js: User cial Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7082 V sconsin Madison, WI 53707 — 7082 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 261 -6546 Sanitary Permit Application State Plan I.D. NuZ b In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, s 15.04(1)(m) Project Address (if different than mailing address) i. Application - Information — Please Print All Informatio ' ` ( { : ) ( 7 � P-77 , F Property Name f Parcel # Lot # Block # Property Owner's Mailing Address + Property Location , City, State Ztp Code ` " Phoneirtttm l � %, Section ber .....— �q 7 1 G4. ( � 1 , � G ✓c i j 7 _ ..' , T U N R C a IL Type of Building (check all that apply) / C _ ` Su vts,on a CSM Number 1 or 2 Family Dwelling — Number of Bedrooms C _ ❑ Public/Commercial — Describe Use 3 7 / y ! ] '' J / +4 y- ❑ State Owned — Describe Use !.-// &74�1&L ❑City ❑Village,E'ownship of ! i' J� f IIL Type of Permit: (Check only one box on line A. Complete line B if applicable) A. CKNew System ❑ Replacement System ys ep ys ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued ❑ Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl P(Non - Pressurized In -Ground ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter .Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steef Fiber Plastic Gallons Gallons of Units �/ Concrete Constructed Glass New Existing r Tanks Tanks Septic or Holding Tank , Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber Signature MP/MPRS Number Business Phone Number Plumber'i Address (Street, (Street, City, State, Zip Code) �At_LA GL VIII. our /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater D e Issued Issuing Ag t Sign cure ps) Surcharge Fee) ❑ Owner Given Reason for Denial I d 9 Q IX. Conditions of Approval/Reasons for Disapproval .r w c Y 3TEM OWNER: Ua 103 -Yq 9-uhkt -C l�A'� �1SuA� Un 90ep 'a. A V, 1 Septic tank, effluent filter and I/ of" dispersal cell must all a serviced / maintained G�Cdt C2� f _ p � � b'� ' �/�f�� � s 'be y rin d Z B. as per management plan provided by plumber. , a 'tav w,n lJcJ1" A 14do1r7 WI 2. All setback requireme must be maintained �/�7- as er applicable coif e or inanct:s. PXA Attach complete plans (to the County only) for the system on paper not less that al/j x It Inches ia�rt�e o3 Cy �r �- Y/ SBD -6398 (R. 08/02) JOB TIMM EXCAVATING SHEET NO. OF Route 1 Box 192 WILSON, WISCONSIN 54027 CALCULATED BY DATE (715) 772-3214 (715) 386-5443 MPRS #3224 WI MPCA #696 MN CHECKED BY DATE SCALE C:) vo ......... . . ...... ...................... ... .......... ........... ........... . . ............ ....................... .......... .......... . .......... — 0 4 ....... ..... y4 ..................... . . ..................... ...................... . ........ ........... ............... .... .......... ........... ...................... .......... .......... . ..................... ........... ........... .......... .... ......... . . .......... ........... ....... ...... .......... ........... ........... .............. . ......... ... ................ ........ .. . ........... ........... ........... .......... ............ ....... .... ... ........... .......... ........ ........... ......... .... ........ .......... .......... ........... ........... .......... .......... .......... ........... .......... ... .......... .......... ........... 71� . . .................. .......... ....... ... ... ........... .......... .......... ............... ........ ....... . .......... ........... .......... ........... .......... .......... ............ ........... ........... ............ . ---- .......... .......... .... ...... .. ........ ..................................... ......... . ....... . .... ... ... ........... ........... .......... ........... ..................................... .... ........... ...... .... ................ ...................... .................. ........... .......... .......... ........... ........... ........... .......... ......................... ........... .......... .. ........... ........... ..... . ......... ........... ......... .... .... .... ............ ...... .......... ...... .. . ........... .......... ........... ..... .. ....................... ........... .... ...... ... ........... .......... 4 .......... .......... ........... ........... .................... ............. ---------- .... ........... ........... ........... ........... ........... .......... .......... ....................... ........... ........... ........... ........... ...... . ........... ......... ...... . ........ .. ... .... .... ----------- ........... .... .......... .......... ........... ........... .......... 4 ............ ........... ....... ..... ........... .......... ........... .......... ..... . . ... .. .... ........... .......... ........... ........ . . .......... -------- .......... ................................ ........... .......... .......... ........... .......... ........... ........ ......... .......... .... ..... .......... ........... .......... ........... .......... ...... ............ ........... .... ........... ----------- .......... .... ......... .......... ........... ........... .......... ......... ------ .......... ........... ........... ........... ........... .... ....... - - ------- 1 I ........... ........ ........... I ........... ........... ........... .......... ...... .. .. ..... ......... ----------- ......... —s ...... .... ... ..... ... ........... 1 x 1 i UrLp b ........... ........... ........... .......... .......... ... ........... x /V ... .......... ......... ........... .......... ................ .......... - ........... .......... ........... ..................... 4 A v .............. - ----------- ........... ............ .......... ........... . .................. .......... ........... .......... .......... ...... .......... .......... . ......... ........ ... .......... D ........... - -------- .......... .................... ............... .......... ........... ............ .......... ........... ---------------------- ----------- .......... .................. .............. . ...... .. ..... .......... .......... .......... - .......... ."t .......... .................... .......... .......... ........... ........... LO ........... .......... 7732 il-2.61- ........... 6f- ....................... ........... ---------- A 7 5� - 7 1 ........... ............ .......... .......... ........... ............ .... .. ----------------- ..... .... . .... ..... ................. ............ .. ...... .. ................. ......... . ............ Lo ........... PRODUCT 205-1c -ND-2F Ll� 41m, Man 01471 ToOrdwPHDNE TOLL FREE I �M Azr JOB TIMM EXCAVATING SHEET NO. OF Route 1 Box 192 WILSON, WISCONSIN 54027 CALCULATED BY `Q ✓ DATE (715) 772 -3214 (715) 386 -5443 MPRS #3224 WI MPCA #696 MN CHECKED BY DATE SCALE O to l3 c, 8<y ... .... .... ..................... .........,..... ............................... ............. .......... ............... .................. ............ ...................... .......... ........... .......... .......... .......... ..... .... ..... .......... .......... ........ .. .. ...:........... s .. .. .. .... .... .. .. ........... ........... ......... ........... ........... ... ....... ........... ........... .......... ..... .. . ... i.. .:. ........... >... ........... ftJ .f ..a ............... /// ........... ..........:.... .... ..... . . ... ; ....:. ......... i.. ... ... ..... .... ........... .......... ........... ................. ........... .;.... .....:.........:............. �' .......... ........... ........... ........... ..... .. ......... ........ .. ..... . ... .. n is `. .... .... ,. v .... . ... ........................ .... ............ ... .... . b r ko $ i►� _.. ....... __ ... .. ......... �r _ .... ... . h�'� x� . ... .� ............ . . T16 Za to .. ................ ..... ..... r......_. . ........ . Z PRODUCT 205-1 �Inc.. Groton, Mass. 01471. To Order PHONE TOLL FREE I- 800. 225 -M Wiacon Dep artment of Commerce SOIL EVALUATION REPORT Page _J- of _'S Division of Safety and Buildings in accordance with Comm 85, We. Adm. Code c«,rty sr. c fto a _ Attach complete site plan on paper not lean than 8 i/2 x 11 Inches in alto. Plan must Include, but not limited to: vertical and horizontal reference polnt (BM), direction and Parcel 1.0 percent slope, scale or dimensions, r1h mael to nearest road. fF--AD 1 i Plots* p I nt ai� tk"WZ "awed Data Personal anfonndton .ov.de me 0 used top seconds t Yom+ P Y secon Pwporn (Privacy law, �. 15.0 1 r) troll Property Owner i O 5 2 0 0 P ro perty Lou KT LXR F SAP —IsE SE 1/4 SW 114 S $ T Z N R 4 W Property Ownses Maning Address J X C vU "I:i " Lot fl Block N Subd. Name or CSMs ZD owA)sVALL" D Mtir VF ICE S " Is ode Phone Num er Q Clty , o Village ,XTown Nearest Road Nu05c7N Z MOIL (715 386 -ZIZ2— TRDy IToWUSVAU.jFr-Y RO- New Construction Use:X Residential! Number of bedrooms �l Code derived design now role GOB GPO j CO3 Replacement ❑ Public or commercial • Describe: Parent material cal N&h6s VA Flood Plain elevation li applicable General comments ' end recommendatlons: 5�1-- G1�01►�NU Cp�VF�t3�lONl11— TASf4 MF S TD Be a�s1 a.N tb 6Y INS tk 0,•7 LOA ILAY RATS ��'L JS nofi lam,' f !tr fin , � 1, Y Boring 0 El 'Z pit kound surface ale,. _ n. Depth to itmlfing factor qg In. Soil Apelication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP /ff In. Munselt Qu. Sz. Cont. Color Gr. Sz, Sh. 'EfMl t 'Ef #2 0 -5 0 -- c E2 3LL;5JbK 45 c i 34 - In 0• o, 5G Lf -rr\sb K m 2d#-m 0-:5 Or 3 -2$ jo 51L z- F-MaIDK 4 Z$- M 1 04 6A Z�- Ec CLW Z J-fn o..s b.g u - s 0 t 4 o,5 D -9 1 0 t, v3 NF.S Boring l 0 Boring W A"S}4� - % � t�� pit Ground suAece elev. IQ�S. f R. Depth to limiting factor —Z(QZ' In. Solt ApplIcatioto Rase Horizon Depth Dominant Color Redox Oeseriplion Texture Structure Consistence Bow4ary Roots GPDfff in. Munsell Ciu. Sz. Cont. Color Gr. Sz. Sh. 'Etfat 'EtMt2 1 0 - I -^ s>< 5f � hX ci s 0-5 08 Z 7-24, 0 � 1 f L z— rnV r - 3 z1A -bb t o x06 sIl 30- 10`i,R. J 1 o 1, '3)to D t — o. C) .9 9 0.7 1, = Cis YK Y/ • �y ,, 'Effluent #1 - SOD � 30 _< 220 rng/L and TSS s30 : 150 mg& Effluent art = BOD 30 mq& a n d T < 30 mVL CST Name (Please Print) etwo - CST Number A A -10 H0LL STF— J t: Z2 83?- ' Address Date Eveivation Conducted Telephone Number Wgg75 �gfJ��A�E, RtvE TAUS WT 5402Z OS-Z-q 0 3 L - J+S 1416 -tI7S CLDT ZJ Property Owner �i Z 1 , SE N Parcel 10 N ^ C N �' - -` Page of 3 Boring M C] Boring �- 1� 11 '( "tl Ill pit Ground surface oily. _ j� ��� fl. Depth to limlllno factor Son App Role Horizon Depth Dominant Color Redox Description Texture Structure Conslstersce Boundary Roots GPDRf V in. M unaell Qu. Sz. Cont Color Gr. Sz. Sh. 'Etfttt •Etfi12 Q -10 0 Z /f - L'f5 - aS Ob S x- 104 K. 1 /1 S!. Z f yJ I 5 Oil 3 - 3 1 t- Z -msbK mfr e, W i t[ -f OS 4 OL W Z - r � 0•7 !, � o L• �vs 5rto�1 ) Boring tr ❑ Boring ❑ pit Ground surface elev. ` —� fl. Depth to IimlMng factor _ In, Sat App lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ff In. Munsail Qu. Sz. Coal. Color Gr. Sz, -Sh. 'Effarl 'EMp2 i r Boring Boring ❑ pit ft Ground surface slay. . Depth to IkN ting factor r In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Effp1 ' 'Etfp2 Mont al = 800, > 30 < 220 mgrL and TSS >30 < 150 mWL Mani 92 ■ 800 ^ 30 nv& and TSS < 30 rWL I'hc 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, seo.uso ra «aor P l O PAGE N1 A Ems, fl =#4 DM- = 7 OF PYG PIPS . d MM, r>f c. 7 p LAA ,DO 2 =TtP C 1 2 w NO COMM 8, 5DVcK PROPLEM5 RECEIVED FuEv�►TtoNs� Y'l 1 v 2003 a F ST. CROIX COUNTY ZONING OFFICE 2� ! F qoz- J ! z L DT i 4Dfl , • �b9 9 � -2� 4 n� g'+4 ,k 5 y h �C c�y�^t FF PROPCX �tWE UYL.��'(/'�SlC 6 � D8 CTH• FF3 Ro� r 9Mn CST 22y 8 3 DATE; D5 -Z9- o3 *- REVI 07 -OS -03 • I r P�OTPLAN PPGI_ RTY OWE: E QR9 LE E` M- 0 To OF PVC- P rPtr . n 50 4, Sec D --AAA fACX - n za wN F T St, +t GRC� !fC �1 it 42� . E w FI-50L ZONG W/ (3PCIC a NO COMM 8� 5efwa PRODLEM5 QukvA dg �o \0 SMt 6 0 0' O 8-2 S amAa q�2 j L.OR q o p - e6 (-I sa q4 $213 &f to t Y SQL A 09 K 'C SO� PRoPZX,TV �.�NE C.T.fi• FFS^ Fri. � SIGNED C5t � � S Z24K3Z ,, DAt�: p5- Z9 - 03 l ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND 1 OWNERSHIP CERTIFICATION FORM Owner/Buyer �S Mailing Address ©� 1'ti �� �l, �► Q Property Address (Verification required from Planning Department for new construction) City/State Parcel Identification Number LEGAL DESCRIPTION Property Location LL V., '�4, Sec. . T L N -Ry` W, Town of Subdivision , Lot # Certified Survey Map # 73 ` ---. , Volume :' , .Page # 7 . Warranty Deed # �3 13 , Volume Z 3 g 3 , Page # (0 O Spec house ❑ yes 0,,,no Lot lines identifiable R yes ❑ no YSTEM 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 mastorplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is is 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 Commerce and the Department of Natural Resources, State of Wisconsin. Certification suiting 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&& expiration date. 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 owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE ss « « «« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. q ' 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 System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Timm Excavating, 715- 772 -3214, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which Flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. Install water- saving appliances whenever and wherever possible. 3 Repair even small water leaks as soon as possible. Never pour grease or oil down any drain or stool. Garbage disposals are not recommended; if you must have one, use it sparingly. 6 �'o paper products other than tissue should go into the system. - '\o chemicals should go into the system. s o d surge flows of water; try to spread laundry throughout the week. Maintenance The septic tank must be inspected every three years by a properly licensed person. I f necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. `' hen the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompan} their specifications. 6 The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump 1f the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve .apacit� to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or :w,o dais should pass before any necessary repairs can be made. A � oid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 3 .- avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. Y Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10 Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area Contingency Plan astewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring ma', become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 i?1 Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 VOL 2383 l"C16G7 I 7 36793 Ir KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX Co., III RECEIVED FOR RECORD 08/21/2003 09:50AM This Deed, made between, WARRANTY DEED ARTHUR N. AND MARILYN E. FEYEREISEN, E7fEIpT e TRUSTEES OF THE FEYEREISEN REVOCABLE REC FEE: 11.00 TRANS FEE: TRUST COPY FEE: CC FEE: PAGES: 1 GRANTOR and, THIS SPACE RESERVED FOR RECORDING DATA STEVEN A. RINTA AND CHERYL A. RINTA NAME AND RETURN ADDRESS HUSBAND AND WIFE GRANTEE, 3 le!�'�'i WITNESSETH, That the said Grantor(s), for a valuable PIN 040 - 1037 -10 -000 consideration conveys to Grantee(s) the following described real estate in ST CROIX County, State of Wisconsin: Part of SE % of SW 'Y, of Section 8, Township 28 North, Range 19 West, St. Croix County, Wisconsin described as follows: Lot 2 of Certified Survey Map filed July 30, 2003 in Vol. 17, page 4577, Doc. No. 732925. This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; And above named grantors warrant that the title is good, indefeasible in fee simple and free and clear of encumbrances except any easements, restrictions and reservations of record, municipal and zoning ordinances, and will warrant and defend same. y° (SEAL) �j� ` �7s�^t�r (SEAL) ARTHUR N. FEYE ISEN, TRUSTEE mARILYK E. FEYEREI EN, TRUSTEE (SEAL) (SEAL) ACKNOWLEDGMENT AUTHENTICATION State of WISCONSIN ) Signature(s) authenticated: } SS. County.ST. CROIX ) _ Personally came before me on AUGUST 21 2003 TITLE: MEMBER STATE BAR OF WISCONSIN the above named ARTHUR N. FEYEREISEN AND MARILYN E. FEYEREISEN to be known to be the person(s) who executed the THIS INSTRUMENT WAS DRAFTED BY foregoing insr and acknowledged the same. RIVER VALLEY ABSTRACT 1200 HOSFORD STREET #201 / HUDSON, WI 54016 ary P ablic, Roger D. Bevers My commission is permanent. (If not, state expiration Notary Public date: State of Wisconsin 732925 VOL 17 PAGE 4577 KATHLEEN H. WAI.SA " - - -- REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD CERTIFIED SURVEY MAPS 07/30/2003 03:45PH CERTIFIED SURVEY MAP me FEE. t5.00 LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SE TION 8, T28N, COPY FEE: R 19W , TOWN OF TROY, ST. CRO I X COUNTY , W I ° 1 /4 CORNER t1RUVED PAGES -. 3 ST. CROI COUNTY 3 arming Zoninn qnQ Pats Ccnr mhM � s SCALE IN FEET J " 2003 28N � W 3 � 0 4 m ~ W �,0 75 150 300 N � La ~`� NOTE: THIS MAP IS BEING REVIEWED AT THE TOWNSHIP at PLA PLAT BY ARTHUR B AND MAR I LYN SEN. UNPL A T TED N UNPLA T TED LAND I�' - � LAND ARTISAN (I I 50 s °o• MEADOW DI c ' , �e3s' •• F 225 k9 � Q w LOT 4` \'\ �e46' „ E --- - - - - -- 0 2.263 ACRES p1 a B - 4B 98,593 S.F. �� �4 8 4A N 87 °01' OB E 4m 3\ J - 3C 4 5.65' R =80' o' Z4 ; j LOT 3 N �^ Nm”. G \ z ® 2.001 ACRES , ; ' 0 �+' • ss• Go ;s w ' 8 -38 87,167 S.F. �0� kK w6 °�i� "w to 8 ••• 84* p V HARED 00" E X616 ry;'�• x 278.94' Ss, ^�. , DRIVEWAY I� \\ ) �tiS0, ' FOR 3 N ° Og, S .; : / 1 AND 2 150' S 4 ao - - �. S 30 66.� II E r1t its LOT 2 B -213 00 T J, ti 50 ` 3.197 ACRES ®s0 �'.'.•� ! LO 1 ° N g \ 139,262 S.F. 3.802 ACRES m1 B--2A � ®tib ® e - 18 165,623 S.F. J f 8 -1C - -o S 1/4 CORNER WI _ 40. 460.00' SECTION 8 15' WIDE DRAINAGE 88 °23' 30" W 700.00 T28N, R 19W I SOUTH LINE OF I � I EASEMENT, 7.5' 0 THE SW 1/4 I POINT OF EACH SIDE OF LOT LINE BEGINNING EXTENDING TO CLIL -DE -SAC. LEGEND I _ o I ALUMINUM S CAP, FOUNDER MONUMENT, J 1 A 4 \-A ; :: 0 1 1/4" x 18" IRON PIPE WEIGHING . 1.68 / /LINEAR FOOT, SET. . 56:45 • 2 3/8" IRON PIPE, FOUND. - - BUILDING SETBAC LINE (25' UNLESS OWNERS AND SUBDIVIDERS 10' WIDE UTILITY EASEMENT. ARTHUR AND MARILYN FEYEREISEN 420 TOWNSVALLEY ROAD (R-) PREVIOUSLY RECORDED INFORMATION. HUDSON, WISCONSIN 54016 8 -28 SOIL BORING PERFORMED BY *NOTE: ALL IRON PIPE ARE DINSIONED ® MARY JO HOLLISTER. AS OUTSIDE DIAMETER. PROPOSED DRIVEWAY LOCATION. THIS INSTRUMENT DRAFTED BY JEROD A. FINK PAGE 1 OF 3 Vol.17 Page 4577 i TROY `W' DIRECTORY ' -28 -N • R- 20 -19 -W q N- � See Pages 135 -140 For Additional Names. HUDSON'W' PAGE 27 (Residents - Owner or Renter) MAYER RD s? ,.. ` RIVERVIEW CDR + _ ■�p I Kitten lu Case ■ I ""(''C WER RD 1 McCrea , FF 06 17 ■ AM yyy�� Fmntler ���'! LAKE ev,.Mk ■ ST CROIX Guai r cambnnoe Na.� k■� wut ■ o'aa b— i M,h � ew._ n - a �I GIL RD FFF o 1-2 AddeO° 6385 J�alanes ■ ED s■ BL 13 I Durdin RICK STAG ■ RD AP LN Woodruff I �°''° ■ I ,�/'/ //��� 12 < ...' ERNG I Add Bbn CIR ■ CK C ■„ ■z I I i Madden PINES i Arthur I . RD aw Feyerdko r` , ce.e S FORK I TOWNS ss� VALLEY RD ao ■ Sub DR �' I OMAHA F; - S.b �I •RITE- V l eer ! WEST OMAHA � �6 Sub I 4 �Z Ronald 16IL LN Sub I RD Milton ■ amt J a I GSimon ■ ■ Keeney ■v vid T w B NNa' Da Kenyon ■'3 o` >o!COVERD ■l samon ■ of 3 O CIN � c.w ■>� Is ■ LOST Is ■ Scott Bomar a retie c.e1 ROCK lz ■ xel�ts ' 14■ ■ g 13 Deetr V O sub is D T8 !LTA CROCUS Igo ,,■ n2 11 ■11 low 3 I HILL RD P �V ■ - _ - -- -- - Pete■ � Z �- — - I BIRK• g carry I Wood ¢ a o Nygaard I9 O JT o W r- I CTLE o Ruemmele i Sub o LL ¢ o(� _ _ _■ I mU WINDY Ir+ St Croix G °°a° U " y3 ■ I HILL RD 23 Be 4y ;° i 2 9 r i 20 LING ■w.�in w ¢ a� r °yP I I ■Shnenson MEA OW F DR i ■ o z W c1°t` y I Dennis IS o— � I �w d. ■ J> Sub 4■ 'Thomas $erke a1 zi¢ J ] 2 FIELD ITRL�� 5 ■j Patnode I a --L- -- a ■ P VI B n.z - -- ---i 1 0 - � ■ ■ 1111— -- --- - --t-� - --- — 'flpl� I ■loha ■ vs I— t ■ i Cemohous IS gg rkn I ■1 s srhal ■Tt � r Sub ■ i J B h n 1 ett ■ 26 O2� i g g E13 ■ P y SKY- . Bud 2 ■CuLson I vim t ■ui EN 25 s"� ii■ AE sm t zt I f ]d■ ■uye 2o■ I Z I rWt IS I c O g a 0 gggb ,i$t GLENMONT RD I 10 1 'i°i ^ IS ■ i� UO a ��' �" Robert ST re.. IS Is - -- -- — M. MM ■ U BLACK BASS RD I Brian IS TOM Is ■ Wdn— Hill NJ ROIX IVER- Stich I %� :5 W! N T ' ■ iMeRhaa E I i nn i Q I 3rd ■ 30 IS I Eut DRLANDER 2 I 5 N ILWACO RD A IIL- M i■ L Sub George 1»a MVACO.t; tow I ■ l undgrm ■ ■ A .. aaoe i a] ■w --I — � i M ■ 9 ■ °°a m1m. Is — ' 8 ILWACO RD PIERCE CO.