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Home My WebLink About026-1147-01-000 VVisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divisio.i ` INSPECTION REPORT Sanitary Permit No: • 420311 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: I City Village X Township Parcel Tax No: Oeverin , Oranzo Richmond Township 026- 1147 -01 -000 CST BM Elev: Insp. BM Elev: BM Description: qty IOU .f) TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS Hi FS ELEV. Septic Benchmark �- ca.�� Ica (a3� 0. � Z r� • `� � • � Dosing Alt. BM Aeration Bldg. Sewer t Holding _ St/Ht Inlet Y. O St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD 7t Inlet Septic � 0 t � 3 � �� Dt Bottom Dosing 50t `t a Header /Man. (o. v y,ZZ" Aeration Dist. Pipe Holding St. System PUMP /SIPHON INFORMATION C �►�"� F' al Grade �S �S6 Manufacturer , n nd St Cover CZ GP �+. del Number �L 11 0 O 3 ,0' TDH Lift Friction Loss System Head TDH . t 12� Forcemain Len r Dia. Z u T st. to well SOIL O Aeji0f4 SYSTEM BSDf ENC Width Lengt No. Of Trench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENS S / 8�� r SETBACK SYSTEM TO D ttii /L JBLDG WELL LAKE /STREAM LEACHING Ma� ctu INFORMATION CHAMBER OR r _ a Type Of System: l UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold 61 Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing /� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of odded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil xx Seeded /S Yes ja] No I [M Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ( ;r / 02 Inspection #2: Location: 1481 140th Street New Richmond, Wl 54017 (NE 114 NW 114 24 T30N R18W) Richmond _ 10leadows Lot 1 Parcel No: 24.30.18.1 59 CaIL S = 1.) Alt BM Description = `ef 2.) Bldg sewer length ant of cover 5 4 2,. r 3� w Plan revision Required? 92, No Use other side for addition t SBD -6710 (R.3/97) r _ . D' Date �� IryFep t 's Signature — -/ Cert. No. AAAAf N �� _ �, 201 W. W� P.O. Box 7162 M W1 5M - 7162 oft Address r�3 /54 ?1 / C T / i Dep artment of Commerce -d Z- sse 1 rrumbar Sanitary Permit Application Izo 31 In mcmd wo Comm 5311. Yrs. Adm. Cade. persomd ❑ Check if Rfffidom Way bem vdfor law + L information — Please Yrlot Ali hornadon Pl I.D. Number Number PAWMr Owner's Name ':' , ��v�� dld� /�� U�daTo - mr -ood r ,. � location Fiopert� Owner's Mailing Address ' F v ,� <`� J elf AVli• S T N. �/ E 1f 4' p dyer Lot Number city. see zip 1 SAdivision Name CSM Number iL Type of Buildling t aE tiati apply) erns S �,.. L7cicy 2 Family Dwelling — Number of DO&OOms oviw ❑ nascrft Use • i Nemu Stage Owned t I 1Q. Type of Pernft (t�k a* erne box an Boe A ( B sx� e far i t )• B if applicable) 3 ❑ Replaoameat of 6 ❑ Addh ion to Jew County mere A. New 2 � = ::: m TJ k Daft issued B. (3 Cbtsk if Sanituy issued Permit Number � Permit: (heck aB that sipply)ta�amsbezg le tar Una ''� j 1V. Type -A - [CID d 210 Mound 47 O Sand Fiber 510 ❑ C rip Lim d Wedaod 76 41 ❑ Holding Tank 48 ❑ S Pass 51 Drip lane 45 O AK#ade 46 O Aetmbic; Trr�mt Umt 49 Rem 300 outu •j V. Arm 0n ' P nOn Rase sysoem Ek Final tirade Dodp Flap (84d) Area Area g soil navadon -ft ) � o� /�/ pxqdmd Proposed Ode Vi Tank Info m c � Matte COm°1°` GAMES New 1 Tama 13rda Septic err 1ial�['� - vim+ qty far L of the P OWiS sbo..n the attached > Pbone Nmaber VII• s Name (Pi7nQ V ms's N umber . � Pin mbees Address (Strew. my. Safe• rip l (/ vM Uae Date b ncd Isxauag Agent Sigtnotte (NO StW ) Walter Satiidr<y 1'emmit Fee (mt9mdes Approved ❑ D Smt�lutge Pte O Owner tlivea r udd Adverse L l l Ztp Deaetnmi �. cones of A fo .l D�tvWL Attu!; aaaplese Ow as fse C"1O1ff duty) for no 99a ea i� ..f 1ds man ffJ2: u r aLe CRTf��4R (R t)_5 /01) ` T PLAN PROJECT Oranzo Oeverina FADDRESS 838 Summer Pines Circle Hudson Wi 54016 NE 1/4 NW 1/4S 24 /T 30 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8 /2/02 BEDROOM 3 CONVENTIONAL IN- GROUND PRESSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100 Filter Zabel A -100 ❑ BOREHOLE (DWELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 92.2/91.8/91.4 Alt. BM Top of Steel Fence Post @ 102.9 Plans Designed Using Conventional Powts Alt. Manual Version 2.0 .M. Set @ 3' Below Grade 50' B Vents 3 -3' X 80' Cells with >3' Spacing U' 35' 10' Vents B -2 B. 8% 75' Slope a� 200' Huffcutt Combo Tank 20' Pro 3 Bedroom House 0 Vent V h ALo tandard Infiltrator Leac g Chamber with 31.1 ft2 of Area 2" 3 4' Grade at System Elevation 140th St. • d L T PLAN PROJECT Oranzo Oeverina ADDRESS 838 Summer Pines Circle Hudson Wi 54016 NE 1/4 NW 1/4s 24 /T 30 / W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8 /2/02 BEDROOM 3 CONVENTIONAL IN- GROUND PRESSURE CONVENTIONAL LIFT )00( HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 ,BENCHMARK V.R.P. Top of Steel Fence Post .z= ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 92.2/91.8/91.4 Alt. BM Top of Steel Fence Post @ 102.9' Plans Designed Using Conventional Powts Alt. Manual Version 2.0 .M. Set @ 3' Below Grade Vents 50 B- 3 -3' X 80' Cells with >3' Spacing _ _ 0 ' 35' 10' Vents B -2 B. 8% Slope ��;6 75' a� ►� 200' Huffcutt Combo Tank Pro 3 a Bedroom House 0 �t Vent >6 „ Standard Infiltrator of Cover Leac�'Fi g with 31.1 ft2 of Area 6' Long 12" �-- 34" Grade at System Elevation 140th St. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County � Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must ' ktcude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions. north arrow, and location and clistance to nearest road. Please print all Information. � L 3 (o Reviewed by Date Peraaol Wormation you provide maybe used for secondary Purposes (PriviCy Law. s.15.04 (1) (m)1. Property Owner Property Location �!-L k Govt. Lot 1/4 /4 T N R 11fE ( W Properly Owner's Mailing Address Lot # 1 Block # Subd. Name ar g2S s , r City State Zip Cade Number ❑ City ❑ Villa Nearest R Construction U!P53: residential / Number of bedrooms Code derived design flow rate J Q GPD ❑ Replacement ❑ Pork or merdal - _ - - - -- - Pafrart m enial Flood Plain elevation d applicable REC✓ r It �: 5 =-- �� rr �°� //, /X' 0 5 2002 3 , / ST ; , ; Dix courrrY Boring # Scming a 0-01t Ground surface ft. Depth to *CAN factor a in. soa ucation Race Mftw Depth Dartanant Color Redox Desaiption Twit" Structure Consistence Boundary Roots in. Mu nsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 - Eff#2 d -II 10,3 S G -s •d' r 4 I 4fo Tz Borin PZI #s — L--L 9 /� ,�. Pit Ground surface ele� ft. Depth to limiting factor / y in. Sw'I ication Rate Fiorimn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff' In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E1f#2 3 122 V Q r l • Effluent #1 = BOD > 30 220 ffK and TSS >30 1 150 mg/L ' Effluent #2 = SOD 130 mg/L and TSS < 30 mg/L CST (Please Pmt) Number Address Evaluation Conduct r _Z —GrL Number Property Owner Parcel ID # Page of 3 1 B or i ng # ❑ �� n. )t Ground surface elev ft. Depth to Writing factor i j��"" � Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsed Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ,(o 2 b a # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sad Application Rate horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 # Boring ❑ 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. Munsed 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 mglL and TSS < 30 nxYL 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- 4330(8.600) I� Soil Test Plot Plan Project Name Oranzo Oevering Sha ird Address 838 Summer Pines Circle Hudson Wi 54016 STM #226900 Lot 1 Subdivision Richmond Meadows Date 8/ 2/02 NE 1/4 NW 1/4S 24 T 30 N/R 18 W Township Richmond F1 Boring () Well PL Property Line County ST. CROIX BM or VRP Assume Elevatio 1" ft. Top of Steel Fence Post System Elevation 92.2/91.8/91.4 *HRPSame as Benchmark Alt. BM ;— Top of Steel Fence Post 102. Alt .M. 97' 50' 2_3.. 50' 96' 95' 0' 35' B- 94' B. B- 8% Slope a� a 200' t~ a� a 0 140th St. rase (3t `" SEPTIC TANK E PUMP CHAMBER CROSS SECTION AND SPECXFICATIONS 4 Cl VENT PIPE 12" MIN. ABOVE GRADE 6 WEATHERPROOF ZS' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W / PAD LOC K 6 FINISHED GRADE WARNING LABEL T r. ,- .....� MIN. tiva eYa 1H" IN. Z. as"Po MtE �.D. " 1 j$ MUM• INLET GAS- WATER TIGHT SEALS L GHT : \/APPROVED F ---+� EAL ; JOINTS WITH APPROVED ; ALM APPROVED PIPE PIPE 3' ON 3' ONTO ONTO SOLID i SOLID SOIL SOIL PUMP OFF ELEV . O FT. OFF 3" APPROVED BEDDING UNDER TANK 9ONCR E PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: NUMBER DOSES PER DAY: TANK SIZES SEPTIC GAL. DOSE VOLUME INCLUDING DOSE 6 GAL. FLOWBAC�K: D L GAL. ALARM MANUFACTURER: lie CAPACITIES: A =� 4 INCHES = GAL. MODEL NUMBER: g = 2 INCHES = O GAL. SWITCH TYPE: PUMP MANUFACTURER: C = . t INCHES = GAL. MODEL NUMBER : SWITCH TYPE: - D = INCHES =•�-� —GAL. � ✓ �� REQUIRED DISCHARGE RATE GPM PUMP & ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . • • • • • • - + — FEET FORCEMAIN X ` FT /100 FT. FRICTION FACTOR FEET TOTAL DYNAMIC HEAD FED !�� I� D e ; DIAMETER INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ! S LIQUID • SIGNED: / LICENSE NUMBER: 2 � �gTF: J2, 1/88 ��`�1G1hlEERING DETAIES SW251 � 3 ■�r�rarrrlA�M� �t�+r rr�■ �"� -"-�"" E� ww�■t�rrri /rarr►.tarw.�aRwaaaw •.,.� ■+�a�a�wra�r�►awawwa�rwraw�r � 1/3 / / /!�! /#�'ri /�:� /AAA /� / ■N� // �� aaaaa�r�r►��.r� ■r��rrwr ■aaa�r�►a►rr.�►�rr��r�tw• SSW � ■r�rar;�ra►Mrr= *■�.�rarawaww its rwwwrwrrwr►irr.w.�wa+wwr�r■ �� ■+�wir! sr+r�sraraa►+ra■�• �.•Nrw�www ■ ■rr�! *l�r�■irr�ra ►wraarw�■w�a■ wrrrar��r��rrrw�� /rte D OOM UAL - k� S am MAI vow ftcuft CS x_ • Y Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715- 246 -5148 Shaun Bird #226900 r ST CROW COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer �/�� Mailing Address Property Address (Verification required from Planning Department for new construction) 0ty/State Parcel Identification Numb LEGAL DESCRIPTION PY Locatiot' /4,/�Gt/' 4, Sec, T U N -R ,Towno f Subdivision Lot # .�. Certified Survey Map # , Volume ` ._.__.. ,Page # r---� Page # �. Warranty Deed # _ <`�! < l . Volume Spec hour -yes 0 no Lot lines identifiatr ❑ 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 mastorplumber, 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 Office within 30 days of the three year 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 l the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * ** being revoked b the Zoning Department. * * * * ** Any information that is mis- represented may result in the sanitary g Y ** 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 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County � rCOI include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Pro�erty Owner Property Location I \ 1 C ✓10 ( J Govt. Lot JUL 1/4 N(,J 1/4 S 2q T 3 Q N R IC' E (or)ol Property Owner's Mailing Address Lot Block # S�bd � M # 2 City State Zip Code Phone Number ❑ City Village V Town c � Nearest Road (� New Construction Use: [ Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material T r I f Flood Plain elevation if applicable ft, General comments 5`/SI-e VYl Q k e U, ,aU, & p KFECEIVED and recommendations: I � 179, C'c�n� au r APR 2 3 2002 5-1 Boring # [] Boring ZONING OFFICE Pit Ground surface elev. [� ft. Depth to limiting factor 3 6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 C,-10 lovr 3/Z ` 6 K< m fr 0 2 0,sk k Wt fr C S -- Ci s K - - - g 4 Boring # ❑ Boring Pit Ground surface elev. 3o ft. Depth to limiting factor 2 C in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /1`1 in. Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. 'Eff #1 'Eff#2 r - 3h 5GK �r CS I .g Z 10-20 Ov C S S 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) ignature CST Number Sc� om r Z93 Address Date Evaluation Conducted Telephone Number 7C ZC0 1<00,r I SBD -8330 (Pn7'nm S Property Owner �912 Parcel ID # Page 2 of Boring # Ef Boring / \�� J [E P 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 /ftz in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I - i (o z - v�C-, K Fr C s �K F-1 ❑ boring Boring # pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 I "Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " 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 (R.07/00) 1 PAGE - S OF 3 NAME V-e-A.`so V\ LOT# I LEGAL DESCRIPTION lJ YA/w Y,S Z T 36 ,N,R, /k E(or SCALE: 1 "= � - BM 1 ELEVATION /00 • l BM 1 DESCRIPTION -/o, o� 1 u ' ( BM 2 ELEVATION Q9 6 O el BM 2 DESCRIPTION os /op P6 ' Z SYSTEM ELEVATION /Da . (o D ALTERNATE ELEVATION /(/l CONTOUR ELEVATION �`rd P 9g G Q SZ SIGNATURE � �____� DATE J 1912;' 137 66 1 994 STATE BAR OF WISCONSIN FORM 2.1999 KATHLEEN H. WALSH Document Number WARRANTY DEED RE OF DE This Deed, made between Hillvale Development Limited Liability RECEIVED FOR RECORD Partnership, a Minnesota Limited Liability Partnership 06 -18 -2002 8:30 Alf WARRPATY DEED EXEMPT t Grantor, and Oranzo John Oeverin , and Kenneth J. Oeverin as joint renants REC FEE: 11.00 TRANS FEE: 211.50 COPY FEE: CERT COPY FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Name and Return Address Lola 2 and 3, Plat of Richmond Meadows in the Town of Richmond, St, y� Croix County, Wisconsin... 026 - 1070 -50- 000,026 - 1070 -60 -000, 026 - 1070 -80 -000,026 - 1070.90 -00 Parcel Identification Number (PIN) This is not homestead property. pJ) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this _ LL' > day of June 2002 Hillvale Development Limited Liability Partnership r • h ° � �i/r4 -/tom✓ S Nf S^ L,�i � AUTHENTICATIO.N:. ` ACKNOWLEDGMENT `p;ri'YN STATE OF WISCONSIN ) Signature(s) ss. County ) authenticated this day of D. Personally came before me this �!'7� day of 4/ June 1 2002 the above named <� Hillvale Development Limited Liability Partnership by r 0 F vi C • ^ ^' TITLE: MEMBER STATE BARLDF-WISCONSIN It's to me known to bet erson(s) who executed the foregoing (If not, instru d edged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY + Attorney Kristin,, Ogland Notary Public, State of Wisconsin udson, 016 M C miss on is pe anent. (If not, state ex iratlon ate: (Signatures may be authenticated or acknowledged. Both are not necessary.) i! ) r Names of persons signing in any capacity must be typed or printed below theirsignafure. Iotormauon Pmlasmonau company. Fond du Lac, `M 800-656 -2021 STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 1999 ' I SOUTH LINE OF LOT 1, CSM -- w Z . FILED IN VOL. 6 PG. 1675 - -�� co S89 °03'50 "E - --- 9 599.99' 517.07' i - 566.99'- 492' 33' 33' P i 84040 SgFt h 84866 Sc 6 1.93 Acres 1.95 Acr 14.00 i I - -14 FT. WIDE UTILITY EASEMENT S89 "E 2.00' 1 471.64' ___ 2 FT. 584 - 21'0i WIDE EASEMENT RESERVED FOR FUTURE j F ) �— BIKEWAY PATH. 4 40.61 !� I t � z , 60 �j 76317 SgFt� N Q� I 1.75 Acres w 1 I ' 2 !) 88404 S Ft ~ 100' N 2.03 Acres JOINT ( S89'03'50 "E I ' 1 3 RIVE I 426.21' f ` m S87.49'15 0E Fo o p I 485.85' (o i I 3 aD �O 72388 SgFt q� o 1.66 Acres " " A i 9388 SgFt 2.16 Acres S89*03'50 "E i 378.10' z Ronald P. Alwin, RLS 2589 LEGEND: Registered Wis,c,g�nsin Land S rveyor Dated this day of 1 )L, 2002. O Denotes County Sup Aluminum Cap Fc Ns� O Denotes 2.375" X RONALD Weighing 3.65 lbs, O P. ALWIN • Denotes 1" Iron Pit Q S -2589 BLAINE C46 Denotes Curve Nun MN — — — — Denotes drainage 1 3 12ft. in width T his instrument drafted by Julie Brabende — - -- — -- Denotes Building HE M HEAD CAPACITY CURVE EFFLUENT ■■■■■r -- W ■■ ■ ■1 ®mlmmlom��m�� \ ■ ■ ■ ■1 ®mm® ®mom ®m ®m��m ®m ®��o�� ' ■ \ ■ ■ ■I�m�� ®m ®gym ® ®�� ■m ® ■ im � �� ®�m ■\ ■ ■ ■ ®mom ®�� ®��m ®� ®�m�� ME RN ' \ ■ ■ \ ■ {�m�■m�m�m�a�n�� ®mom ®�m�m�� E■►11►vIC ■ ■ ■■ ■ ■.C. ■ C ■.0 ■� ■ ■■ ■gym \\ \,l�m,m� m� ®m�m�m�■m� ®m�m�m�® \\ ■ \►►r ■ ■ ■ ■ ■0 ■ ■ ■■ ■ \\ \I1\■■ ■ ■ ■ ■ ■ ■ mom REMMO\\ ■ ■ ■ ■ ■ ■ ■ mom \■\ ■111 ■\ ■ ■ ■ ■ ■ ■ ■ ■■ a .. .... . . ►\ \11 \1\■■■■■ ■ ■ ■ ■■ less than 30 feet TDH. column-exp \�1 ■I ■■� ■ ■ ■ ■ ■■ .... �� ■ \`� 1111\ ■ ■ \� \ ■ ■ ■ ■ ■■ ��110 ►1 \■■■■\\■■■■ � \■ ■ ■ ■\01 ■ ■■ . CAPA M SEWAGE MIN 6 MEMO ■■■■■■■ ■■■�r ■■ ■■ •■■■■■■ m� .. • ■S ■.■ ■ ■ ■ ■� ®.� -_— —_ _ -� ® �m . - ®gym ISM ■� ■. ■ ■..■ ■gym ® ■ ■■ _ -- —__ __ mom �® INIMIIII ■■ .■■■■.■►■E■iiiiME ■■■ ■■ ■■''�■■ ■■ ■■■ ■■■OMEN■■ • . �.��■S■■ ■■■■■■ ■N■■■ ■ 1A CAUTION Model . M, M should not be subjected to less than 15 feet TDH. mom mom N . ... ....:..............:........