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HomeMy WebLinkAbout030-2012-50-000 o , 2 �7 � � @ � b ] � � ;2o tic . } {2k � .2 \kf <.o � R L � E �/ z & \) � LO k R } m n w z \ §) b . o 0z 2 °S k 5 § £ 2 7 /k E \ 2 ik� ] / e 0 ID co m ' g E § k / S \/@ 3$# kf\ j to .. k . Q § .. 0 2 ° © © k ~ 6 R C k a X 2 2 . . # � § 2 < U) ■ U) _K £_ j & & & (L D " ) 2 a 2 IL \ -� U) _j - - $ v ®S8 2 § / ® o E § § S ■ _ T I . @ a 0 2 a � � f \ k k 4» m m � � © , • �_ �� > § ° § 75 ƒ . . 2§ R j f§ f 2 a f a m e § 7\ )/) 2 k k « L IL » CL O $ 'c k a § J d 2 2 � 0 STC - 104 :mow . AS BUILT SANITARY SYSTEM REPORT 'OWNER IV UG4 -- Sit� -C ADDRESS 1 2- 2 - ! 1 - 9 ,7 5 5 L/ Ie -�' ff vf9s19,-2 Z,( SUBDIVISION / CSM # C�37O '" �` f / d' • f � LOT. # / A JQ � SECTION 3 5; T 30 N -R W, Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM C A \ p��Gl A INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. . 1 At / DOS O BENCHMARK: s/y • ' Lie /" y� �- ifavS� S /l�i:� /oa• ALTERNATE BM: 1 * n�rt r•,ri+WU mT_ ON .. SEPTIC TANK / Manufacturer: ? • Liquid Capacity: � �.3 �- Setback-from: Well House Other Pump: Manufacturer Model# Size Float seperation Gallons /cycle: Alarm Location f / r •:SOIL ABSORPTION SYSTEM or Number of trenches Z ' Width: 3 Length . �- 775- Distance & Direction to nearest prop. line: Setback from: well: House 7 0 Other e ELEWLTIONS d f l • 7 YC ST outlet 7 ` Building Sewer ST Inlet: __ PC inlet / PC bottom Pump Off Header /Manifold Bottom of system Existing Grade_ Final grade DATE OF INSTALLATION: PLUMBER ON JOB: 2.2-CB LICENSE NUMBER: 3 --7 57 /' INSPECTOR: ��Vl V -74 3/93:jt • Nom' 3 . I 13 MOM I(� 6Pce O F' I e' S /f� /'V G- y � qi-�� �pQ. Co to e lf '51r, S, T' ► ►' ( ' O gs, lob °� /,'/ O D ff VEV b �/°/ q. 9 S 7 •"' RED" -'�fl�� ` � ..; MAY Ibricht Associates d ' 71 Private Sewage Con sultants , ST CROIX 655 O'Nell Rd. � 00i11VTY Hudson, Wis. 54016 c' ,. INGOFFI v AS 13ol o VAS00fsi"Departmentof PRIVATE SEWAGE SYSTEM County: Safety and B Rio" St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary PermitNo.: Personal Information you provide ma be used for secondary purposes (Privacy Law. s.15. (1)(m)). 384137 Permit Holder's Name: City CI Village own of: State Plan ID No.: anderwerf, Bruce /Laura St. Joseph Townshi CST BM Elev.; Insp. BM Elev.: BM Description: Parcel Tax No.: x 6D .o / I 1 00 .a � CST BIB* f 030 - 2010 -50 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 3 -30 1 ;• so r ° 0D , O Dosing Alt. BM Aeration Bldg. Sewer 6 o • Zv Holding St / Ht Inlet , $$ O t: -, 4Z / K SETBACK INFORMATION St/ Ht Outlet -3° R7 -M r TANKTO P/L WELL BLDG. Ventto ROAD Ut Inlet Air Intake Septic 91 NA Dt Bottom � Dosing NA Header/ Man. Aeration NA Dist. Pipe �; o r Holding Bot. System ' Z �.o PUMP SIPHON INFORMATION Final Grade M ufacturer De nd St cover Mode umber Gt, Rje,G t k � - • (off S• 1 TDH Friction S tem TDH t remain Length Dia. Dist. To weli 1 F SOIL AB ORPTION SYSTEM QL�\ CIL TRENCH width r length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIME IqS' 6Q • 2 1 I o � M an C SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING �'� ur -7r INFORMATION Type �� > r 1 (oD / ��' OR UNIT R M P e Num er: System: 4/ • } _C aG DISTRIBUTION SYSTEM Header / Mam Id� Distribution Pipes) x Hole Size �Hole pa cing Vent �o Air Intake Length�J Di pacing �� 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.) Inspection #1: b5 /01 Inspection #2: Location: 1229 1229 Bass Lake Rd., Hudso , WI 54016 (NW 1/4 S 1/4 35 T30N R19W) - -Lot 1 1.) Alt BM Description 2.) Bldg sewer length = V. •ti - amount of cover= 1 31 ��- q., •- ( � � �� e✓ B. oS �� � As -�� Plan revision required? ❑ Yes No Use other side for additional information. S80 -6710 (R.3f97) Date Inspectors Signature Cert. No l Z29 &4-.Ss L 4t& ZDA68 Sanitary Permit Application safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. VAR See reverse side for instructions for completing this application PO Box 7302 iseonsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce , (Submit completed form to county if not II ri vacy Law, s. 15.04(1)( I state owned. Attach complete plans (to the county copy only) for the a er n 8 -1/2 x 11 inches in size. County / Y n f ey State Sa itary Permit Number ❑ Chec j�fit ion to*Vio apph n State Plan 1, D. Number + 38? 13+ t I. Application Information - Please Print all Information ocation: Property Owner Name y� /� w` ' ,roperty Location FD C� ut rN 44- / u A� /� �' p 1N �LL1 f: f X d IA SG U4 S T30,N, R o w Property Owner's Mailing Address Uv s '-o r tLot Number Block Number City, State Zip Code Phone LdnVert r " Subdivision Name or CSM Number //PRO �� . sy��� (�� f esA 63 7 0, ?7 II Type of Building: (check one) ❑ City A 1 or 2 Family Dwelling —No. of Bedrooms: ' �S ❑ Village ❑ Public /Commercial (describe use): Town of ❑ State -owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road /3 dss L /� Je• P . A) 1. New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Numb System Tank Only - Existing System b,3D' .20 a • J" • 06 B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) X Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip�Line ❑ At - grade 3 1 x (off r ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: p (� � S. 0 V Dis ersaVTreatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) ?4",0 ' Elevation LSD 3`�� - 3 ?� s�f� r2 (• .0 9 3D �7, VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing /? crete structed Tanks Tanks /mss YJ ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): 1VIP /MPRS No. Business Phone Number �o130r 21101 2ZCe3'7S ��S•3��•�i�5 Plumber's Address (Street, City, State, Zip Code) V Co d ' /U�(G �� /l/ ASd VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss 'ng Agent Si ature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) Determination �B • 21 2� IX. Condition A p rov /Reasons for D'sapprovaL / - �1 n f �t c s c '` 3 P�e�ree�.. Cc 5 S4e . I"� 2 �e tRa�Q -,LA- oe.A1 s i ZZA %, rwtn - t " ( s tn/tod2 (�11 -I fl 1 ��c�e�n,t tO e e�(c C _0 M ' c �-tS r•ec,�.,. a�i eats . s �! �° l . W SBD -6398 (R. 07/00) 7 vt5�te E-t4tl� �.?� Cuv. ve n a t v.. G Q vy v x� �o i5� o M 8 a �tpticht & Asaoclates $ewa6e td �onsvltan prlvat, 911 F. 655 0 Wis 5401 I , Hudson• 9 ')� X31 S � / _ �. o� .sal � - /D 0• D w/ Pl� ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 neg. Designers of Fngineering Systems 715- 386 -8185 Private Sewage Consultants PROJECT INDEX PLAN ID # DATE � OWNER / ME ? L,�U/P� (/iQ•VOL�i�� PHONE 5'17 ADDRESS / a 2 y 197IS5 441 l A20 ' 1 / al Sao LD1 • `_ /` LEGAL DESCRIPTION TOWN OF Sq COUNTY ST e'�Mdi' < CSTM - 7 DM MY ISO,) LOCAL AUTHORITY/ SUPERVISION S � (�' x L) A pt , PROJECT DESCRIPTION! 4O V S71 O C J 1 d ,0 G r 4 /'eaAa seW 3 >P �►% 71 60- , 7 - /�DI' =�, Z , U` U Ulbrlcht & Associates Privats Sewage Consultants 666 O'Nall Rd. Hudson, Wis. 54016 Pg.l INFILTRATOR SIZING WORKSHEET P9.2 SYSTEM PLOT PLAN VIEWS P9.3 CROSS SECTION OF SYSTEM, WITH ELEVATIONS. Pg.4 n n of it n n Pg.5 ZABEL FILTER & MANAGEMENT PLANS. 111is dpsl. tl r o t or 1.nRF a l l.a ; lion Ls based entirely on measurements, elevations, landscare condltl.ons (Slopes el;c.) and soil Suitability provided by CS1M 2,1 � or the hrcur.hry of tits specs, as repotted of , shall remain the sole responsibility CS'lTi. Any use of this POWTS design ty any licensed plumber, or any related unlicensed parties or persona ( shall not be construed as an assum the designer for the workmanshl p tlo excavatere, laborers) n of responsibility by connt substituti or selection of any • components inot specified, or any assumptions by the plumt that any unspecified components ate state appr or proper, or the effects of poor judgement Iloilo) oils) by working under adverse damaging Weather conditions (wet /frozen any Ruch parties or persons. V c� O � o v J Ln - - - -- V 1 w W o � a A i l� to Ivo. tnT r i i 5 � �5T o r J�1� ti 1 � Ulbricht &Associates e Consultants Private ell 655 0 N Wls, 5406 Hudson ? 63 1 S � l w P l�aty �Pi�/��3 �� - /D �• D I,0 C 101N 2 PR ; 4. �... 9y b CIVo SS SECTioA) O/C L 7e 7-� Cyf��lC/ry Sic T'r'o �9Pf'�Ll� UA-v 7 - 1 U.v %vsp�cT�ov .yiN. iff 77 o sy�T,Em I3- D OWNER's MAINTAINCE OF SEPTIC SYSTEM Pg. 6 Continued. POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of this system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling authorities. SPECIFIC CONTACT AGENTS ST A j x 6 'y-,ZQAV I A) 6 * Governmental authority/ inspectors: PI' 3 /-/- * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: r * Licensed servmce / inspection agent other than installer: - /, © v -v r/ SIIV /7 t1d.J . �'v /q4(2/1y&vL--, * Electrician, for pump, electric controls, wiring units: IMPORTANT OWNER MAINTENANCE REQUIREMENTS 1. Winter traffic (sledding, shovelfing, etc.) across the mound area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Discontinuos use in the winter (a vacaction trip, resulting in no water use) can also lead to freeze ups. 2. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This system was designed for a maximum wastewater flow of gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload and destroy this system. 4. If a power outage occurs, or a pump fails, it may result in a temporary overload of effluent being pumped into the I i cell, which may adversely impact the cell (leakkge). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover (the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the system beneath IS NOT sufficient alone t0 maintain a grass cover. 2 �j 6. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorporated nAD into the system: on the mound basal area (effluent level inspection pipes), cleanout terminals on the pressurized laterals, i - for flushing and cleaning the laterals out. TW fr ' syst in the tanks (via a locked above D U ground cover /manhole). Only a licensed properly qualibied f person should be performing this work which involves health & severe safety risks. Evidence of effluent ponding in the system's treatment cell shall also be regularly inspected. wisrnnsin Department of Commerce SOIL AND SIT_„ EVALUATION Div7sion of Safety and Buildings �' Page of Bureau o Services in accordance with 1 l�Mf $3.09, Wig. Ad Code 1 "56 Attach complete site plan on paper not less than 8 1/2 x 11 inches in g1e� County Cro include, but not limited to: vertical and horizontal reference point (130); _direction and `" percent slope, scale or dimensions, north arrow, and location and dptanae to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all inform U n Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy L w S."15 Property Owner Property Locatiofy c h c 4 ro w r% Q r k C U n tr W er uR I.o t 1 /4 5 1 /4,S T�C7 NR La i f(� Property Owner's Mailing Address Lot # I Block# Subd. Name or CSM# f - 7 b� IZ 4 L �1a — row () UFN fr City State Zip Code Phone Number ❑ City El Village � Town rest Road N &son "S�Lat� (7 1 5 � I•I S� y - a k RS rV New Construction Use: Residential / Number of bedrooms Addition to existing building Replacement Public or commercial - Describe: Code derived daily flow 0 gpd Recommended design loading rate 4' bed, gpd/ft f ` trench, gpd/ft Absorption area required j j bed, ft SG trench, ft Maximum design loading rate 1 bed, gpd/ft m — 6 trench, gpd/ft ( Recommended infiltration surface elevation(s) 5 t 9"s ft (as referred to site plan benchmark) Additional design /site considerations `` <= 01a /1 Parent material �S o v e it 0 "t t„j p s Vl c Flood plain elevation, if applicable � It S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system I ❑ s EI ❑ S ❑ u ❑ s ❑ u I EISO U ❑ J EJs El SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench -2? t r ql(p -- std .2rnSbk r' 0— Li 1 , Ground 3 7• 7, r �p S 1 f'1 S(Jt-� M U r �. i.J , 7 , g elev. , Depth to limiting ; y factor ! fir in. Remarks: Boring # 1 rJ -1 ID t' 3�3 — �► I 2chsbK i^r't�r C1,.1 2 � f 5 ► (o -a $ ►o r q (, — S1 I i rn sb K Mn 'r C', w I 3 28-33 75Y Sf 6 1s AM Sb K Mvfr CW ,7 Ground � ' r /Q elev. q & ft. Depth to limiting fa for ' in. Remarks: CST Name (Please Print) Signature Telephone No. - °�-- 71 S . � c! 4 - , cl Addr I i 1,Qt (�l`ic�nt)�� W � Date ��w�'C'!1 C 2.27 IS7 SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 / 3 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench g 3/ 3 5 1 2, r,S6V ��� CIO Z rn Pr Cam t 5 Ground e t 1V� etJ 9 .81.ft. 7.Sy r , ,$ Depth to limiting c& 4Z . s S p -k- io r.. fa Remarks: Boring # f: a 0-S lu r3 3 5th 2r'1S�K r'lfr �� 2 S .b Z — g 2PIS 8 r- L) ,5 .� 'r A Msbk r V r c LJ - .7 � �} Ground �S '�Q v — S 6 rn — — 7 elev. �ft. Depth to c 9 �• 0 limiting `Z; o'f S ` fa � for - T in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # _ o 1 r 1 /3 S t I`1 S b 1-4' tobr' ' — S lzm Mj -�r C� 5 � 3 � r 6 — s OS n, 7 Ground elev. Zft• i Depth to a� q • 0 3• limiting 2 `f bq 2� `f52 .zy factor >JP - Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) ENV 0[5 1432120' STREET, NEW RICIMOND, `'WISCONSIN 715- 246 -2454 Tom Nelson Certified Srn7 Tester 227387 --- Registered Sanitarian SR00713 L Q>rowN /�t' l e nt 2. r'� Q h S 35 T R ci t3y I 19 � R 11 cQ y T �5 267 115 Q► qy.►� 4y g9�17 ,./ SCALE 1" _ � d Tom N n ✓RM 1. ljaSe 6� f2cl. C @��.r w/ u, i�0� r ba rn 10 0 , . _8M2 ST CROIX COUNTY SEPTIC 'TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM 3g V 1 � UCH Owner Mailing Address �� Property Address (Verification required from.Planning epartment for new construction) l City/State Parcel Identification Number d 3 fg L Z' ✓ � LEGAL DESCRIPTION Property Location NW '/+ ' S� 3 S p y /�, Sec. , T�N -R 7 / G W, Town of Subdivision , Lot # Certified Survey Map # _ 6 3 -709 7 -,Volume , Page # ' / 0 Z / Warrant Deed # (03 l sg � 33 z Warranty Volume Page # O g 4 Spec house O yes l no Lot lines identifiable yes O no SYS'T'EM 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, restricted plumber or a licensed pumper verifying that (l) 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. 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 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 APPLICAN'f DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) 9m (are) the owner(s) of th roperty de xibed above, by virtue of a warranty deed recorded in Register of Deeds Office. 1 4 T/ r . t:' 2 / 1 q / SIGNATURE OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed p ' .' Vlt. '�5o4PAGE 332 s3si�� STATE BAR OF WISCONSIN FORM 2- 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED RE OF This Deed, made between Ray G, Brown and Eleanore J. Brown, RECEIVED FOR RECORD husband and wife 02 --U -2001 8:00 AM WARRAMTY DEED EXEMPT 11 Grantor, and Bruce M. VanDerwerff and Laura M. VanDerwerff, CERT COPY FEE: husband and wife COPY FEE: 2.00 TRANSFER FEE: 36.00 RECORDTNG FEE: 10.00 PAGES: I Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described Teal estate in St. Croix County, Slate of Wisconsin (if more space is needed, please attach addendum): Recording Area That part of W %SE' /, and NE' /.SW` /4 Sec. 35- T30N -R 19W described as Name and Return Address follows t i f Certified Survey Map recorded in Vol. 14 o f Certified Bruce & Laura VanDerwerff IF Survey s, page 4021 as Doe. No. 097 790 County Road E Hudson, W154016 ti , 1• 03 - FOIL _ -3C_-0 O o Parcel identification Number (PIN) This Is not homestead property. (is) tilgak Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. 7 - � v 2001 Dated this � day of �e. f � N N , * Ray . Brown * Eleanore J. Brown AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ) ss. 54 C if p 4 X County ) authenticated this day of Personally came before me this 7 day of T b 0 —4 _ S 2001 the above named Ray G. Brown a d Eleanore J. Brown, husband and wife * TITLE: MEMBER STATE BAR OF WISCONSIN tom owo' f pa ftn(b o executed the foregoing (If not, inst ent$rib led , th6.same. authorized by § 706.06, Wis. Stats.) Q .r THIS INSTRUMENT WAS DRAFTED BY * t(t g- Attoruey David J. Estreen Notary Publip, t9te of Wi3cons1rt 304 Lucust Street, Hudson, WI 54016 My Commisslq fiy petmaneti,.'(Tf not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) Inlarmatbn Profettlonalt Company, Fond du Lac, WI ' Names of persons signing in any capacity must be typed or printed below their signature. eoo -655-2021 STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 .1999 I A FILED l JAN192001• 1 o,0 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1 14 OF THE SE1 14 AND IN PART OF THE NE 1/4 OF THE SW 1 /4 OF SECTION 35, MON, R 19 W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. N1 /4 CORNER SECTION 35 OWNER 1 RAY BROWN 1218 CTY RD A x o 3 HUDSON, WI 54016 n %D f`7 p v N C Q z Lu N = W ' ° o ° UNPLATTED LANDS wr= OXl o m ------ - - - - -- CL U a 2� OWNED BY PLATTER Z g ay I -------- ----- a S89 "W 309.55' LL �=0 3 Z00 uj `N m N I ul 0 I cn 164 ACRES a� 3. Z = V) 6� 137,832 SO. FT. Q I N Q A �I O 1 B ❑RINGS ca I �I w • • 1 �I � o q 1 01 LEI 6 ? . It N I ' 1 Q l ' 3 q I I w �I J I N = LET 1 N w ,,I Q Al 47% o h l ql q-I Z W I z �i 1 u p I X101 y 115.76'S •29'02 "E 309.72' 293.96'– N 2 X SOUTH LINE OF THE NW1 /4 OF THE SE1 /4 Z 0 J W H � a 1 33' 33' UNPLATTED LANDS OWNED BY OTHERS o z --------------------- a Z LEGEND u a ALUMINUM COUNTY SECTION CORNER ne w MONUMENT FOUND Z a W I 0 1" X 24" IRON PIPE SET WEIGHING �D p� 1.68 LBS. PER LINEAR FOOT b Of Li a i D�iQ 100' ROADWAY SETBACK LINE z J O 0 Ch J o Z I X— X EXISTING FENCELINE vi ® 1" STEEL SURVEY MARKER FOUND ° z S1 /4 CORNER SCALE IN FEET 1" = 100' SECTION 35 100 0 100 200 300 THIS INSTRUMENT DRAFTED By MICHAEL ERICKSON JOB NO. 99 -104 DATE: 12/17/99 Vol.14 Page 4021