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Home My WebLink About020-1341-11-000 ST. CROIX COUNTY ZONING DEPA + NT AS BUILT SANITARY RE Owner Property Address Cit ty , X Legal Description: Lot Il Block Subdivision/CSM # IAIV C� $ ' /a /4, Sec. Y, T T -RAW, Town of Fl � ICJ , 1322 SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION Tank manufacturer (V , p sue'' Size ST/PC lArO Setback from: House �L Well MP P/L Pump manufacturer Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: Width - q Length i 0_ Number of Trenches Setback from: House 19 Well PIL Vent to fresh air intake ELEVATIONS Description of benchmark � ��k /�! -C Elevation 7 Description of alternate benchmark Elevation Building Sewer g'• c / ST/HT Inlet F - 9' ST Outlet - �` PC Inlet PC Bottom Header/Manifold ...' - To of ST/PC Manhole Cover / - / Top � � Distribution Lines O Q 7,- O ( ) Bottom of System O � Final Grade Date of installation L / Permit number 1 2 - State plan number Plumber's signature // License number 2 Y,�?- ;5/ Z Date t/ 4 6 Inspector Complete plot plan t s SZ � G t Y 4 3 o Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM ' Safetyand Buildings Division Count bT. CROIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitac�rr�i.: Personal information you provice may be used for secondary purposes [Privacy LRWI s.15.04 (1)(m)). Permit Holder's Name: illage ❑ Town of: State Plan ID No.: BOUCHARD, JASON Sa CST BM Elev.: Insp. BM Elev.: BM Description: Parcel b2bQ- :1341-11 -000 TANK INFORMATION ELEVATION DATA A9800548 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Ben 7.77 !p7• P A I6jj Dosing 41 1-4. Bh^ ✓�.0 /D 7 Aeration Bldg. Sewer �r �(o g8•Gj3 Holding St /-f Inlet `l.� I °J ?•9� TANK SETBACK INFORMATION J JAa t Outlet �V,� 97- a TANKTO P/L WELL BLDG. Airintake ROAD Dt Inlet Septic Z� 3� NA Dt Bottom Dosing NA Header / Man. P-S qJ 7 ,� Aeration NA Dist. Pipe 0-9 1 7 q7. 2 Holding Bot. System 2 - 6f( C l s• 7 PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand _" 6 (/0 .3T AD/. `f Model Number PM TD H Li Frictia me K M Ft ead Forcemain I L Dist. To Well SOIL ABSO ION SYSTEM BED / REN Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIM N 3 Sv DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: CHAMBER Model Number: T e INFORMATION yP Liir Af �' Sys e � OR UNIT DISTRIBUTION SYSTEM -� Header / Manifold Distribution Pipe(s) /J x H Size x le Spacin Ve To Air Intake Length Length � Dia. Spacing / g ( /A(t 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 ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) CATION: HUDSON 24.29.19,SE,NE 856 POLEN DRIVE — WY WOOD II LOT 11 t 4 �m/f W0,5 `-OOt' t4 � Al I n 111 I / C Can glv��,srr1 . � 4w � Plan revision required? ❑ Yes & No Use other side for additional information. tZ Z�- SBD -6710 (R.3/97) Date Inspectc s Signature Cert. No. r Safety and Buildings Division 201 W. Washin Avenue SANITARY PERMIT APPLICATION s 14.4consin P O Box 7302 Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less count than 81/2 x 11 inches in size. lac • See reverse side for instructions for completing this application State Sanitary Permit Number 324 (05g Personal information you provide may be used for secondary purposes ❑ Check it revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATI N Property wner Name Prope oSation ^� sx 1/4 1 /4, 5 of T T , N, R I'� E (or&,) Property Owner's Mailing Address Lot Number Block Number City, State r Zip Code Phone Number Subdivision Name or CSM Number II. P BUILDING: (check one) E] State Owned ❑ !t Near t Road Public 1 or 2 Family Dwelling - No. of bedrooms S Tow a n OF f/A� 111 BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) (J .. 3 q I _ I — 8D O 1 [] Apartment / Condo 4 (� I 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1, A New 2. ❑ Replacement 3_ ❑ Replacement of 4_ ❑ Reconnection of 5, ❑ Repair of an (_'System System Tank Only System n2 System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 0 Seepage Bed 21 []Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 Seepage Trench 22 ❑ In- Ground Pressure 142 ❑ Pit Privy 13 ❑ Seepage Pit ..� �i S.,,,�� 43 ❑ Vault Privy 14 ❑ System -In -Fill / VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 6 7 7 ri . . /Feet ?F-7 eet VII TANK Capacit gall g Total # of Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existing structed Tanks Tanks Septic Tank or Holding Tank ><- ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ 1 ❑ ❑ ❑ 1 ❑ 1 ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) _ Plumber's Signature: (No Stamps) MP /MPRSW No.: Business Phone Number: Plumber's A ess eet, City State, Zip Code IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved San" ary Permit Fee (Includes Groundwater ate 1sS ue Issuing A en i nature (N to wproved ❑ Owner Given Initial Surcharge Fee) Adverse Determination le C NDITIONS OF APPROVA 7/AS NS FO ISAPPROVAL: D- 6398 (R.11 /97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber Wisco sw Department of industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 t "said Human Relations iIlwon of safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8112 x t 1 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. tt dimensioned, north arrow, and location and distance to nearest road. 020- 1329 -90 APPLICANT INFORMATION— PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION Greenwood Enterprises, Inc. GOVT. LOT SE 114 NE v4,S 24 T 29 N,R 19 kor) W PROPERTY OWNERS MAILING ADDRESS LOT tR I BLOCK rr SUBD. NAME OR CSM # 1416 Third St. 11 na Wy1dood phase 2 CITY, STATE ZIP CODE PHONE NUMBER QCITY [3VILLAGE K]TOWN NEAREST ROAD Hudson, WI. 54016 (715)386 - 3674 1 Hudson I Polen Dr. [id New Construction Use [gj Residential/ Number of bedrooms 4 ( ) Addition to existing building I j Replacement ( I Public or commercial describe Code derived dal flow 600 Recommended design loading rate . 7 bed, IY 9Pd 9 4 9pd/ft •8 trench, gpd/ft Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate • 7 bed, gpd /ft •8 trench, gpd1ft Recommended infiltration surface elevation(s) 95.75 fl (as referred to site plan benchmark) Additional design/ site considerations alt. area = trenches starting @ el. 95.30' spaced to code 3.5' belo Parent material outwash Flood plain elevation, if applicable na ft grade S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN RLL HOLDING TANK U = Unsuitable fors stem ®S ❑ U M S ❑ U ®S C3 U ❑ S CCU ® S El C] S (3U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. ( Munsell Cu. Sz. Cont. Color Texture Gr. Sz. Sh. 4 Consistence Botx�cfary Roots Bed jTmr& 1 0 -12 10yr3 /2 none sl 2msbk 1 mvfr gw 2f .5 ' .6 1.._; > <:: 2 12 - 7.5yr4/4 I none co s j Osg mi gw 1 f .7 .8 3 33 -36 5yr4/4 none 1 fs lcsbk mfi cs na j .4 .5 Ground i f e le v . 1 ft. 4 1 36-84 10yr4 /4 none co s Osg ml na na .7 .8 Depth to limiting , — factor +84" Remarks: Boring # 1 0 -6 ! 10yr3/2 none sl I 2msbk mfr Cs j 2f .5 .6 2 2 6 -27 ; 7.5yr4/4 none i scl 2mgr mvfr gw ' if f .4 .5 � V 3 27 -841 10yr4 /4 none co s Osg ml na na l.7 .8 Ground I eie 1 9 i Depth to limiting i f 8 ! 44 1 I I I Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 . Address: 1554 2QM. Ave. New ichmond WI 54017 Signature: Date. —st_oo CST Number. mf12298 Greenwood Enter. PAOPERTYOWNER SOIL DESCRIPTION REPORT Page ' PARCEL I.O.. x 020 - 1329 -90 Depth Dominant Color M \ t ' Boring # Horizon Structure GPG., Texture in. Munsell Qu. Sz. Coat Color Gr. Sz. Sh. Consis�nce Roots ' I 0 -8 10yr3 /2 none Bed � 3' -. scl 2mgr mvfr cs 2f .4 .5 ' 2 8 -24 7.5yr4/4 none sl �9r mvfr gw if .5 .6 Ground 3 24 -90 10yr4 /4 none co s Osg ml elev. na na .7 .8 99.3 ft. I Depth to limiting EE I factor +90" Remarks: Boring # ;.: >z•> 1 0 -9 10yr3 /3 none sl r r , 2mg mvfr CS 2f .5 .6 4 2 9 -40 7.5yr4/4 none co s i Osg ml 9W na .7 .8 3 0 -83 10yr4 /4 none Ground ms I Osg m1 na na .7 .8 elev. 9 o qt, 1 Depth to limitlng factor +83 Remarks: Boring # I `I�"I I 0 -9 10yr3 /2 none 2ms bk mfr 1 I ( gw 2f .5 .6 5 2 — 34 10yr5/4 .:.. - none sicl 2msbk I mfr I gw f if .4 .5 3 X 34 -38 7.5yr4/4 none sl Imsbk mfr Ground na .4 .5 elev. 4 38 -84 7.5yr4/4 none i cc s i Osg ml na na .7 .8 9� Q tL D epth to I limiting factor +84 I Remarks: Boring # ak g z; I Ground elev. ft Depth to r�rrtlng factor i ii i Ramarkc- STEEL'S SOIL SERVICE ,ry L. Steel Greenwood 554 200th Ave. STM2298 reenwood Enterprises, Inc. New Richmond, Wl 54017 hAPRSW -3254 SE s24- T29N -RI9W lot #11 -.d phase 2 ( 715 ) 246 - 6200 4 Wy dwood N /� 1 1' =40 1 Elf.= top of 2 pvc pipe @ el. 100' Alt. EiM.= nail in Elm tree @ el. 99.05' This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the system nay or may not he as shown, as permanent lot lines had not been established at the time of the test. T-t v i 03 ' 6 kv 1 e �3` )01 Z3' � bv� Gary L. Steel 4 -8 -98 • I . -- -- -- - ' I , ; : r J 7 I , lo o , L jcp , : I , 4- 4-- 4:. , i �f Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor apjl Human Relations Division of Safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 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. 020- 1329 -90 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION R VIEWEDBY DATE PROPERTY OWNER: PROPERTY LOCATION Greenwood Enterprises, Inc. GOVT. LOT SE 1/4 NE 1/4,S 24 T 29 N,R 19 kor) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1416 Third St. 11 na Wed phase 2 CITY, STATE ZIP CODE PHONE NUMBER [ ❑VILLAGE KFOWN NEAREST ROAD Hudson, WI. 54016 715)386 - 3674 Hudson I Polen Dr. [ New Construction Use [x] 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 bed, gpd /ft .8 trench, gpd /ft 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) 95.75 ft (as referred to site plan benchmark) Additional design / site considerations alt. area = trenches starting @ el. 95.30' spaced to code 3.5' belo Parent material outwash Flood plain elevation, if applicable na ft grade S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK U = Unsuitable fors stem i ® S ❑ U ®S ❑ U ®S ❑ U ❑ S CCU (ES ❑ U ❑ S CRU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bovidary Roots GPD /ft .................. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 - 12 10yr3 /2 none sl 2msbk mvfr gw 2f .5 .6 '`....1.." 2 12 -33 7.5yr4/4 none co s Osg ml gw if .7 .8 Ground 3 33 -36 5yr4/4 none 1 fs lcsbk mfi cs na .4 .5 e ft 4 36 -84 10yr4 /4 none co s Osg ml na na .7 .8 Depth to limiting factor +84" Remarks: Boring # 1 1 0-6 2 10 r3/2 none sl 2msbk mfr cs f 1 .5 y .6 ` € 2 €. 2 6 -27 7.5yr4/4 none scl 2mgr mvfr gw if .4 .5 3 27 -84 10yr4 /4 none co s Osg ml na na .7 .8 Ground elev. -.. 9 y Depth to tv. limitin l factor A r" r I ri � + 84.. � r w q9 COUNTY Remarks: k Z QN1NG QFFICE CST Name: -- Please Print Gary L. Steel Phone: 715 -246 -6200 Address: 1554 20001 Ave. New ichmond WI 54017 Signature: Date: 4 -8 -98 CST Number: m02298 PROPERTYOWNER Greenwood Enter. SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D. # 020 - 1329 -90 z I Boring # FHorizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench hh . 0 -8 10yr3 /2 none scl 2mgr mvfr cs 2f .4 .5 k`.<< 2 8 -24 7.5yr4/4 none sl 2mgr mvfr gw if .5 .6 Ground 3 24 -90 10yr4 /4 none co s Osg ml na na .7 .8 elev. 99.3 ft. Depth to limiting factor +90" Remarks: Boring # it:; ,_::., 1 0 -9 10yr3 /3 none sl 2mgr mvfr cs 2f .5 .6 `? 4 2 9 -40 7.5yr4/4 none co s Osg ml gw na .7 .8 3 40 -83 10yr4 /4 none ms Osg ml na na .7 .8 Ground elev. 98.0 Depth to limiting factor +83 Remarks: Boring # 1 0 -9 10yr3 /2 none 1 2ms bk mfr gw 2f .5 .6 S`= 2 9 -34 10yr5 /4 none sicl 2msbk mfr gw if .4 �.5 3 34 -38 7.5yr4/4 none sl lmsbk mfr gw na .4 .5 Ground elev. 4 38 -84 7.5yr4/4 none co s Osg ml na na .7 i.8 99.0 ft. Depth to limiting factor +84" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) � STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Greenwood Enterprises, Inc. New Richmond, WI 54017 MPRSW -3254 SE4NE4 s24- T29N - R 19w (715 }.246 -6200 lot #11- Wyldood phase 2 f N 1 =40' BM.= top of 2" pvc pipe @ el. 100' Alt. BM.= nail in Elm tree C el. 99.05' This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the system nay or may not be as shown, as permanent lot lines had not been established at the time of the test. 03 1 Z Gary L. Steel 4 -8 -98 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address 5 �1 ` �►' ` Gr ' , ;I q Ili Property Address (Verification required from Planning Department for new construction) City/State �UJS-� N W -� Parcel Identification Number LEGAL DESCRIPTION Property Location %., , %,, Sec. a , T -R__W, Town of Ll 4 4 CP Subdivision WT ScoG1 Lot # � . Certified Survey Map # , Volume , r , Page # Warranty Deed # ! , Volume 3y `� , Page # SS Spec house ❑ yes X no Lot lines identifiable 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 master plumber, 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 113 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 y xpiration date. NATURE 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 descr4dabove, by virtue of a ty deed recorded in Register of Deeds Office. /0 GN TURF 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 a 1.1:x,1 pi 5 )4 584089 Document Number WAR DEED This Deed, made between Greenwood Enterprises, Inc., a Wisconsin c ion, Grantor, and Jason J. Bouc'-ard and Tammy L %uchard, husband and wife as survivorship marital property, Grantee. Witnesseth, That the said Grantor, for a valuable consideration JU 3 1 19J8 � of one dollar and other good and valuable consideration conveys to Grantee the following described real estate in St. Croix County, State 12:40 P of Wisconsin: Recording Area Name and eturn Address 4' (Parcel Identification Number)„r y' x Lot 11 of the Plat of Wyldwood 11, filed in the Office of 0 Register of Deeos for St. Croix County, Wisconsin td on May 27, 1998 in Volume 7 of Plats, at Page 20, as Document Number 579816. j.` TRANSFER FEE This is not homestead property. Together with all and singular hereditaments and appurtenances thereunto belonging; L And Greenwood Enterprises, Inc., warrants tha; the title is good, indefeasible in fee simple and free s and clear of encumbrances except easements, reservations and restrictions, if any, of record and will warrant and defend the same. ..:. Dated this day of dare, .998._ GRF`N,WOOD ENTE RPRIS�S, INC i t ,a • 'James E Rusch, its president CrfjCENWQQ. Ef�PTERP 1 �iC. • J • Mary R. F tsch, is ;ecretar ' AUTHENTICATION ACKNOWLEDGMENT,: Signature James E. Rusch, its president STATE OF ST. CR OIX ST. CROIX COUNTY Personally came before me this Y; day of Jwww -- 1998 ' the above named M R. Rusch. its secretary to me x L ; authenticated this ^ day of Ju 1998. knowp be the pers n(s) who executed the foregoing instrur nt and ac wledge the same. „ ( x � _ , e ' fro/ type or print name ._ Brenda I }�g ✓ _ et r`� Type a• print name ( I !�y r <.. ✓1 Notary r LIh1IC TITLE. MEMBER STATE BAR OF WISCONSIBtate in NVIsCorNdtbry Public St. Croix ounty, Wisconsin . 4 Ill not, My ccr^^ .: «tor. �s per anent. (if not, state expirat of, author.zed by 4 706.06, Wis. Stat�.) date: J / xA fiI * 1t A THIS INSTRUMENT S O F aFTED BY Lois A. Murray, Zllz, Estreen & Ogland, LLP 'Names �f perscns signing is a y capacity shoutd be typed or 304 Locust Street Hudson, WI 54016 pnntecl bele.v their signatures. , c. 4 v j ISigna[ures maybe authenticated or acknowledged. 8otr are not = K � necessary.) nf„Tr �^ = •a�rssmnels C.•rGU Fx+c a�.• .+ro-a� &C- � _�: , � +�� -E NV Corner of th, SE 3 of the 502.22' 409.00' 95.00' 322.00' OUTLO 2 13 2.100 ACRES z z z *Wl AC S 1. W a °. o 212.598 S0. F T. ru to 91.459 S0. FT. y 14 a b, + % ti W $ u . o °° H ) o & =25'25'51' m '. S O • o �= R= 233.00' 3.32 ACRES C N 4: ARC-103. 144,930 SO. FT. CHORD-102-57' &•44 _6 ° 1 N 76 E R- 23300' xf _ E rn 2.193 ACRES CHORD 1'375.1 - � - _ - ' S CHORD 175.14 95.514 S0. F7. - 1-- 111 •51• E 385.14' S 68 N 89 N 36.50 44.49' - 30.65 _ - _ 133.92 60 'A li / 2`i 80.99' o N 89'25'51' E 474.57' 58.377 SO. FT. 1 ` p =a • 1.34 ACRES ^ - ° � R =1( C? `� / /' /A / a - ❑UTL ❑T N 89 E 474.64' ,� ARC $. 169.64' CHO ` f c Y J `)' S 6 L / oo' �• / / 14.91' 8 N89' SPE �. _. R =167.00' A 59 �3. / N 6 , 0 �� / 89'25'SL' E I 105.00 ARC 125 ` `` \\ CHORD =1 .69' .s S 68'29'36' E 00 6 =25 25'51' IW I o o & =43'50'52' / R=I67.00' ° r n W N b w R =233.00' ARC - 178.31' ') Y[1�Pl�y a0 / CH ARC=71.12' i <v�i : w ° h . BE NCH MARK CHORD-1 R ❑AD CHORD-73-52 W S^ 15 u ,29, to 8, 19968 N 76'42'55.5' £ = Q= ± 2.539 ACRES ' C S 68 v) w sb N uo,607 SD. FT. OUTLOT 4 r'1 (AREA (AREA EXCLUDIN7 P - a 9 o 2.821 ACRES .O g I EASEMENT +82.782 SOFT. 3.731 ACRES OR LIT o N' 122.897 S0. FT. �r % .$ 1.90 �.) 162.538 SOl FT. (ARE EXCLUDING POND ESM'r • ,� m 119.715 S0. FT, OR 2.ne AC,,, I ts 589'42'30 105.00« S 613.00' 1 . 531A2 1 12 58 rl S89 305.00 m e �0' Y0 � ' m N 89 E " 107• z w N 423.32' 8 �:° o Po N 89 E 839.12' cN 89'50' E 8369') ru 0 , w W Vd 512. Poge 154 c \ .O 0 rn In o 'o Z UNPLATTED LANDS A V W o A a w n >�s ° -- - - - - - -- $ A 10 �,;. I c�c L E G E N D N o c m 2.189 ACRES �a'i�.` N.. m C SECTION CORNER MONUMENT FOUND - -ALUMINUM CAP 95,360 SO FT. N (AREA EXCLUDING POND ESN'7.: o N 6 2• IRON PIPE FOUND .0 82.1.6 SO FT. OR 1.886 ACRES) t , s ^) c w w m� I IRON PIPE FOUND o °• N 99'42'30' E 4 i v y 1 •2 _} EXISTING FENCE o 424.33' I - -- - Ui1L1TY EASEMENT--WIDTH SHOWN IF OTHER THAN 12' 6 W �J °- - BUILDING SETBACK LINE - 50' OR 100' AS SHOWN _ N u 9 I rUl p O 2'X30' ROUND IRON PIPE WEIGHING 3.65 LBS PER FOOT, SET 0 57 I A I f i ALL OTHER CORNERS ARE MONlA4ENTE0 WITH 1'X24' ROUND _ - 2.256 ACRES o: IRON PIPE WEIGHING 1.62 LOS PER FOOT 98,257 SO, FT. I LA SW Corner of Outlot i N ALL ELEVATIONS ARE REFERENCED TO USGS. 1929 ADJUSTME' OD BENCH MARK )4 25'22'47• a PROPOSED DRIVEWAY LOCATION - ACTUAL DRIVEWAY PLACE ME 1014.82. ESTAB. W 426 98' N 89' '3 ' E JULY 8, 1996 1 6 00' WILL BE DETERMINED BY TOWN BUILDING INSPECTOR. DO t= r =NO FILLING OR GRADING W17-IN EASEMENT AREAS u SOUTH LINE OF - - - ° o OUTLOT 1 / Cl CY 0'00' V> PREVIOUSLY RECORDED DATA r SCALE FEE'. m 200 30 � O 0 100 0 4 O IZ S Ili a. i x '036.7 1025.3 l �• X 1032.4 ( 1022.5 i r f . .®' Ic a ?y y Rr ' 009 1 I I i I I u x (�� II DE ' f CaN AT tvA URA 1 0 W j ► AZ A 992.7 I_ N - 7 \� 1028.4 t J ,� x x d) ` 0 ' 1027.! u 1 Ilt \\ t �O%YO