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HomeMy WebLinkAbout038-1019-70-200 4 r.: AJN 5 tin i I (3 r /Z � a U/o u f r,,�U -3 03.75r) C 1 1 - 0 9 eA (91-5b ) r6 (13. ?0 ,� /Av X1- 4- C C- C-c- 7c 7 (1 . -VID VJ ' war o k_d 4 �Ks,f sus -«- �„ Wisconsin Department of C coerce Safety and Buiidings Division PRIVATE SEWAGE SYSTEM rSa�nita unty t. rOIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) r g ®I�o.: Personal information you provice may be used for secondary purposes (Privacy Law, x.15.04 (1)(m)]. PRr ld� � ❑ cit ❑ vigtar IPrUW1WTowns ip State Plan ID No.: CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel X3891 -70 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark A BM Dosing Aeration Bldg. Sewer Holding St /Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic NA Dt Bottom Dosing NA Header / Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Manufacturer Demand Model Number GPM TDH Lift Friction System TDH Ft Forcemain Length Dia. H Dist.Towell SOIL ABSORPTION SYSTEM _ BED/TRENCH Width Length No. Of Trenches PIT No- Of Pits Inside Dia. Liquid Depth D IMENSIONS DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manu acturer: SETBACK CHAMBER INFORMATION Type Of Model Number: System: OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing I Vent To Air Intake Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed/ Trench Center Bed /Trench Edges Topsoil Insg) ectIJ #JLJ Yes / C]/No In Ot1Tdn #O :No / LQMMENTS: (Include code discre ancies, ersons present etc.) Location: 1181 CTH H, Star rairie, WI 54026 (S 114 SE 114 3 T31 N R18W) - 033108778 1.) Alt BM Description = 2.) Bldg sewer length ,0. . � ka c,s - amount of cover = Plan revision required? ❑ Yes []No Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert No S Q Sanitary Permit Application Safety uildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 14 sconsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plans (to the county copy only) for o a! less than 8 -1/2 x 11 inches in size. County � ( State Sanitary Permit Number ision to p usa ication State Plan I. D. Number 5 g �. �. I. Application Information - Please Print all Information Location: Property Owner Name � ,0 Property Location r s 3 d� Dr �1/4 1/4, S ,I3, (o Property Owner's Mailing ailing Address ? yT a` Lot Number Block Numbe l C6 I Fl 1f1 City, State Zip Code Phone `umber Subdivision Name or CSM Number II. Type of Building: (check one) ❑ City % 1 or 2 Family Dwelling - No. of Bedrooms: ❑ Village ❑Public /Commercial (describe use): t$ Town of ❑ State -Owned , . / n � n Nearest Road (3) X 10 16 - Z S ' �'"r` �a a0S Parcel Tax Numbers) l —C7 cw III. Type of Permit: (CheckLbnly one box on line A. Check box on line B if applicable) A) 1. IPLNew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) y- -lf Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: -G C- (/1 — Qa� 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Applicatton 5. Percolation Rate 6. ystem Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) W 4/, 3; Elevation 60 g5 %7 A g, VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing / �t,� crete structed Tanks Tanks � G �0 ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): MP/IvIIgM No. Business Phone Number w6r�_ l ocet fc 1,/ 1 6 2 ?b Y`17 Z - 72- - KKK Plumber's Address (Street, City, State, Zip Co - e- C G. U L4_ K ZC-) ( o C IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) ,Approved ❑ Owner Given Initial Adverse Surcge Fee t Determination to qwQt-�� X. Conditions of Approval /Reasons for Disapproval: A TYa v�t�l:, a tewS t �s P L CLAD b C--^IQ A/ 1 /4 A J �• 9 0•Sd i9A6 MAIL l/ ZD L L � 3 k � h ' o lsz?7 Private Onalte Wastewater Tr"UneM System Minagernent Plan Teak Arid' GMVIty II-Gr .t�rtd' S�oll Ab�amp)J lC Septic Ilan, ..:r lripolnent Pursuant to Comm 83.54 Wis. Adm. Code each Frigate Ojisit( 'Wa.st ; , r+er Treatment System (POWTS) shaf include Information and Procedures for rrwAnt ; ;i'nlnv thc: __ , stern witilin the parameters of Comm 83 and 84, and-the c ondittons of approval b' the dep, .`ment, agent, or governmental unit. The approved plane and permits for systom are oh file at the county zoning or health depa dment. This management plan complies with Comm 83.54, Wis. Adm, , :Ode, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastemter Try ,fitment Systems SBd- 10567 -P (RAM). Table 1: S tem S ecifi+carti��ng Sanitary Permit Mato ? Nunr `ids Desig °w'f' Est m, d �. b � `rt ti10 Tit loll AbW #dn . WOM,$1 t ....._......mss ._.._u .... Q patewater ._ Do mesti c Table: 2: SollAbsorptlo n Co nofd , Llrrd is cW Re1ir i :1I! O e lio _ ��-�; r��ir� Component Desig Flow - Peak n tom S do Tank Cora ar t � ���,l I +so i p ' �.._ _. r► Maxiffwm in / Magri OM 00911.) ... 9c, McAmurrr TSS m 150 _ Table 3: Main tmwoo Sahedule S c Tank Intl ;R/ Once - O utlet FRW' In' ed a e ar and doom &I i.sest onoii Av 3 v aars Soil Absorption Component Insped once 3 '(Ws 8#RMc Tank ; i =,e tic The septic tank shall be maintained by an Ind ividual u al cer` lfred to service p tanks under s. 281.48, Stats. The contents of the septic tank shell bev clisp;� ;ed of ' , .: �cY �a:tc with NR 113, Wis. Adm. Code (SerAcing Septic or Holding Tanks, Feu *npir g Charm ars, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privle -s, or R w able Restrooms). The operating condition of the se c tank and outlot filter shai be assn. ed at least once every 3 years by inspection. Th oullat filter all be caned ss neces.-a� 5� to ensur p roper op tion. The fitter cartridge should not' rsmovsd urness .rovi,siof)s are made to retain solids in the tank that may sloe off the filter when removed f its a,b� -,losure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, deflective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33 Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic �,vastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, scP compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Septic Tank and Sail Abs�:�r itior "om �; i t Management Plan for a Sep c a � p Plantings of deep - rooted trees and shrubs directly over or Witt ii tern fr: :!` +:f 1 he component should be avoided since root intrusion into the c;ompo ien may ol;: ;' ..c E�astewater fiow. C� 3 ' — Salnitttry P WA a ioitt' , Safety & Buil Division In accord with x.:21, Wis. Aden. '(�di 201 W. Washington Ave. i t)epsrt ��� of Commerce ��`� See reverse sick for in for (pg Yor sown �� this appl'iFation Box es Personal informaton you e i Madison. W1 53707-73M mant ( Submit Tri `' ` L.aw, ss(1 xm) i ( completed form to county if not state owned Attach co fete plena to the noun co Daly f s em paper riot l an 8-!/2 x 1 I ets m size. County hte an Ae Number ev ptov s is on an um ber C�� L Appill Information - Plum Print all Information ame i' RWY L ods wo n ftmerty ►'l !/4 /1, S 3T. A► (or a s t 14101 1 um ci ty, p Co Pone N umber _50liv acne or CSM N um om" � S 90 1 _? ( 2c3, Type of Hal : (Check one I or 2 F 06 / S 4-� •w"+ City Family Dwarfing - No. of Bedrooms : �� Q (mss , O Village (� PublkJCommercia) (describe use): - 1 of D State -Owned Nearest Road 3 k o 2S Trell� c S u s D J III. of erm t: (Check onl one box on line A. Check box on me linable) 1 g 70 Z Aj I. s ystem Replacenwat ep acement of 4. S. EI dot: di to Tank Only Existing system O A Sanitary Permit was OUSIZ issued nin um i ssue d . Type of rem: ( 11 that apply) 17 n�pnssutized ln- ground ound 13 pressurized In' © Holding ank Send Filter nstructed Wetland O At -grade g 0 Single Pass Drip Line © Aerobic Treatment Unit O Recireulatin O Other: V• rasUTreatment Information: O 0 e' al Are 3 . per Application . rco On Required Proposed Rate (Galsdday /sq. (Min ' ) m d..f Elevation VIL Tank Capacity in Total I p of Menufactu V Information f3allons t3allona Tanks Site tee Rber. laatio �- Con- glass Tanks Tanks crate sWcted D O VIIL Respo>fulbllity Statement I, the assume regivonsibility for installation of WTS shown on the attached laps, N am - (Print) um s �J o is na um l r P A s ty, tp Code} IiX. ounty/Departametit Uqj Only LJ sapprov tart' e t ee Includes wator quc su gent Signal o )kAp "d t7 Owner Given Initial Adverse Such Fee) Deter ainatlon 2 Z 7L Conditions Of App vai _ /Re as na for Dias proval: jfg,," s c �� A�.ls,t�a.�.s �a,,,, -- Q ►„�.s -�- � tt�e.ow� i s .notes � .�, .�.�� {--- {� � `u2QQ �►+•'�.t waCQ . SBD -6398 (R. 07100) f � PLOT PLAN PROJECT Dennis Raditz ADDRESS 1175 Ctv Rd H New Richmond Wi 54017 -SE 1/4 SE 1 / 4S 3 /T �3 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/14/01 BEDROOM 4 CONVENTIONAL XXX IN -G ND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 877 # of chambers 51 BENCHMARK V.R.P. Top of Nail in Tree ASSUME ELEVATION 100° Filter Zabel A -100 ❑ BOREHOLE O WELL sH Same as Benchmark SYSTEM ELEVATION 91.3/ 91.0/89.5 Plans Designed Using J ent Conventional Powts Sidewinder High Manual Version 2.0 Capacity Leaching Chamber „ P.L. 3 4' Grade at System Elevation 1320' Property Line P.L. Pro 4 Bedroom 0 , 3 -3' X 110' Cells with >3' Spacing House B -2 120' 5' 10' 100' �-- T 0 Vents 5' Vents 60' 15' B -5 B -4 1 5' ____ 14% t. B.M. � Slope 1~ a� 00 100' 0 N M Pond PLOT PLAN PROJECT Dennis Raditz ADDRESS 1175 Ctv Rd H New Richmond Wi 54017 SE 1/4 SE 1 /4S 3 /T �3 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/14/01 BEDROOM 4 CONVENTIONAL XXX IN -G ND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 877 # of chambers 51 ,BENCHMARK V.R.P. Top of Nail in Tree ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 91.3/ 91.0/89.5 Plans Designed Using Vent Conventional Powts > 12 Sidewinder High Manual Version 2.0 Capacity Leaching of Cover Chamber 2 �! r 6' Long 16' P.L. 3 4" Grade at System Elevation 1320' Property Line P.L. Pro 4 Bedroom 0 , 3 -3' X 110' Cells with >3 Spacing House 13-2 120' Pa 5' 10' 100' T 0 Vents 5' Vents 120' 60' 15' B -5 B -4 5' 14% t. B.M. Slope a� 100' 0 N M Pond ,;5. 10 isco ?n Department of Commerce SOIL AND SITE EVALUATION division of Safety and Buildings Page of Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code Attach complete site plan on paper not less than S 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. # 3 /Ol - d -oou APPLICANT INFORMATION - Please print all information. sewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) to Property Owner Property Location �w1 Govt. Lot 1/4 S 1 /4,S 3 T 31 ,N,R ! E (or� Property Owner's Mailing Address Lot # I Block# I Subd. Name or CSM# -<- ­Z6'-- - Va.,/ State _ Zip Code Phone Number I S ( � �� El city [__1 Village Town Nearest Road / ,� y 7 c sf �X� a P. ew Construction Use: residential / Number of bedrooms Addition to existing building El Replacement El Public or commercial - Describe: Code derived daily flow -e gpd Recommended design loading rate ' bed, gpd/ft ✓ trench, gpd/ft Absorption area required _ bed, ft / ''77 trench, ft Maximum design loading rate gy bed, gpd/ft trench, gpd/ft Recommended infiltration surface elevations i C?/ 8 -A4 � 4 1 5 3 ft (as referred to site plan benchmark) T� Additional design /site considerations � 7 T Parent material Flood plain elevation, if applicable A�46 -- ft 1 EUE Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in F'll Holding T nk Unsuitable for system S❑ U ❑ U S❑ U U El S El S U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench a Y'S Ground e ev. i ft. Depth to limiting `J . 30 or ,in. 5� b 93 So /Z SJ Remarks: Boring # / Ground ,l ft. 5` Depth to limiting f i . Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number 1 ,� r.� s 5-1 6`00 SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench Ground 7. S ! A//Vf lev / r ft. Depth to limiting g4 ,5 f 1 2 in. 8 Remarks: Boring # S� .'X r , Ground ft. Depth to limiting f �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 # L11 - s � y Ground el ft. Depth to limiting �4 f � ; f' Remarks: Boring # Ground`' elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) ' Soil Test Plot Plan -Project Name Dennis Raditz Shaun ' Address 1175 CTY Rd H New Richmond Wi 54017 #216900 Lot 77B Subdivision - - - - - -- Date 5/17/00 SE 1/4 SE 1/4S 3 T 31 N/R 1 8 W Township Star Prairie Boring . Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. T of Nail in Tree ystem 91.3, 89.5, Rep A 88.3 *HRp Same as Benchmark Elevation Alt. BM Top of Nail in Tree @ 94.4' Approximately 1600' to 117th St. P.L. 320' Property Line Jr P.L. P ro 4 B edroom * House 0 B. , _�- 120' 25 ' 100' Pri A B =1- 15' B 60' Rep A 15' 120' B -5 B -4 Alt. 10' Slope M. a� a 100 t~ a� 0 0 N M '� Pond f Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use altemate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 Shaun Bird #22 0 ST CROIX COUNTI' SEPTIC TANK MAtN" I"ENANCE A(IREEMENT : AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address Sq Property Address I (Verittoatioa requiredAom Planning Department for now construction) City /State Parcel Identification Number _� �� �-� 7� VV !7 IJEGAL p� TIONI � J Property Location s /,, %,, Sec. 2 . T _ 3/ l I N -R ) W, Town of ��Q ✓ �L� Subdivision Lot # Certified Survey Map # . Vol=e `— . Page # —� Warranty Deed # _ ,T a� �� Volum 7 3 Page # �D Spec house Q y no Lot lines identifiable es 17 no Iarptopsr tsse and =h*=aeeof yoar aepda system could miult in Its premature fadure to handle wastes. Proper maintenance consists of putzPing 'vat the septic task every three years or sooner, if needed by a homed pumper. What you put into the system can affect the Aawtion of file septic fault as a treat new stage in the waste disposal system no property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber. jotfteymanplumber, nstrictedplumberor a licensedputnpar verifying that (1) the ou -site wastewaterdispoaal system is to Porte' "mom condition andlor (2) after inspection and pump nag (if necessary), the septic tank is toss than 113 Rill of sludge. Uwe the utidersiped have read the above requirements and agree to maintain the private sewage. disposal systeta with the standards set forth„ hereiq as set by the Department of commerce and the Department of Natural Resources. State of Wisconsin. Certftkation stating that your septic system has bees maintained must be completed and returned to the St. Croix County Zoning Ott'ioo within 30 days of rho throe year expiration, data SIONATURE OF APPLICANT .....�... DATE OMM .Q&RRT=An0N I (we) eertify that all statements on this form are true to the bast of my (oar) 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. SIONATUMOF APPLICANT DATE Aj1y information that is mist' msented may result in the ranitary permit being revoked by the Zoning Department. * *+ * +* *• Include with application: a stamped warranty deed from the Register of Deeds office A copy of the cortified survey asap if reference is made in the warranty deed a _. r: DOCUM NO. STATE BAR IMF WISCONSIN FORM 3 -19U THIS e/•Are IteStllV90 To" 0e o1WINe *^I^ QUIT CLAM DEED 424004 not '773 ►ai-3 REGISTERS OFFICE Paul Raddatz and Donna Raddatz, husband and ST. CROIX CO., WIS. w e ............. ......... Rec'4 for Record #6 2nd ...................... ............................... ... ....................... Rad$a ................................ .........._.................... dog of 87 April A. 19 i�ennia L. t, a single man i qu it - elsime to .......... .. .... 11 .............. . . . ..... ........ ............ ........ ................. . . . . .. an undivided one -h lf inte re.st__in._. -_..- ...... St Croix the following described real estate In ......• .. ......... ......... ...... .. . Count State of W inconaln : Rc.upv o Tax Parcel No: .............................. Govrer r nt Lot Five (`) lying South of the Highway, Section Three (3)_ The Wiest Half (W%) of Government Lot Six (6), Section Three (3), lying South of the Highway, F.MMT cat<nencuq on the roadway running through Lot Six (6), 185 feet West of the East line of the West Half (Wh) of said Gcrernment Lot Six (6); thence South Ten (10) rods; thence West Four (4) rods; thence North Ten (10) rods, more or less to the roadway; thence East to the Point of Beginning, ALSO EXCEPT a strip of land bounded on the North side by Cedar Lake and running Southward 696 feet and extending Westward for a distance of 185 feet from the East line of the West Half (Wh) of Government Lot Six (6), intending to except a strip 696 feet North and South and 185 feet Fast and West located in the Northeast corner of said West Half A) of Government Tot Six (6), Section Three (3 Also ExC PT eanmencing on the South side of County Tnulk Highway "H ", 510h feat West of the center line of Government Lot Six (6); thence West, 100 feet; thence South, 150 feet; thence East, 100 feet to the West line of a private road cio mencing at the Northeast corner of the Southwest Quarter of the Southeast Quarter (SWh of SE;t) and running thence Northeast and intersecting with County Tnutk Highway "H" at a point 498.125 feet West of the center line of Lot Six (6); thence Northeasterly along said private road to the Point of Beginning; continued on reverse side This ._ .iS.not. . -.. -. homestead prorerty. (is) (is not) Dated this -.. - 12th day of March - _ ........ I. . .. 19..87 _- - - --- . ... (SEAL) _ _. - ------ .... _-.._(SEAL 7 Paul Raddatz - - -. Donna --- Radda.tz.. _.... .(SEAL) .. .... ---- -- AUTHENTICATION ACKNOWLEDGMENT Signature(s) of..Paul --- Ra.ddatz- .and--- •----- - - - - -- STATE OF WISCONSIN as. _ Dann, a__ Radda_ tz ... .......... •--- -------------- -------- -• - - -- _ ____ -- ----•----•----• •---County. 12t o f Marc 19 ........ the above named L . lg -$� Personally came before me this .__..___... _day of au the i ted hi. ..__. • W tl�-Y� -- I -- -- --- --- -- --- •.Hendrik._W.._. Van.. Dy k------- ----- - - - - -- ............. TITLE: MEMBER STATE BAR OF WISCONSIN ____________ ------ _____ __ ___ _•_--- _.- __- .------------- ----- -------------------------------- - --- -• - - - - -- -----------•------_--- ant+rieed-l►Y to me known to be the person ------------ who executed the fore,-oing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED By Reinstra, Van Dyk & Needham, S.C. Attarneys - at -Law -- ---------------------- -- ------ - -- --- - - - - -- New Richmond, Wisconsin 54017 - 0127 _. - - Notary Public _.- .__.__ - - - -- - - -- - -- - - -•- County, Wis. -- -- ---- - ------ -- ----- - - - - -- - -- ------ - - - - -- (Sianattires may be authentt:nted or acknowledzed. Both My Commission is permanent. (If not, state expiration are not necessary) date: ---------- --- - - - - - -, 19 --------- •Names of persons sisnin` in any capacity should be typed or printed below their sienrtures. CTATF. BAR OF WISCONSIN Stock No. 130003 itGyy CarnprM® FORM No. t — 1982 7 r ��[,c re continued from reverse side mocETT eonaencing at the junction point of the South side Of County Trunk Highway H" and the East side of the above described private roads thence Southerly along the East side of. said .4=ivate road, a distance of 425 feet; thence East, 350 feet; thence rth, 325 feet; thence West, 50 feet; thence North, 100 feet, more or less to the South line of County Trunk Highway "H"t thence Westerly along the South line of County Trunk Highway "H" to the Place Of Beginning. SMJWT to existing highwa;rs, e"ments and right- of- of record. Part of Government Lot Five (5), Section Three (31, described as follows: Parcel of land approximately 48.3 feet more or less wide, banded on Witt by line ca mencing at centerline of County Truck Highway "H", 155.6 feet East of point on West line of Govenm ent Lot Five (5) , 2338.0 feet North of South Quarter corner of said Section Three (3) , and running North 21 46' East from said center line to shore of Cedar Lake, bounded on the East by line commencing at centerline of County Trunk Highway "H ", 200.9 feet Fast of point on West line of Government Lot Five (5), :319.9 feet North of South Quarter corner of Section Three (3) and running North 21 W East from said centerline to shore of Cedar Lake, bounded an South by said highway centerline and boarded North by shore of Cedar Iake All that part of Government Lot Five (5), Section Three (3), that lies East c a line beginning on the centerline of County Trunk Highway "H ", a distance of 469.7 Piet Niue East of a point on the West line of Government Lot Five (5) , which is a distaux -e of 2233.1 feet rbrth of the South Quarter corner of said Section Three (3), and mining thence North 18° 19' East from the centerline of said highway to the shore of k^Lxlar Lake, and that lies West of a line beginning on the centerline of County Trunk Highmiy "H ", a distance of 555 feet due East of a point on the West line of Goverment Lot Five (5), which is a distance of 2214.7 feet North of the South Quarter corner of Section Three (3), and running thence North 19 23' East from the centerline of said highway to the shore of Cedar Lake, said property lying between County Trunk Highway " H " and Cedar Lake- The North Half of the Norrtheast Quarter of the Northeast Quarter A of NI% of NIM , Section Teen (10) , Township Thirty -one t3 ) � Eighteen (18) West. The West Half of the Southeast Quarter the Southeast Quarter (A of SEh of S A) , Section Three (3), Township Thirty -erne (31) North, Range Eighteen (18) West. n 44 CD C (J� Z .p r - I ° w W tit CD OD N rrl \._ CD 495 n s LL 7 495 ... .rte T �! 8 24.74 E i F W C p � I `Q rri INC- D � I Ul cot" OD J �v� 1 O D v ,` - � I 1 Z:p t OD I 0) s I PO 415-59 Ln i OD ~ — 77W 0 i� Cn 1 a; N (p tb a) D I77.29 D W' 485.01' �o ca 696 / . ZD �y � � N •A N r 'nl ,y rn •v 6' A' 1 i . M Pn P NOV i 0 2000 CERTIFIED SURVEY ' Located in parts of Government Lots 5 & 6 of Section 3, Township 31 North, Range 1 West, Si. i'D Town of Star Prairie, St. Croix County, Wisconsin. _ e_.�, - - -- • - Prepared for and at the request of: SEE SHEET 4 OF 5 FOR CURVE TABLE OWNER: AND SURVEYOR'S REPORT Dennis and Mary Beth Raddatz I UNPLATTED LANDS R.R. 2 New Richmond, WI 54017 — — — — — Drafted by. Ty R. Dodqe �Q�S�� O N 0'2 215.50' W 341.24' — — it RONALD F. >~7 N 10145 " 1 JOHNSON N$0'25 ?5.74' n _ �a�� S -1 ISO; 202.2 I 3�' ­P .0 9'.57 - W ,", c' AMEry h .h�'N � �^ 130.2 f�ls Oq 4j'9'tq • "'• , ,, 1� - c q I I 1 O N •J / r ? �� 5 � S88'17'13 m o 3 n �/ �er .�f 66.00 f M If) y O ,'`,, o ff` z I I� o of 2 Z h � 7I2AILER I r r HOUSE g I Q • i i r r ?I '_K I / r PP' �I I a,l LOT 2 `° 144.20 TOTAL AREA: m �+ aa S88'29 09 W 156.61' �I M 180,420 SQ. FT. d j "' 12.41'. n 8 4.14 ACRES N I AREA EXC R —O —W: =' v� so o . I NI 168,335 SO. FT. N - 3 r' o f o, o 3 ;I.r I ^ 3.86 ACRES d ° z N 1, Z � �I C'4 2! 2 < Z N I in <n o • o I NI S8972'1 4"E 184.88' �Qp 2 I I � c� • _ S89'2214 —O 2' :3 F - 67.53' / N ZI O W - Co t l� 1 2.42' J I 1 j/1 � 338.14' S� ��/ / UNP� 56 "yy 3 51.56 ,� Z I LEGEND _ _ ER •� / G County Section Corner Monument 3 :o / of Record TOTAL AREA: I DD / • Set 1" x 24" Iron Pipe weighing 2,517 SQ. FT. A y r ,N a minimum of 1.13 pounds per 1.89 ACRES linear foot. REA EXC R –O–W: / O Found 1" Iron Pipe 8,749 SO. FT. ......... Building Setback Line 1.58 ACRES 12 (As Shown) 1271.44' I — sou 7H UNE OF GOVERNMENT LOT 6 S89'25'43 "E 1284.11' �P� I ' NO TH 100 0 100 JOB #. A00053 i I I I Prepared by. ,�;�''�;' I GRAPHIC SCALE A & E f I i SCALE IN FEET: 1 inch = 100 feet LAND SURVEYING do CIVIL ENGINEERING w Phone No. (715) 246 -4319 109 East Third Street, P.O. Box 325 Sheet 3 of 5 I New Richmond, WI 54017 Vol. 14 Page 3980