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Home My WebLink About038-1191-50-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division 1 INSPECTION REPORT sanitary Permit No: 420342 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: G & K Development I Star Prairie Town of 038 - 1191 -50 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 13.31.18.985 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet Outl TANK SETBACK INFORMATION SUHt TANK TO P/L WELL BLDG. t to Air Intake ROAD Dt In t Septic Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System Ly al Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cov GPM Model Number TDH 1 1-ii ft Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to w SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Dion x Ho le Size x Hole Spacing Vent to Air Intake Pi Length Dia Le Dia Spacing 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 nn 0 Yes [] No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1' / 4j9 Ins ction # / �, Location: 1313 214th Avenue New Richmond, WI 54017 (NW 1/4 SW 1/4 13 T31N R18W) or to l , t 3S arcel No: 13. .1'8.985 1.) Alt BM Description // 6 4 2.) Bldg sewer length = ( l - amount of cover P /� Plan revision Required? ❑ Yes ❑ No� Use other side for additional information. Date " Signature Cart. No. SBD -6710 (R.3/97) P PLAN PROJECT William Cook ADDRESS 1310 216th Ave New Richmond Wi 54017 NW 1/4 SW 1 /4S 13 /T 31 /R 1 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8/20/04 BEDROOM 3 CONVENTIONAL XXX IN -GROV PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 IL BENCHMARK V.R.P. Top of Foundation ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 92.7/92.6 214th Ave 3 , Building Sewer 95.4 B -240' B -5 Septic tank inlet 94.3 Septic Tank outlet 94.5 10' Vents Header Trench 193.7 2 9 Header Trench 2 93.55 Bottom System Trench 192.7 B -3 1 %Sloe Bottom System Trench 2 92.6 32' Grade at system 99.0 'OE Top of Manhole 100.3' B -6 2 -3' X 69' Cells with >3' Spac - ng 36' B . B.M. Alt. Vents B -4 POLM-a III Ilia — 10' 40' 10' * 0' 4_ 15' B -I Pro 3 Bedroom House I Vent P perty ALo Standard Infiltrator Leaching Chamber with 3 1. 1 ft2 of Area 2" Plans Designe d Using Grade at System Elevation Conventional Powts 34" Manual Version 2.0 to 185' Property Line Lu LT_ i • r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County f Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must 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. Re awed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ` Property Owner Property Location 17 � 4 Govt. Lot 1 /4 L�4 S 13 T N R YE r) W Property Owner's Mailing Address Lot # Block # I Subd. Name M# ?> In a, l 3 — City State Zip Code Phone Number ❑ City ❑ Village – f wn Nearest Road ik S - New Construction Use. esidential I Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or meraal - Describe: Parent material 01.1.�Z.G/Cta " o Flood Plain elevation if applicable General com and recommendations: �i� ® Boring # ❑ Boring t Ground surface elev. TT Depth to limiting factor �n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I •Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Kiplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L rin CST Name (Please Print? Sig – Signatur CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715 - 246 -4516 s Property Owner _ Parcel ID # Page of F-1 Ong # ❑ 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/ff` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'Eft#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I F-1 Ong # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 130 mg/L. and TSS 5 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 (RAW) Nq 0% 1 Safety and Buildings Division county , 201 W. Washington Ave., P.O. Box 7162 G (f7 Visconsin - Madison, WI 53707 - 7162 Site Address Department of Commerce 13 3 Sanitary Permit Application Sanitu Permit Number in accord with Comm 83.21, VVis. Adm. Code, personal information Y OU provide 0 Check if Revision / l/ ma be used for Privacy Law, si5. 1 m I. Application Information - Please Print All Information State Plan I D. Num6gr owner's Name Parcel Nmnber GHQ r�tr:. vim— >>�� A e Property owmes Mailing Address Pty Location s �' 1� Vt • Z if S tj 9 , � 7 N. E City. state Zap Code Phone Number 3umber Block Number Subdivision Name CSM Number Z ZE - or- G EL of Building (check all that apply) Doty 2 Famrily Dwelling — Number of Bedrooms [� 0 Public/Commercial — Desmft Use ' t T 3 x � y Nearest Road ❑ State owned � l I � y � 2 III. Type of Permit: (Check only one bar on line A scheme for use). Complete lice B If applicable) A ' 2 ❑ Rep>accmem Syaoenn 3 ❑ Tqf (] For County e Tank ffi&i B. 1 0 Check if sanitary Permit Proviaudy Issued Permit Number Date Issued IV. f Permit: (Check all that apply)(mmbering scheme is for internal use) --j- ✓ d Pressurized la-Ground 210 Mound 47 0 sand Filter 50 0 Constructed wediu d 3j /9 /� 0 Pressurized In Ground 410 Holding Tank 48 0 single Pass 510 Drip Line 45 0 At -Gra& 46 0 Aerobic TrcaUment Unit 49 0 Rminxiiaft 30 0 Other V. Area Information: Design Flow (UM Dispersal Area Dispersal Ana Soil Application Percolation Rate System Elevation Final Grade Required / Proposed Raw(Gals.lDays/sq.F�) (Min./Inch) '� Elevation al .7 c� ��. 7 ft 3 VL Tank Info Capacity in Total Number Mamtfaca= Prefab Site Steer Fiber Plastic 02 Aons Gallons of Tarim Concrete Constructed Glass New I ExistioE T=lm Talcs Septic or H Mfr Tank _ Per 0 '0,/,�� Dosft chamber VII, Peapowlb 44 Statement I, the un&rdVwda y for TS of the POW shown on the attached plans. Plumber's Name (Prim) Plumber's MP/NUW Number Business Phone Number Plumber's Address (street, city, state. Z' * ) $ /12 s /De eat Use Only Approved 0 DisaWm d Permit Fee (Includes Groundwater Date Issued em signature o stamps) Snrcharg Fee) 0 owner Given Initial Adverse ( a�, � Z o ° D Determination 't7 . CtsuZ�Gt�t,Q� ea�so�ns�for Disapproval n � � �LX-T , oorpkte Pam ao dw dub) for ttYe syskm not ryas ttmn stn U tocbm In She OT P AN PROJECT John Gearin A Ess 255 Lower Pine Lake Ct. Star Prairie Wi 54026 NW 1 14 SW 1 /4S 13 /T 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8/8/02 BEDROOM 3 CONVENTIONAL XXX IN- UND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambe 22 hL BENCHMARK V.R.P. Top of 1" Pipe ASSUME ELEVATION 100' Filter bel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 95.7/95.8 214th Ave 3 ' B.M. A1t.B -2 -5 10' nts 2' B -3 1% Slo e 32' 2 -3' X 69' Cells with >3' Spacing 7 6 ' B.M. Vents B -4 10' 40' 40' T 30' B -1 Pro 3 Bedroom House a� Vent t~ o >6„ Standard Infiltrator c� of Cover Leaching Chamber with 31.1 ft2 of Area N 6' Long 12" Plans Designed Using Grade at System Elevation Conventional Powts 34' Manual Version 2.0 "' 185' Property Line OT P1,AN PROJECT John Gearin A ESS 255 Lower Pine Lake Ct. Star Prairie Wi 54026 NW 1 / , 4 SW 1/4S 13 /T 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 8 /8/02 BEDROOM 3 CONVENTIONAL XXX IN- 66UND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chamber 22 ` BENCHMARK V.R.P. Top of 1" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 95.7/95.8 214th Ave 3' B.M. A1t.B -2 B -5 10' ents 2' -3 o 1% Sl B e 32' 2 -3' X 69' Cells with >3' Spacing 7 B.M. / Vents B -4 10' 40' 40' T 30' B- I Pro 3 Bedroom House a� c Vent o ALong Standard Infiltrator Leaching Chamber with 3 1. 1 ft2 of Area o\ 2" Plans Designed Using Grade at System Elevation Conventional Powts 3 4 19 Manual Version 2.0 185' Property Line ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ■ a ■ �u�r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715)386-4680 Fax (715)386 -4686 Fax r To: L d t/v Fro Fax: &127 — -7 3 Pages: Phone: Date: Re: CC: ❑ Urgent ❑ For Ra-1 -• ^ :mment ❑ Please Reply ❑ Please Recycle X 51- --7 ' • Comments r Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of _3 Labor and Human Relations , Diyision of Safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attdch complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 038- 1055 -20 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION rrIE D BY F DA PROPERTY OWNER: PROPERTY LOCATION Greenwood Enterprises, Inc. GOVT. LOT NW 1/4 SW1 /4,S 13 T 31 N,R 18 Ekor) W PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK # I SUBD. NAME OR CSM # 1416 T hird ST. 36 na NorthGate CITY, STATE ZIP CODE PHONE NUMBER ❑CITY E]VILLAGE MOWN NEAREST ROAD 14udgon, WI. 5 4016 (715) 386 -3674 Star Prairie 214th Ave. * ] New Construction Use [ X j Residential/ Number of bedrooms 4 [ ] Addition to existing building (j Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .7 7 bed, gpd /11 — $_ trench, gpd 1ft Absorption area required 858 bed, ft 750 trench, ft /Maximum design loading rate . 7 bed, gpd /ft .8 trench, gpd /ft Recommended infiltration surface elevation(s) 95.70 ✓ ft (as referred to site plan benchmark) Additional design / site considerations na Paint material outwash Flood plain elevation, if applicable na ft r U = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK = Unsuitable fors stem S O U [ S ❑ U S El CA 11 U CA ❑ U [IS Q U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourx:13y Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer>ch 1 1 0 -12 10 r 2/2 none 1 lcsbk mfr gw if .41 .5 2 12 -25 10 r 4 4 none sicl lcsbk mfr 9W if .2 .3 Ground 3 25 -31 10 r 5/4 none sil lcsbk mfi gw na .2 .3 elev. 9 9.7 ft. 4 31 -84 7.5 r 4/6 none ms osg ml na I na .7i .8 Depth to limiting factor +84 Remarks: Boring # 1 0 -12 10 r 2/2 none 1 lcsbk mfr gw if .4 .5 Z 12 -22 10yr 4/4 none sicl lcsbk mfr gw if .2 .3 ................ Ground 3 22 -28 10 r 5/4 none sil lcsbk mfi gw na .2:: .3 el ev. .. ft. 4 28 -84 7.5 r 4/6 none ms os ml a�. �.1nz3:' ,' , • 8 Depth to , limiting .11 factor +84 . t n ! C OU Remarks: ZONING NF .�' CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Ave.,,Ne-w Richmo d I 54017 Signature: Date: 11 -3 -98 CST Number: m02298 PROPERTYOWNER Greenwood Enterpris SOIL DESCRIPTION REPORT Pagd 3 PARCEL I.D. # 038 - 1055 - Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Bourrc�ry Roots Bed Trench 1 2msbk mfr C1w if .5 .6 2 1 10 r 4/4 none sicl lcsbk mfr 9w if .2 .3 Ground 3 26-84 ms 0sa ml na na elev. 9 9.5 ft. Depth to limiting facto +84 41 Remarks: Boring # 1 - none 1 2msbk mfr qw if .5 .6 4 2 11 -28 10 r 4/4 none sicl lcsbk mfr gw if .2i .3 Ground 28-84 7.5 r 4/6 none ms I 0sq ml na na J .8 elev. 99.5 ft. — Depth to -- limiting factor +84 Remarks: Boring # 1 0 -12 10 r 2/2 none 1 2msbk mfr gw if .5 .6 2 12 -26 10 r 4/4 none sici lcsbk mfr 9w if .2 Ground 3 26 -84 .5 r 4/6 none ms osc� ml na na .7 .8 elev. 9 9.3 ft. Depth to limiting 41 7 -71.2 11 factor +84 Remarks: Boring # 13 Ground elev. 1 ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) - � I E STEELS SOIL SERV C Gary L. Steel 1554 200th Ave. CSTM2298 Greenwood Enterprises, Inc. NWgWI S13 T31N - R18W New Richmond, WI 54017 MPRSW -3254 (715) 246 -6200 town of Star Prarie lot #36- NorthGate This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 =40' BM.= top ofl" pvc pipe C el. 100' Alt. Bm.= top of 1 pvc pipe @ el. 100.00 3 IV 0 1 5� Gary L. Steel 11 -3 -98 Maintenance and Contingency Plan for a Septic System Maintenance Plan �1n 1. Septic Tank is to be pumped once every 3 yea 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. i Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 Smmc TANK MA1 ?rm4ANCB AORBEmkwf AND OWIqRRSHIP (MTMCATION FORM z cr OwnedBuyer Mailipg Address 2 �- �°. >,.� Q� .`� - ' s 2 b ftnprW Adder (Verification Plaxming nom) aWS S ✓91, Z Parcel Identification Number 3� ' l -- SZ -CLr- L E G AL DF�SCRiPTION pwpcdy Locdficm ,q/�y� flr� y �, gec�� - � 5/ - I W, Town of Subdivision l/ 6 czC -- Lot # t8ed Survey Map /# Volume --- _. Page # � Warranty Deed # (O S � . Volume Spec p Lot lines ideatifiabi� yes ❑ no use dad oeof � septuc system coaald nasult is its P'c d� m Handle . Pigxr woe oonsasts of p Hil Ig oaten Septic tank every duce years or, soomr, if necdedby a p� WBat yan Put ho der+ Can meet dre out of due Septic tank as a in due waste dispaal SYMM Tice properly owner ago= to snb� to St. CIWX pacing Depart MM t a eatWmMa n ice, by due awner and by masterpl+smb�3 P r od aa>iC�odpaa �7ftdat( 1) duean-dtawastcwaterd�osaisystem is � ptepa o condition andlor (2) aftw uVectien and paumpiag Cif Y). flu tam is less Esau 113 fiun of sB e. g Set foci% ihue!% as set by die of Cowxaaae and dae Depubwnt of Natosd ReSOnu%. State of Wisoaosin- 0 ,d g chat your septic system Bas ban mast be eoaWlded and nu mod to do St. Qeonc C=Oty Zeo3ng Officew;dmt 3 d of die duce year won date. Y /- EL rf TURK OF �IUCAWr DATE OWNL�`R. (�RTII�ZCATiON I vae am are tide aw>ur(s) of (Rae) ceg ft &a all statements an dns foam are tone to die best of MY (Our) lmowledge. ( ) ( ) t above, by vktw of a wananty deed receded in Register' of Da ce. Dads Offi he GNATURE OF APPLICANT DATE «««« «« A wfomration that is mis may na t in die sanitary permit being rcvoloodby die 7 asm4g D « « «« Indw k with a& appiidcOm a stamped wanamy decd f m dud Register of Dads officm a Copy of the certified Savoy map if referawe is nude in the aeamwty teed t� • U 1944P 489 / STATE BAR OF WISCONSIN FORM 2 - 1999 S $ 6 S 1 7 WARRANTY DEED KATHLEEN H. WALSH Document Number STGICROIXOCODEEMI This Deed, made between James D. Runnerstrom and Janet L. CEIVED FOR RECORD Runnerstrom, husband and wife RECEIVED 08 09 -2002 10:10 AM VARR&TY DEED Grant o , and G & K Development, Inc., AUG 1 5 2002 EXEMPT # sT. C�zoix couNT C EE: 11.00 ZONING OFFICE FEE: 84.00 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 eLo)6,orthgate, St. Croix County, Wisconsin. Name and Return Ad ss F i /1 4 kr-k � 1 - a- ef�r� '630 rG 38- 1191 -50 -000 Parcel Identification Number (PIN) This is not homestead property. (}I) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this d -r" D day of may A u4 c o r , 2002 n ames D. Ru(nel•strom * * J net L. Runnerstrom AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. ST. CPO IK County ) authenticated this day of p d ,_.,,, : -.�• Pe s came before me this o2 day of -, — M BARRON � l= ub r , 2002 the above named Notary u IC James D. Runnerstrom and Janet L. Runnerstrom, husband and * ' wife TITLE: ME It STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. IMOrmauon Prdasswals Company. Fond du LM, vie WARRANTY DEED STATE BAR OF WISCONSIN e00-655-2021 FORM No. 2 -1999 y v S89' 07 '26'E %o 9'07'26 "E ' 227.41' Q Q ap M WATER PONDING Q O / CO EASEMENT -MAX. POND EL. 1001.5 NO BUILDINGS 7 � 56,325 sq. ft. N 59,040 sq. ft. PERMITTED. `r 1.293 ac. Uj 1.355 ac. ;j 1 72,330 sq. ft. 1.660 ac. wo _ _ _ cu 60,964 sq.R. 1.400 ac. Ln o z < z o 90.93'- - 205.00' 33. 5'- _ 4 S89 "07'26E 329.58' 5 6 5 6 �� 11 � 3 214 AVE. 6 ' ss - 30 . ti N89 W 329.58 5 _ E 50p 2 ' 2i - 40.93' - - — 185.00' - - - 103.65'- - —31 S �3�55'30.1,/ / 2' 3� 0 146 3 5'_ 66 BRA, °o ° o 23 S o ° v (n M 00 pp � C 36 Cn 35 W CU 1P 56,800 sq. ft. v 7 55,5 • ft 0 1.304 a . CU w 3 1.274 ac. Z c o Ln 6 / 74,459 sq. ft. Z z 1 1.709 ac. NO STRUCTURES ALLOWED IN EASEMENT 3 8 6�-�' 185.00' 191.00' 2 N NP ,555 sq. ft. N� 528 ac. �P el 9� oft 0 E NV u� x When the shop shown on Lot 6 is removed, then if ONO p0' the entrance is changed to the east side, 10 ? 1 1 1 b � ,��) 2 the owner of Lot 6 shall have the right to cha S ( o 2 the natural surface water past the west end o said shop and across land to the north of said shop, on Lot 6. The drainage course can be re ' 26' W positioned at owner's discretion within the limits the platted easement, and said easement width c be reduced to not less than 15' in width, provid LEGEND the natural flow is allowed to remain on Lot 6. SECTION CORNER MONUMENT FOUND ALUMINUM CAP Q 2" X 36" ROUND IRON PIPE WEIGHING SCALE IN FEE 3.65 LBS/FT. SET 9 1.25" IRON PIPE FOUND 0 100 200 • 1" IRON PIPE FOUND