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HomeMy WebLinkAbout020-1090-30-100 ................. ST. CROIX COUNTY ZONING DEPARTMEN AS BUILT SANITARY REPORT Owner Address y City /Stat Legal Description: Lot _2_ Block -- Subdivision/CSM # "'T -' '/4 '/4 , Sec. Z , T.9 N -RAW, Town of PIN # - y Gy�o- �-tdtd SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION Tank manufacturer Si I / Setback from: House AP ' WelW,,�,c P/L Pump manufacturer eto G 6 Model e'A 7 Alarm location 5WA- - ?r (HOLDING TANKS ONLY) Setbacks: Service road Ven to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM r sue; �3 -zr Type of system: 7 / - Z ,-r, - ^ , C Width 3 Lttgfh ' Y Z Number of Trenches Setback from: House >, �A2 Well �_ P/L g_V / Vent to fresh air intake > 400 ELEVATIONS Description of benchmark Td IP D Zw C* &!�, Elevation Description of alternate benchmark Ta 9 Elevation X,46 Building Sewer 73, 3 ST/HT Inlet 7z.1f ST Outlet PC Inlet PC Bottom Lf, ;4 Header/Manifold IV. t1 Top of ST/PC Manhole Cover ?Y / Distribution Lines ( ) ( ) ( ) Bottom of System ( ) q' S�• 9d' l ( ) Final Grade Date of installation /Z l t / / Permit nu r 5 3 D State plan number Plumber's signature License number 22 re �G Date 2 !. l Inspector Complete plot plan or i 6 NOTICE: Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. ?Sn` PLAN VIEW y o jcr e 8A # S INDICATE NORTH ARRO C Goulds Submersible Effluent Pump 3885 EIIIW,N Mq CANADIAN STANDARD ASSOCIATION sp APPLICATIONS • Three phase: Y2 HP – FEATURES Motor: Fully submerged in HP 200/230/460 V 1'/2 , high -grade turbine oil for Specifically designed for the Impeller: Cast iron, semi - 60 Hz, 3500 RPM. Class B lubrication and efficient heat following uses: insulation, overload open, non -clog with pump- transfer, • Homes out vanes for mechanical seal Farms protection must be g Desi ned for Continuous provided in starter'unit. protection. Balanced for Trailer courts • Shaft: threaded 400 series smooth operation. Silicon Operation: Pump ratings are , • Motels bronze impeller available as within the motor manufacturer's Schools stainless steel. an option. recommended working limits • • Hospitals • Bearings: ball bearings can be op6ated continuously Industry upper and lower. 9 P Casing: iron volute without damage. • • Power cord: 20 foot type for maximum efficiency. Bearings: Upper and • Effluent systems standard length (optional 2" NPT discharge adaptable lengths available), for slide rail systems. lower heavy duty ball bearing construction. SPECIFICATIONS Single phase: 1 /3 and V2 HP Mechanical Seal: Silicon Pump: _ –16/3 SJTO with three carbide vs. silicon carbide Power Cable: Severe duty rated, oil and water resistant. • Solids handling capabilities: prong plug. 3 /4 -1'/2 HP sealing faces. Stainless steel 3 /4 " maximum. –14/3 STO with bare leads. metal parts, BUNA -N Epoxy seal on motor end • Discharge size: 2" NPT. Three phase:' /2 - 1'/2 HP elastomers. provides secondary moisture • Capacities: up to 128 GPM. –14/4 STO with bare Shaft: Corrosion- resistant barrier in case of outer jacket • Total heads: up to 123 feet leads. On GSA listed stainless steel. Threaded damage and to prevent oil TDH. modelt – 20 foot length design. Locknut on three wicking. • Mechanical seal: silicon SJTW and STW are phase models to guard 0 -ring: Assures positive carbide -rotary seat/silicon standard. against component damage sealing against contaminants carbide - stationary seat, 300 on accidental reverse rotation. and oil leakage. series stainless steel metal parts, BUNA -N elastomers. • Temperature: METERS FEET 104 °F (40 °C) continuous 90 140 °F 60 °C intermittent. SERIES: 3885 SIZE:'" SOLIDS • Fasteners: 300 series 25 /,ao E1 RPM: VARIOUS stainless steel. _.._. -_ __ .._. _ _ -. _– --► 5GPM ..- _.__...._..-- _ -- * of running dry 70 E1 5FT without damage to 0 20 _. -._ __. _ _- — components. 60 Eei Motor: 15 50 • Single phase: 1 /3 HP, 115 Z or 230 V 60 Hz, 1750 RPM; 0 40 E 0.1 H /2 ' HP, 115 V, 60 Hz, 3500 RPM; '/2 HP —1'/2 HP, 10 30 230 V, 60 Hz, 3500 RPM. 20 e Built -in overload with 5 automatic reset. 10 Class B insulation. — /JJ ` 0- 20 30 50 60 70 80 90 100 110 120 130GPM 0 10 20 30 m CAPACITY G'l O 1994 Goulds PUMPS, kk. Effective May, 1994 11 83885 PAR'TS Goulds Item No. Description 7 Submersible 1 Impeller w ".... 2 Casing Effluent Pump 3 Mechanical seal MODEL 4 Shaft 5 6 5 Motor q 6 Bearings - upper and 8 3 lower 3885 PP Power cable O-ring 1 2 MODELS PERFORMANCE RATINGS (gallons per minute) Order No. HP Volts Phase Max. Amp. RPM Solids VA. (lbs.) WE0511H WE05110H Order WE0512H WE9712H WE1012H WE1512H WE0512HH W15121111 WE0311L 115 9.4 WE0538H WE0739H WE103811 WE1538H WE0538011 ".11538HH WE0312L 230 4.7 No. WE0311L WE03111A WE0532H WE0732H WE1032H WE15321i WED532149 'VE1532HH 1 / 3 1750 56 WE0312L WE0312M WE0534H WE0734H WE1034H WE15UH WED534H 'M 534HH WE0311 M 115 9.4 1 HP i / 3 '/3 '/2 3 /d 1 1'/2 ' /2 1'/2 WE0312M 230 4.7 - WE0511H 115 13.0 RPM 1750 1750 3500 3500 3500 3500 3500 3500 WE05121-1 230 6.5 5 - - - - 60 WE0538H 200 3.9 10 80 65 - - - - 56 84 WE0532H 230 3 3.4 1 15 60 57 69 90 104 128 53 82 WE0534H 460 1.7 20 36 45 60 83 98 122 48 77 115 13.0 WE0511HH '/2 60 25 25 50 76 92 116 45 75 WE0512HH 230 1 6.5 30 38 67 85 109 40 _ 72 3 WE0538HH 200 3.8 35 26 58 78 102 35 70 WE0532HH 230 3 3.3 ° 40' 15 47 70 94 30 67 WE0534HH 460 1.65 45 36 62 86 25 64 WE0712H 230 1 10.0 50 25 52 77 18 60 WE0738H 200 8.2 = 55 17 42 67 12 58 WE0732H % 208 -230 3 5.4 60 8 32 56 3 54 WE0734H 460 2 .7 3500 F 65 21 46 51 WE1012H 230 1 12.5 70 70 11 35 47 25 43 WE1038H 1 200 8.1 S0 15 - 40 WE1032H 208 -230 3 7.0 90 - 33 WE1034H 460 3.5 100 °- 24 WE1512H 230 1 15.0 110 15 WE1538H 200 10.6 120 5 WE1532H 208 -230 3 9.2 WE1534H 1 % 460 4.6 80 DIMENSIONS WE1512HH 230 1 15.0 WE1538HH 200 10.6 (All dimensions are in inches. Do not use for construction purposes.) WE1532HH 208 -230 3 9.2 D' %3,'/2, 3 /4 and 1 HP =15" WE1534HH 460 4.6 except for model WE0712H and WE1012H = 18 ";1'/2 HP =18 METERS FEET 120 MODEL: 3885 SIZE: .1'a" SOLIDS 35 110 `._12'/2 " -_-_ YY 1 MFf 100. _. _._ _. - 30 ° ROTATION _. . 6 2s 80 sc+FM T 2" NPI s To _ _ _ _ e Fr 8Yx" A 20 - - - A so 3;a" 15 50 ..._ _.__._._._ KICK -BACK ) 40 EFFLUENT EJECTOR SYSTEM 10- 30 M Effluent ejector system ( Package Includes: 5 offers ease of ordering Submersible Effluent Pump WE031 IL, 10 and installation. A single 12L or WE0311M,12M, WE05I I HH,12HH Mercury Level Control Switch 0 0 ordering number specifies _._ M !5 (115v), A2-6 (2301n 0 10 20 30 40 60 I 70 80 ' 90 .100 GPM a complete . system designed -`- g Basin A7- 1801S, Basin Cover A8 -1822 o ,0 20 m3m for most residential and Check WinA9.2P CAPACITY commercial sump and Order No.: SK0311L, SWE0312L, C effluent pump applications. SWE0311M, SK0312M, SWEOSt1HH, SWE0512HH. WATER TECHNOLOGIES GROUP SENECA FALLS NEW YM 13848 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. 12 Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count y INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)l. 353104 Permit Holder's Name: ❑ City ❑ Village g Town of: State Plan ID No.: T own of Hudson WT & arry Insp. BM Elev.: B Description: Parcel Tax No.: O rro d <e -�- CST f�lw' 020-1090-30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic _C� 2 S� Benchmark Dosing L-sj Alt. BM zo • �{• Aeration Bldg. Sewer Holding St /Ht Inlet (A S TANK SETBACK INFORMATION S u e TANK TO P/ L WELL BLDG. Air I to ntake ROAD D Air Septic ti S r r f NA Dt Bottom ao, Z` ( g. 3 6 Dosing NA Header / Man. Aeration NA Dist. Pipe .I;- ,�z 4!e•jG Holding Bot. System qe q; q9 Z 950 PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand St cover L f rA� Model Number wco R 2,0 GPM TDH Li q•60 Friction Syestem _, TDH 3p "Ft Forcemain Length 2 Dia. e2 a Dist. To Well SOIL ABSORPTION SYSTEM ( _,,, .� E.t•� �►s �« .QO�c�cA . B5a/ ENCH Width / C;� No. es P No. Of Pits Inside Dia. Liquid Depth DIME MEN I N Man` jactur r. �, SETBACK SYSTEM 70 P / L BLDG WELL LAKE/STREAM LEACHING ` , vt INFORMATION Type O CHAMBER Model Numbgr System: C�AIotN' -t 5 Z OO 7- �'" OR UNIT DISTRIBUTION SYSTEM Header/Manifold a Distribution Pipe(s) x Hole Size I x Hole Spacing Vent To Air Intake Length � S Dia Lengt Dia. Spacing 7,Z &o 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 El Yes 11 No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: IZ/ $ Inspection #2: ! / Location: 676 C.Qttage Lane, Hudson, WI (NEI /4, NW1 /4, Section 32 T29N -R19W) - 32.29.19.374C -10 -' tea+ Coy- - t-- Gds -- Plan revision required? ❑ Yes 'XNo Use other side for additional information. SBD -6710 R.3/97 Date Inspector's Signature Cert . No 1 ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: 3 s q } L = 5 f 5' 4 r SSti t a i § � w ° { e 9 b S ! �x w .h , t t I 1 e f e.. , .,....,.:« ... �...a A.. e.. M..�. .?� ..— .....d. ...�, f P,. °., 6 . .. �,..... t .. ,.t:. F ,. .....�.... .. .,. �.,.,. ..y. ,...{ .,.,_.., ,. ... ..., ».�', ... _.,- �..we. E € � i c { { € i 6 E i 1 € j t y € 1 z E a i I e g 8 4 3 w. r i p ., s ...,...... ..,.._.. .tea.- a i ......._. ... T 6 W a € d I 3777¢ S Safety and Buildings Division SANITARY PERMIT APPLICATION 201 W. Washington Avenue A R.4consin P 0 Box 7302 Department of Commerce In accord with ILHR 83.05, Wis. Ad �- p Madison WI 53707 -7302 lv Cl �- • Attach complete plans (to the county copy only) for the system �n er t less' f gw \ty than 8 1/2 x 1 i inches in size. • See reverse side for instructions for completing this application' statsa �litary Permit Number Personal information you provide may be used for secondary purposes r C revision"fo previoapplication (Privacy Law, s. 15.04 (1) (m)]. W ' ����� �; � ���IX State�Pl n I.D. Number I. APPLICATION INF RMATION PLEAS R4Nf ALL I F RMATI n Property Owner Name vo-Y C L to e d e - ,.4 - PPb' p 1 44 1/4. �, TZ , N, R& E (or� Property Owner's Mailing Address Lot Number Block Number City, State Zip Code one Number Subdivision Name o&Q&4� _kW—>,Z _�n. 111 TYPE F ILDIN : (check one) ❑ State Owned It l Nearest Road lage Public 1 or 2 Family Dwelling - No. of bedrooms � ❑ vi Town OF O E.fZ 40. 111 BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) . I „ ) . �i,1� I C) 1 ❑ Apartment/ Condo /0 ?0 3O "" DD 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. New 2. ❑ Replacement 3. ❑ Replacement of 4. E] Reconnection of 5. ❑ Repair of an ____System ________System_____________ Tank Only______________ Exi sting System --------- Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one)/)W# 0fPAC>�/ Sj' ,#jEw'rA'' Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 Seepage Bed / 21 Mound 30 S pecify Type 41 Holdin ❑ � r7 ❑ ❑ P Y YP ❑ 9 Tank 12� Seepage Trend. .23' tl 22 E] In- Ground Pressure i4�' /= 3f tSOr 42 ❑ Pit Privy 13 []Seepage Pit = 3 jr Y.3. 7s" 43 ❑ Vault Privy 14 ❑ System -In -Fill — — Jl� x.3 /�i _ VI. ABSORPTION SYSTEM NFOIR RATIO Noe 1. Gallons Per Da 2. AVsei Area 3. Aba 4. Loading 5. Perc. Rate 6. S stem Elev. 7. Final Grade y Required (sq. ft.) Proposed (sq. ft.) g Y (Gals/day/sq. ft.) ( n. /inch) Elevation V / .S% © et d -Fose-t TANK Capacit VII. INFORMATION in gallo Total # of Manufacturer's Name Prefab. Con- steel Fiber- Plastic Exper New Exist Gallons Tanks Concrete glass App. Tanks Tanks i strutted Septic Tank or Wakk"9-Tvv1w4+ e) ❑ ❑ ❑ ❑ ❑ Lift Pump Tank 3rW ❑ ❑ 1 ❑ I ❑ ❑ VIII. RESPONSIBILITY STATEMENT e XrW. Y_ ?AWX GA // Z.WAre_ tQ- 7`F I, the undersigned, assume responsibility for installation of th e , 4nsite se system s hown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (No Stamp PRSWNo.: Business Phone Number: P —313' Plumber's Address (5freet, City, State, Zip ode): Sya IX. COUNTY EPAR MENT USE ONLY ❑Disapproved sanitary Permit Fee (Includes Groundwater D ate Issued Issuing Agent Signature (No Stamps) �_.. Approved []Owner Given Initial surcharge Fee) Adverse Determination # S X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11/97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber I INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Division, -608-266-3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufact'urer's name, indicate prefab'orsite constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is,�o fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sigrtapplication form. IX. County/ Department Use Only: X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must- include the following' A) plot plan, drawn to scale or with complete dimensions, location of "holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss;, pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and'F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. aN 3� � ( / • m Wir am{�( a ( ©cl l 0 CL *a M v Z - v l s Ni, - ° �� � � I i ' 1 }} ,� i i ,. .. ,. ______ i r 1 � �� iv �.._ ..._ _ :... _ ._ .. .... a. _ ._....... ..: � .. __ ._..... ..y.__` __ �.`_� w. ._. _ -� 1- _ __ _ .. ._ _ � r.. i I i I i i i ' � .T �. 'r � - ' r � i L •. � i - ': � � I '- I � �. i :.. �.. I ... ... _�_..� � i � i _ I i i i I � 1 - i � i i .. ' j � � I I C I � -- a __._�__ ._._a.. ... ... _.___.�. __.____�. �..— ......_� -_.. � * � � �._�_ �. I i _< 1 i i _ i ` I _ - -.. .. y .. _ � _ �.: _ _ _. �. __ _ . _ _ �. _. __ ... . .. ... _�_._._ ' � � .. I I 1 � i � i � � �I r ._ _ _ _. �_., i i 1 i I I � i i .. I � � i � i I i .. ._ _ .._.__ j .. ._. _ �. ' �__. .. ..... �.... f. _... __�. _. _ _ t ... I ___..� —__ _ _. �. ___ -.. __ � I ! . I I I _ � -. 1 � ' is j I i i I _ _.._.... __r.�___— ___.._ _ _� i J �._. .. _ .._ .. _ � _ _ .. • y _.. . _ _. _ __._ _... _ _. i - ' _ .. � � �' � � I '� I - i ' ..... ' _ .. _ .._ r _..�._..... ._____ _..__ __. .. . _, i i ..�_ -. � i � i � I B Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page _L of Bureau of Integrated Services in accordance with Comm 83.09, Wi Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # so — D _ DO APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot y, C_ 1/4 W 1/4,S ?,Z T o N,R E (oW0 roperty O ner's Mailing Address Lot # Pck# Subd. Name or CSM# L e Z- — wl # ® t/v City State Zip Code Phone Number El City ❑ Village Town Nearest Road L ,❑ New Construction Use: I J K Residential / Number of bedrooms 3 ✓ Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate � —bed, gpd /fi b trench, gpd /fl Absorption area required -- bed, ft 7S0 trench, ft Maximum design loading rate / bed, gpd 1ft trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design /site considerations >FA 0 X 6,9 2 -0 7 7 41Z Parent material Flood plain elevatio , if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system s U J Z S ❑ U Ps ❑ U OS ❑ U I ❑ S U EIS U SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color Mottles Structure GPD /ft 9 Texture Consistence Boundary Roots in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench mom Ground elev. A le- Z ft. Depth to limiting fac or 7 l�in. ' Remarks: C' Boring # Al VFA Gtd 3 4- Ground 7. j `— L C S , el� v. !, , Depth to limiting factoY min. Remarks: — C E1 -2 % S CST Name (Please Print) Signature Telephone No. s /3 - - , s Address Date CST Number • PROPERTY OWNER .f�1'.,tE •/I�SOIL DESCRIPTION REPORT Page Z of 3 PARCEL I.D.# © 2D — /0e0 — 3 o Boris # Horizon Depth Dominant Color Mottles Structure 2 Boring in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench IrGV .2G .� Ground 7 S- G S S elev. 7. r - L S �'� FM • G Depth to " 0 -7,.5 �S 0-5 6 : /U 1 ; � O limiting factor i n. Remarks: Boring # Awd Ground elev. ft. Depth to limiting factor 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 # ; L Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ing Ground elev. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) I U Z 2 a v \ �Z R b / � C p �l LUE A4 -07 - 44 r S V ` M �• _ x--14 m M Q� q e Y V i + � �, _.., ._ _:_ __ � � _ ` ,_ _ ._ � y ' .. 1 � .. a _. _. `y. i ' L t ._ 9.,,,. � t . . -�-- -- ,-_ � � _ T �: t ._ }- ,_ ._ , � i � � � i i I - I t j I _ �_ � � - - � __ _. .. __._ i .. - ._. }_. _ _ . _..__. i _.. _... _._._ _ .. _.__ .__._Y -�. .._.. _� _ _ -. i i 1 I I i �. _ / ._. _ i i i i i j �� '� �, � i j I � �. � �� i �. I _. _. i ... , , i � i i i _ .. __: _ �_ __ t ---_ _ ..!._ __ . __ �_ �.� .._ —T onsin Department of Industry SOIL AND SITE EVALUATION I 3 and Human Relations Page of Division of Safety and Buildings in accordance with s. 'ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County y Include, but not limited to: vertical and horizontal reference point (BM), direction and �! • ����,^ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I.D. # V? p ' .27 Di © 30 APPLICANT INFORMATION - Please pr" ��on. Re we by Dat Personal information you provide may be used fot seco os (Priv Law, s. 15.04 (1) (m)). -7* (P ,,, �` Ptop�erty Location �� "W �j �Ilv � �/ //`� / � Go' Lot NE 1/4 7 40 1/4,5 3 T 2 ' ` ,N,R �9 E (or Property Owner's Mailing Address 1999 L Block# Subd. Name or CSM# �- ,�sJ Gs pE,Ja i'A3G -- city State Zip Code Nearest Road V f>,jdN 4�• ,SYfO /lo �?V Z �' City Vil Town /� / � L New Construction Use: [R esidential / Number of bedrooms Addition to existing building ❑ Replacefnent % �a _ El Public or commercial - Describe: / ( / /,p = �dT ;!!9 ��1� Code derived daily flow gpd Recommended design loading rate �1 bed, gpd/ft ' y trench, gpd/ft Absorption area required Q!� • bed, ft ft Maximum design loading rate 1W_4ed, gpd/f1 gpd trench, /ft Recommended infiltration surface elevatibn(s) 5 P— P Cj • ft (as referred to site plan benchmark) Additional design /site considerations Parent material 1DESS e&6t Flood plain elevation, if applicable M11:n n • S = Suitable for system Conventional Mound In-Ground Pressure AT -Grade System in Fill Holding Tank U '"❑ Unsuitable for system [y'Sr ❑ U I0 -s U 1�5 ❑ U P 1:1 U �❑ U �'❑ U SOIL DESCRIPTION REPORT Boris # Horizon Depth Dominant Color Mottles Structure GPD /ft Boring Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Yle Ground S*YA elev. bep #n ro X T4 limiting • factor ' ,' T in. Remarks: Boring # / D• � ioy/L �3 — S L /�.f�.� !!�/Z 4r� l7� •�{ . S 3 s '7-sr2 Y14 1-vcrhieoft cs — • S Ground 7• y X1,q �---- S S — • S • eleva ; Depth to limiting factor 7 in. Remarks: CST Name Please Print) Signature Telephone No. o, r s • 3�� •d'��S Address Date CST Number Uibricht & Associates Z� 2-7-4r3 Z s r 655 O'Neil Rd. Hudson, Wis. 54016 ORI GINAL SOIL DESCRIPTION REPORT . PROPERTY OWNER . ���- Page PARCEL I.D.# Boring # Horizon Depth ` Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground 3 ,3 �,5Y/ _ S �', �� iyy �CQ G+�• C,j ; .s f Win. 7.(S'y / 2,: ` Depth to ' limiting 3 IM ! fpA or � 7 &1 in. Remarks: Boring # l L /ay 3/ L. if 4s, f,� w ; •S ' -6e ms's Ground , SY /7 — .s elev. 0 n. Depth to limiting factor Remarks: Horizon Depth Dominant Color Mottles . Structure GPD /fl2 Texture Consister"ice, Boundary Roots in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # .� /D 3 — L / `f' � as 7 'Ground 7 ,S /�J% L .. / G,j' �;!• ` . S •' �j I� ' elev. / J ft. f! If s Q �i • Depth to rr limiting factor Remarks: .Boring # , Ground elev. n. Depth to limiting factor in. Remarks: . > SBDW-8330 (Fl. 08/95) IMPORTANT NOTE TO OWNERS & INSTALLER: All the finer textured soils (loams,silts, etc.) can & will be easily smeared Or compacted even by a backhoe bucket during trench construction. When this occurs premature failure will result. As per ILHR 83.13 (4), the installer MUST be very careful to properly hand rake the sidewalls & bottoms to re- expose all of the soils natural structure. Minn. even recommends that scarifying devices be mown gd, the._ jsj,,des of the bucket. Only in this way can trea &en'd &. }a1k4 Rion be most enhanced for normal longer s y slee'm s - t, t w � farm o N � c V`� O AL 00, %TN Vv 0�6 to So 0 CER -'.1 ND SU1 VEY MAT' L I CA TED IN PAR I' OF THE NE 1 14 OF THE 5 Y 1 1 4 0 SECTION 32, T2 9N, 1 t 1 O 11', 'I 'O IYN -N ST. CROI,Y COUN''); fl'ISCUNSIIV. 01! IIUUSUN u z O WNER Ld ° EINAR D. HORNE 1- ow S E ftl7 NW 1 O CORNER 'A M. HORNE 0 in SECTION 32 429 STACEZINE I2 1 ~ w o E' FSTnpUSf1EU FROM WITNESS HUDSON, WI 5401; PI1 /4 CORNER �WLJC' MONUMENTS OF RECORD SECTION 32 z z ui ALUMINUM COUNTY rc .4 Q N 88'15'48" E - 14011111 LINE OF iliE NW1/4 v9� MONUMENT FOUND t " ai 2640.87' - - N88'15'48rE _� - - - =- "1251.04' 1 89.83 _-- S,fAGELINE ItUAD < o W a s - -_ N86'41'00 "E 505.29' CENTERLINE m ` 1" IRON PIPE FOUND v 1 i N rJ01'38'10 "W, 1.05' FROM u , SET CORNER. a Cr o r 100' ROADWAY . SETBACK UNF_ o w o <; ca v I mzN, �; o0 �I cOI IIOU ;E o o� RBI of w I 1 I cp I 73 a, T SEPTIC atti hl SHEDS Ln E n Ri m / (WEST 200') o -' I N88'42'05 "E z I v — Y L OT ° z � w a 25 A(:RE S � Id C) 1,1 51,y91 til). F T. tO > 'L' 1 tV �I ` b Qt Q 1 O ^ O �I O I Q ;t �i =� a 0 0 F ■ la1 4io3 ,�o "ti W� o 1 G O ,r1 (ni I z Li 10 [n Z) 10 f5 qi ` ; per. 0 "" _ 1 IRON PIPE FOUND 3 o. i / (b S70'4 7'23 "W, 0.40' FROM NI � r S87'27'S9 "1 453.32' � ��� U�` COfAPUIED CORN R v) n ti W �i 382 •14' 56.57 ( 0 1 z, - . . c� •- LOT 2 (WEST) o ' 1.225 n S t66, � N88'32'48 "E 0 53.365 SU F T. QU 2 0 °o N o 9 12' 229.00' * ; 1 _ -� N 5 gg 3247�W 125 - EAST 1;1149.3') ° 8 SOf�TH LINE 111E.\11f 1 %4�)F 1 1 1E f�WT /4 1 4 in i IFMPORARY C�3 to cn WINDSOR IIEYG117'S CUL -DE- -SAC o L - "CEND SI /4 NP' CORNER SCALC il N / \ m L SET IN SIUMP SECTION 32 I d rrr r 1" - 200' • 1" IRON PIPE FOUND FSTA[311SHED FROM WITNESS ` O 1" x 24" IRON PIPE SET WEIGHING OF RECORD ?00 U 200 400 1.T 9 IBS, PER LINEAR FOOT 0 2' IRON PIPE WEIGHING 3.65 L13S PE 2 LINEAR FOO I SE T `x - - X D IS ZING F ENCEI_INE CURVE DATA ( ) PR'.VIOUSLY RECORDED DATA NUMBER RADIUS CENTRAL ANG[.E CHORD W ARING CHORD I NG II I ARC LENG TF1 C1 16 7.00' 18'31'47" S09'35`0 5 ', "E TANGENTS 53.77' 54.01' S18'S0'S7 "E S00'19'10 "E C2 - - - - _ 233 .00' 18'12'30" __- S09'44'42 7 3.74' 74.05' , S18' 50'57 "E S00'38'2 "E Wisconsin Department of Industry,- SOIL AND SITE EVALUATION / 3 Le+ or and Human Relations Page o f Dlvisloh of Safety and Buildings in accordance with s.'ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 112 x 11 Inches In size. Plan must County �- y Include, but not limited to: vertical and horizontal reference point (BM), direction and �� • ���� ^ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. # O UT OF 2 '7 , T d C1LeS oz ©� /v v -' 3a APPLICANT INFORMATION - Please print all ! t 10, . ^, Revl ed by Date Pbrsonal information you provide may be used fov secondary puTo s cy Law, s. 1504 (1) (m)). `� rZG C 1 Property Owner l+ arty Location r Lot N45 1/4 1/4,S 2-' T N ro Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# yZ y' STr¢ L✓,v �' w s r + /� G S P J N O I'Aa city ♦ State Zip Code Pho, hJ94 T} Nearest Road V�J��IJ 4 01• _5'f/,p/4 ( 3 (� Gity ' Vil Town L'7 New Construction Use: R11 / Number of bedro Addition to existing building ❑ Replacernent ❑ Public or commercial - Describe: AV r"40,get ),S—� Code derived daily flow gpd Recommended design loading rate iV�bed, gpd/ft �trench, gpd/ft Abaorptlon area required,_bed, ft 1� trench, N Maximum design loadin rate bed, d /f1 2 9 9 9P trench, 9Pd/ft - Recommended infiltration surface elevatian(s) _S - _ P Cj • It (as referred to glib plan benchmark) Additional design /site considerations Parent material Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- G AT -Grade System in Fill Holding Tank U = Unsuitable for system 1�f� El �"r❑ U �s ❑ U P<❑ U R4•�❑ U 9 U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD /fie Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 0-S1 AOY� 2/3 — SL / de 0 9� lr� , y ; .5 Ground . 3 �•- Y� e Y/ 0, 7 f . , e T C S s elev u d bepth to ( ' p 01 Te . 7 limiting L ��� • factor 7 f_j,_ Remarks: !fi k Boring # U 0-7 1 13 olle Alm Ground 1•,sy L. s S ..►- -- • S • G ` elev.. ; Depth to limiting factor ,� r 7 In. Remarks: CST Name Please Print) Signature ..� Telephone No. �'ot� T Zl��3�' / �� I ` � is • �f�(P • d���5 Address Date CST Number Ulbricht & Associates 2� 2_7_,i o3 S ry 855 O'Neil Rd. Hudson, Wis. 54018 Aa_4� �'J �P I ORIGINAL PROPERTY OWNER /�iy -e. SOIL UESChi, I ION RLPORT Page 2' of PARCEL I.D.ff GD j �- CS, %�a�l,�t • , . d Boring # Horizon Depth • Dominant Color Mottles Structure 2 In. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots ' Bed .Trench Ground 7 Depth to I limiting ' f a clot - - - -- - -- - -- - -- - 7 -In. .' Remarks: Boring # / . S A l L 4,ih f,� w .s Ground t o Depth to - - - -- limiting ,actor > m. Remarks: Horizon Depth Dominant Color Mottles Texture Structure CbnsIstbft6 Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench Boring # OT /D ' Ground �• �Xl� elev. - • _ _J0_.ft. it If s Ad Depth to � limiting factor -in. Remarks: ; .Boring # Ground elev. ft. Depth to T limiting ,actor Remarks: a SBDW -8330 (A. 08/95) IMPORTANT NOTE TO OWNERS & INSTALLER: All the finer textured soils (loams,silts, etc.) can & will be easily smeared Or compacted even by a backhoe bucket during trench construction. When this occurs premature failure will result. As per ILHR 83.13 (4), the installer MUST be very careful to properly hand rake the sidewalls & bottoms to re- expose all of the soils natural structure. Minn. even recommends that scarifying devices be mounted on the sides of the bucket. Only in this way can qr altfnL - Dt 'IS, - sorption be most enhanced for normal longer « ►�r In) �Vi f 06; "�. 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O + + o m Ito 3rill NOV13l 3S Avmdvem ,001 P U r. � T '213td2l0O 13S _ � in s Z W021J 90'1 'M"01 9f•ION - 6C)43N� (,', r 0 annoJ ldid ho211 3N J 1 2l31N S,09 3 „00,11%9QrJ _ 30 - - -� -- 4o ISzI (IV0 {� �3 „>34 SI QQtJ� rn °- 19 9L La r+ rat atinOJ 1N1VVnNOty v /IMI 3111. Jo :1NI1 I11HON - 3 „QY,St.QQ N A ;r lklrinoo Wnr1IWn 1v rrI (n `z n U NOIlO3S 11d0O321 JO SlN3WnNOW -- Ci m v 811`4803 V/114 S10p9 I'm 'NOSrfl1!! ol (r! 3 N 1 ' 1 -?0V,1,9 62Y sS3td11M W021j a311S11f3V1S3 "= m o Zf N01103S � in m - SNUO11 'Q UVNI,? 2J3N210O MN 0 UJN Al 0 WISAfOOSLO N_ IVl),S'(If1fI ,rIO N,i! O.1, 'A1 (;1 ?l `NG?.,l. `G1:' P//A1 S JILL do 6/ l ; N ;.TILL J.0 ,L 21 Val All 1 (I:I.L Vj (� -- - -- - -- cT v ITV o� PAGF (;F i e PUMP CHAMBER CROSS SECTIOIJ AMO SPECIFICA r10h!S I VC NT CAP `i' VENT PIPE WEATHERPROOF APPROVED LOCKMIG > 25' � ROP1 DOOR, JUNCTION BOX MANHOLE COVER - !L WINDOW OR FRESH 12 "MIU. AIR INTAKE I GRADE I I Y" MIAJ. COIJDUIT 18 "AIM. -- -- - --- -- I \ 11� I►JLET PROVIDE -T AIRTIGHT SEAL 1 * I � II I ALARM 6 i 11 I I 0 *APPROVED I oN JOINTS WITH f ELEV. __ FT APPROVED PIPE - -� 3' ONTO PUMP -� OFF D SOLID SOIL ` - CONCRETE BLOCK RISER EXIT PERMITTED OIJLy IF TAMK MAWUFACTURER HAS SUCH APPROVAL SEPTIC E SPECIFI DOSE TANKS MAN UFACTURER: 46)r- IJUMBER OF DOSES: 2- PER DAy TAMK SIZE: __ GALLOUS DOSE VOLUME QF = .3A- ALARM MAAIUFACTURER: S y - / �'Z _ IAICLUDIAIG BACKFLOW: �l GALLONS MODEL MUMBER: �,GQ GZ I CAPACITIES: A= � - ►uCq� op. -r GALLOW5 SWITCH TYPE' r L 15 = - 2 IIJCHES OR � GALLOWS PUMP MAAIUFACTURfR: �,(_l./� C = IWCHESOR Z.4 GALLOWS MODEL AJUMDER: _ ED 19 S D-- INCHES OR -5 GALLOWS SWITCH TYPE: !�E GG 1j�l MOTE: PUMP AND ALARM ARE TO DE MIMIMUM DISCHARGE RATE .LO GPM INSTALLED OM SEPARATE CIRCUITS VERTICAL DIFFEKEAKE BI<TWECU PUMP OFF AND DISTRIBUTION PIPE.. ' FEET j / O AAr7X 'r "W + MIMIMUM METWORK SUPPLY PREE�SSSURE .. . +� FEET + �— FEET OF FORCE MAIM X • /7 F y OiLF�ICTIOW FACTOR /, FEET TOTAL 09MAMIC. HEAD = A FEET IUTERAJAL DIMEWSIOMS OF TAWK: LENGTH fSl ;WIDTH ._ ;LIQUID DEPTH _ l a� MODEL 3871 • ' • '14 '1 Su bmersible Pump GOULDS ., l� 1 t -- ump:Spectfic dons Y /9HP'- METERS FEET Up�to 40rGPM t 10 `Discharge size 1 I+" NPT� MODEL: 3871 Solids j maximum 5' ��� 9 30 6 � � � 25 Single phase115V �r Materials of C listructlon { 6 20 Brass/thermopstic 6 ,5 Features and Benefits a EPOS *Top suction eliminates 3 +o impeller clogging. 2 EPOa • Corrosion resistant , 5 construction. *Float actuated switch. ° ° t° 20 30 40 s u 0 2 4 6 S 10 12 Oft METERS FE CAPACITY ET 7- 25 MODEL DVP03 Pump Specifications Features and Benefits 6 20 I ° /+o and 1 /2 HP • EPO4 impeller- semi -open design 6 Up to 60 GPM with pump out vanes to protect M 4 16 Maximum head to 32' mechanical seal. 3 ,o Discharge size 1+/2' NPT • EP05 impeller - enclosed design ° Solids: 3 /4 maximum for improved performance. s 2 6 Motor • Rugged glass - filled thermoplastic + All motors feature ball casing and base design provides 0 10 16 0 25 30 ao U.S.GPM bearing construction. superior strength and corrosion ° ° 5 3s Single phase: 115V resistance. 0 2 CAPACITY s Materials of Construction • Cast iron motor housing for Cast iron efficient heat transfer, strength, Thermoplastic and durability. Stainless steel • Corrosion resistant threaded stainless steel shaft. • Available for automatic and manual operation. • CSA listed models available. { All Models are designed for continuous operation and feature stainless steel hardware. I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Beyer Mailing Address Property Address i� 74o (' �, ti e (Verification required from Planning Department for new construction) City /State _gtrpg A/, w.,r 5y0 /o� Parcel Identification Number e ,ZO - '��l�o ^gyp /o LEGAL DESCRIPTION Property Location /yam 1 /4, it/N/ ' /<, Sec. T ­ f_N- RYf_1A', Town of ')—' Subdivision _�i.!!✓DSaf� ,� ,Lot # 2 Certified Survey Map # �D93S� , Volume ,/3 , Page # T7// Warranty Deed # - , Volume / yS3"_ , Page # .2/ Spec house ❑ yes 31 no Lot lines identifiable ;1 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, restricted plumber or a licensedpumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (Z) 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 da the three year expiry 'on date. SIGIdTURE OF A1 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. _ :� // 5 ZAtkO &PLItANT 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 w 1455PAGE �1 STATE BAR OF WISCONSIN FORM I - 1998 609'9GS WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI Document Number RECEIVED FOR RECORD This Deed, made between EINAR D. HORNE and RITA M. HORNE 09 -07 -1999 3:00 PM GRANDCHILDREN'S TRUST AGREEMENT, Einar D. Horne, Trustee and Rita M. Horne, Alternate Trustee, WARRANTY DEED EXEMPT # dated October 14, 1 991 Grantor, CERT COPY FEE: and BARRY C. LUNDEEN and ELIZABETH A. HORNE, COPY FEE: as joint tenants TRANSFER FEE: 30.00 RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following V described real estate in St. c oix County, State of Wisconsin (the "Property "): Recording Area Name and Return Address Barry C. Lundeen A parcel of property located in part of the NE -1/4 MUDGE, PORTER, LUNDEEN & SEGUIN of the NW -1/4 of Section 32, Township 29 North, Post Office Box 469 Range 19 West described as follows: Hudson, Wisconsin 54016 Lot 2 of Certified Survey Map recorded August 26, 1999 in Volume 13, Page 3711, as Document No. 609351; together with a permanent easement over the following described property: 020 - 1090 -30 Commencing at the NE corner of said Lot 2 thence Parcel Identification Number (PIN) N 87 0 27'59" W along the N line of Lot 2 a distance This is not homestead property. of 70 feet thence N 18 W a distance of 12 (is) (is not) feet thence S 87 ° 27'59" E a distance of 70 feet thence S 18 0 50'57" E a distance of 12 feet to the point of beginning. 'i I I I 1 j� Together with all appurtenant rights, title and interests. 14 y' Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except — none. 'I j Dated this 3rd day of September 1999 EINAR D. HORNE and RITA M. HORNE j GRANDCHILDREN'S TRUST AGREEMENT (SEAL) (SEAL) f * (SEAL) By: Einar D. Horne, Trustee i AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. St. Croix County. authenticated this day of Personally came before me this 3rd day of I Sept-amher 1999 the above named Einar D Horne TITLE: MEMBER STATE BAR OF WISCONSIN to 1i (If not, me known to be the person who executed the foregoing j authorized by §706.06, Wis. Stats.) ins me and acknowled a the same. r THIS INSTRUMENT WAS DRAFTED BY Attorney Barry C. Lundeen MUDGE, PORTER, LUNDEEN & SEGUIN, S.C. q Piv'ler 110 Second Street Notary Public, State of Wisconsin Hudson, Wisconsin 54016 Y P P M commission is p (If not, state ex date: (Signatures may be authenticated or acknowledged. Both are not November 10 2002 necessary.) ...... - _ - . __ _ —.... ` Names of persons signing in any capacity must be typed or printed below their signature. PEGGYJ. GEISSLER _. STATE BAR OF WISCONSIN Notary Public Hr, onsin Legal Blank Co., Inc. WARRANTY DEED FORM No. I - 1998 State of Wisconsin Milwaukee. Wis 609351 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE 1/4 OF THE NW 1 /4 N OF SECTION 32, T29N, R19W, TOWN OF HUDSON ST. CROIX COUNTY, WISCONSIN. Z 0 OWNER irw EINAR D. HORNE �^ NW CORNER RITA M HORNE 0 n SECTION 32 429 STACELINE RD ° o ESTABLISHED FROM WITNESS HUDSON, WI 54017 0 z En MONUMENTS OF RECORD _ _ N1 /4 CORNER w n w SECTION 32 cr U.S II3TERSTATE Dq,, ALUMINUM COUNTY ui uj N 88'15'48 E L NORTH LINE OF THE NW1 /& Yl ' MONUMENT FOUND m o 2640.87' — — — _ -y 1251.04' �- m 8 '15'48 o 0 C ' EE _ NE g�AD EN N N 1389_.83 - - STAGELI _-_ - -- _ rERLINE I I N86'41'00' 505. 9' l" IRON PIPE FOUND 0 N N01'38'10 "W, 1.05' FROM I a n ' N SET CORNER. v 100' ROADWAY- SETBACK,•LINE....... M m z C .. yl wl _� Z� F� I HOUSE ° 0) - qu F I ° z tiI � M 0 i J I Of I mSEPTIC v�iv el o z SHEDS 7\ h o) I o (WEST 200') 0 N88'42'05 "E `n I o N Y F U - - - --- 41 O Ito W LOT 1 Z c rE P w 25.987 ACRES y 1,131,991 SQ. FT, m ° p m 0 W� i 0 4 I < M q o 3 w w v z V, 2 6 � ; o 00 WSW 7 Ln L N NO 0 1" IRON PIPE IFOUND v ® S70 47'23 "W, 0.40 FROM ti 3 o v L` 0, N COMPUTED CORNER h In 58727'59 "E '' 'L � w N r 382.44' 256.57 y -t (WEST) I n p D, z 1.225 ACRES } N88'32'47 "E o cq 422.74' 53,365 S(1. FT. C1 g 1. ® �t 98.72' 229.00' 95.0 ' 410.35 ' �O S 2 47',W 125. Ld o rR 1249.3') ; �t ` l SOlkTH LINE OF THE` EI /4 OFF THE t�Wl /4 4 !' TEMPORARY oM/ p,I' WINDSOR ,HEIGHTS 1 •d CUL - DE - SAC 0 I LEGEND S1 /4 CORNER m NAIL SET IN STUMP SECTION 32 ESTABLISHED FROM SCALE IN FEET 1" = 200' 1" IRON PIPE FOUND MONUMENTS OF RECORD O 1" X 24" IRON PIPE SET WEIGHING 200 0 200 400 1.68 LBS. PER LINEAR FOOT Q 2' IRON PIPE WEIGHING 3.65 LBS PER LINEAR FOOT SET — X - EXISTING FENCELINE ( ) PREVIOUSLY RECORDED DATA CURVE DATA --- - - - - -- 12' UTILITY EASEMENT NUMBER PAnI_ic CENTPAL ANGLE CHOP.D BEARING CHORD LENGTH ARC LENGTH TANGENTS Cl 167.00' 18'31'47" 509'35'03.5 "E 53.77' 54.01' S18'50'57 "E S00'19'10 "E C2 233.00' 18'12'30" 509'44'42 "E 73.74' 74.05' S18'50'57 "E S00'38'26 "E Vo1.13 Page 3711 j