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HomeMy WebLinkAbout018-1090-65-000/* W;scor~in Department of Commerce PRIVATE SEWAGE SYSTEM Safety gnd Euildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law,lE.15.04 (1)(m)]. F~rl~e~{~lame: ^ City ^ V ~n~ ownsh I CST BM Elev.: Insp. BM Elev.: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. vent to Air Intake ROAD Septic ~ ~ r .,~ ~' -- NA Dosing ~t t< << ~ ~. NA Aeration NA Holding PUMP /SIPHON INFORMATI Count Sanitar State Plan ID No.: Parcel Tax No.: ELEVATION DATA ~G` ~Y` !7~ 2.3-0 STATION BS HI FS ELEV. ~•D~ ~r(,S ~ 1 ~~ , ~jU1. Bldg. Sewer ~ ~~ `{' ~(.$~~ St/Ht Inlet (2.5( ~•S"`f / St/ Ht Outlet ~.,,.. Dt Inlet ~'--~ Dt Bottom 1(p, j a/ $3, R Header /Man. ~' 3`f q2 • ~-~ / Dist. Pipe ~'3S QZ-~~ Bot. System ~•~~ .b3 l.'-{2 Final Grade , [op s,~ ~ BE$•/ ENC Width - Length r - No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMEN I N ~` .2S ~~cl,. DIMEN I N SYSTEM TO P / L BLDG WELL LAKE /STREAM LEACHING Manufact}~.r,er: af'µ ~ ~/ SETBACK . `e f INFORMATION TYPe O ~ ,,,$ ~ ~ 1 ! ~, ) - CHAMBER OR UNIT Mo el Num er: System: 1 ~ J nISTRIBUTI~N SYSTEM ~~~°~P~L~ Header / nifold Distribution Pipe(s) x Hole Size ' ` x Hole Spacing Vent To Ajr Intake ~ Length 2R~ Dia. th Dia. Spau ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only De th Over 2 0~ De th Over xx Depth14A15 eCZ10 pia beedeki / Sodded ina unsuu~~r~. r Bed /Trench Center >~ ~ Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No -.~oaati~~17,~9_,9BthA~rex>IUe,~Jammond_Y11L ~4.Q_1.5,.1~,W 1/4 NE 1/4 16 T29N R17W) -162917 Pheasant nnia -wc vv 1.) Alt BM Description = ST~w~'~ C~x~'. 2.) Bldg sewer length = '{ 5 ' -amount of cover = ~~~ `f) ~ ~ c~s~u.~ a~~ksPe~ ~ 2 0 - .~ Plan revision required? ^ Yes J'$ No Use other side for additional information. ~~ ° I SBD-6710 (fa.3/97) Date ...., ~~a,,, -~ b.c._ ~~ Inspector's Signature Cert. No. SOIL ABSORPTION SYSTEM /I ~ 1 ,- O_ ,.__ _ L ., ~. _ _ _I ~K. l1D ~ ~~'Sy ~(o ~'vL Sanitary Permit Application Safety & Buildings 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 isconsin Personal information you provide may be used for secondary purposes Madison, WI 53707-7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit Completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sani Petmit Number ^ Check if revis' tg prevlousapplication State Plan I. D. Number pp ~~ _y I. A lication Information -Please Print all Information -' ` ' " Location: Property Owner ame ~,/1 Property Location , I'r l' ~r ' ~ ~ ,' VGI/4 ~ 1/4 S ~1 Tz q N R` ~ W ` i r / G-- a,' , r ~ , , ( ( Prope Owner's Mailing Address ~ ~, of Number Block Number City, State Zip Code bond. N ~, ,~ ,~ ;'Subdivision Name or CSM Number r II. Type of Buildtng: (check one) 0.s s u,b '> ~~ Cj '~ 1 or 2 Family Dwelling - No. of Bedrooms :~ ~~ ~~„~ 4~SN „-. ~ ~ ~ ~'ty illage - Town of ^ Public/Commercial (describe use):_ 4.. ^ State-Owned ~,t/~ Nearest Road f 7G~ ~ s-~ Pazcel Tax Number(s)O~g ~ O ~ / S~~ ~v III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) ~ , a / A) 1. New 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to System System Tank Only Existing System B) Permit Number Date Issued ^ A Sanitary Petmit was previously issued IV. Type of POWT System: (Check all that apply) •~ 'Non-pressurized In-ground ^ Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade , ~ ^ Aero is Tre tment Un' ^ Recirculating ^ Other: x 8(•ZS 3~ V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Req u ired Prop osed ate (Gals./day/sq. ft.) R (Min./inch) Elevation fl ~ J ~7 / / j~'f'~q /y (~, VII. Tank Capacity in Total # of anufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks p F ~- = C~ ~ ~ f ^ ^ ^ ^ u ~ p ~ C n..~ rz, ir,. ~ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS show the attached plans. Plumber's Name (print) Plumber's Signature (no stamps): RS No. Business Phone Number PI bet's Address (Street, ity, State, Zip ode IX. County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss ing Agent Signature (No stamps) l~Approved ^ Owner Given Initial Adverse 5urc ge Fee) l b Determination 22 S• ~ ~ 2dp ~ X. Co n ditions of Approval /Rea sons for D isapproval: ~- l " ~ /` s I- L n ~p /~ Q n (~ -1 f~ ~-~~.a~(., J' G. I" ,.7 ~c~G.~- IMrw. Sin ~ 1~ S 1 ` ~.~" ~ Q~,~re~ ey„dC 'e t 'T t~v~uK-t~''~lnlKdC i' ~ 1 L . ~ . p ~ ~ l r V~.~~~~-C~i~ ~ s~ s~ tQ, ( p/' °` p,QD.tn t~t (L 'Q„~p~{.'~ ~y W~Aa7S- tv'~-°~ pti,~ w-t~C0...~ 1 __ ~ (Uf 1 ( l ~~ ~ a ' ~ ~( ~- ~ ~ 8 a ~ ye w o . t ~ 5 w s e/ ' °'t"~" c2w ~s - f~ ~ . c ap - 3. I~ ~ 1~ -' ~.. -W.L. -dg~.so' ~ ~~- ~i~,~~Km-~ tom.. w.epfic ~a~,,(cU.S~'~-~ l~cr is ~.Pen~.tdl~iuac`~f~ai a~ ~ P'~ sB~~oo> v~a~. ~'S rr_ce~ ~av~~`tou,S, ~~~ ~n /20,~ ~o~ ~ '~~' /oii /7D~'~ S• /-~~.~~.~a, c.~~ . ~~v~ s ~~.-.~ 1~'YC, y~ %-~ ~ ~ ~~ ~ ° a2d ~~ / 7 ~ s ~~" ~~` ? r ~~- ~' , ~ ~ ~~ ~ ~1 ~'~~ n~ ti ~ ~~~ Z~,, ~`~~ ~,--`J' s.-~ i `C7"` rK ~o ~crK >~ ~> ~ c,c~ ~ lY~ ~tJ~ ~ j S ~ ~ TaZ ~ ~(I 2 ~ 7 tc~ ~vul,cJsK,v.- rmc'~n.1v i ~-~ - ~ <. C /LO / X' ~J 5 Q ~\ I 0 ~` 2 ~~ q 7'o P. c- rs~ ~- q ~. ~ ~ Si. °z-/3 ~ - ~~-~ S 1-12 c< <',zr ~ ~ i -~ 7s - 81.25 .e~-~ '~' _ o r ~~5~~\~ o.q ~.~,~~ ~ ~~.~z . ~~ ~ ~~ ~--i ~. °g,~ ~z ~e l ~. v c> .~ S 5~`/ E ~~s a~~o ~Z C3~) ~ 3~fa ~~ s r , u ~~~ ~~ //20,•3 ~o~ ~ "~-' ~o~~ r70~-~ s~ ~c~tn7~~ ~-~2, ~~~~ ~~~r y~ ~~~ ai ~ ~/~ ~ ° a?a ~~' // 7 ~ ~ ~~ ~ ~/ ;~ `~~ n~ ~~~.v ~* ~~~ Z5 ~~' S~_~ ,. _, S ~ ~ ~Y~ /i~~ ~~ 5 r ~ ~~~ ~ itI 2 ~ 7 c,c~ Tvul,cl3 r~-, ~.- t~,~ m ~ ~il i~ - ~ i C t20 / ?C' ~~ 5 Q~ / ~~ ~,~• 2d i ~S ~• ~,oM~~ -s t > .e4.~ Wisconsin oepartment of Commerce SOIL EVALUATION REPORT Page ~ of Division of Safely arb Buildings ' m acooroanoe wim L:arrm rsa, vvrs. nam. t,,vae __ County ' t Pl i ue an mus n s . Attach completie site plan on paper not less than 81/2 x 11 inc~les include, but not Canned tic: vertical and horizontal referenos~oint (BM), d~dion and Parcel I.D. ' peroeM slope, scale or dimensions, north artow, lboe)iori snit distance to nearest road. ~ ' 1 ' Please print , by Date Personal irdwtnatia- You provide taay be teed dory (Privacy Law. s. ~ 5.04 (1) (m))• 1 ~' Properly Owner ~ ~ ~ ~ ~ PropeAy Location n Govt. Lot 1/4 ~1M S T Z~N R E _ , . , ., Property Owner's ti~Gr-g Address ~' `' ,~ Lot # Block # Subd. Name or CSlUllf ' s1.eRax t State ~ C'~ ~ ~r;: FFICE ~ City ^ village ®Town Nearest Road .. ~~ . Qj New Use: ~ Residential l Number 3 _ y Code derived design flaw nee ,(~ U U GPD ^ Replacement ^ Put>flc or oorrimercial - Descnbe: Rarerrt material a __ Food Plain elevation if amble R IGeneralnis sYSfzm { {J• ~/• $~ and recanmendations: .A G, yc , e 1t v • ~/• g ~ 1 o ~~ Pit Gramd surface elev. c16. !O R Depth to t~nifing fac~Or 13~ in. ~ R~ Horizon Depth Dominant Redox Desa~On Texture Structure Consistierioe Boundary Roots in. MirnseN Qu. Sz. Cont. Color Gr. Sz Sh. 'EN~'I 'E / p_~ L ---~ 1 v.~ 2 _ --~ 5 • t ~s -~ . 8 ~f-1 y ~ l -- --' 7 a~.~ _ 39.1 ~S'•(, 2 Boring # ~ eonng ®Pit Ground surface elev. ~~ R Depth to ~ in. soa Rea Horizon Depth Dominant Redox Descriptiori Texture Stnri~we C.arsistence Boundary Roots GPD/fP in. Munsell (~u. Sz. Cont. Cobr Gr. Sz. Sh. 'Effl~'1 'Eff#2 p --+ ~~ t v.~ • ~" Z t3- 3 --, - ~ -~ k .~ , ~ .~ 3 tp -. ms O tm cr5 - 1.2 ~--. ~. a ~ -- - • ~ Z ' Effluent;Y1 = 60D_ > 30 < 220 mall and TSS >30 < 1 50 moll ' Effluent r1f2 = BOD. < 30 rrglL and TSS < 30 mglL CST Name (Please Pmt) Sirgnature CST Pkunber ~- -- a5 qdd~ Da6e Evaluation Condu~C! Telephone Ntxnber Property Owner ~/LT"t Parcel ID # Page ~ of~ ® ®Pit Ground surface elev. 95. ~d ft. Depth to Inviting facta',~ in. ~~ lication Rate ~n~ # U ~~ d Roofs GPDKf Horizon Depth in. Dominant Color Munsell - Redox Desciiptiort Qu. Sz. Cont Cobr Texture Structure Gr• Sz• ~• Consistevoe ary Boun '~~ ~ o- ~ s ~ 2 lv~C •• 5 ., 3.2 ~q. ^ Pit Ground surface elev. ft. Depth tQ Inciting factor in• Soil lication Rate n i ti D Texture Sb'uchne Consistence Boundary Roots GP D/ff Horizon Depth in. Dominant Cobr Munsell p o escr Redox Qu. Sz. Cont Color Gr. Sz Sh. 'Eff#1 'Eff#2 ^ Bormg # U ~~ Ground surface elev. R Depth tD limiting factor in. ^ Pit Soil ication Rate Horizon Depth Dominant Redox Desa~tion Texture Struchue Canoe Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effax1 'Efi#2 'Effluent #1 = BODS > 30 <_ 220 mgll acrd TS$ >30 <_ 150 vIgIL ' Effluent #2 =6005 <_ 30 mgll. and TSS <_ SO mgll. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sen-e3w ~xmroo~ PAGE~OF NAME t~d ~'t -~- ~ LOT# ~P sLEGAL DESCRIPTIONSw '/o NE'/4,S /(o TZ.a ,N,R f 7 E (or)® l SCALE: I "_ ! ~ ~ BM I ELEVATION ~(~ ' Q BM 1 DESCRIPTION na ~~~ ,' n /(} ~~C L.e ~'Y ~-i'•e-~ --» -~^ BM 2 ELEVATION ~~O - C~ ~ / BM 2 DESCRIPTION y-a ~ (~' ~ g ~ P : /~ 2 SYSTEM ELEVATION ~ ~. go ALTERNATE ELEVATION q~~ ~b CONTOUR ELEVATION ,f/ /~- r~ '~ Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- Table 1: System Design Specifications Sanitary Permit Number ~j Number of Bedrooms Design Flow -Peak (gpd) (ccsD Estimated Flow -Average (gpd) cs0 Septic Tank Capacity (gal) 7~ Soil Absorption Component Size (ft2) `~- '- Type of Wastewater Domestic Table 2: Soil Absorption Component -Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow -Peak (gpd) (2tsn 4 9 Maximum Influent Particle Size (in) 1/8 Maximum BODS (mg/L) 220 Maximum TSS (mg/L) 150 Tab le 3: Maintenance Schedule Septic Tank Inspect and/or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se ti and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filter hall be cleaned as necessa to ensure proper operation. The filter cartridge shou no a remove unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. 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, defective, 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 wifhout 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 maybe 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 t~iis 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 wastewater 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, soil 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 ' Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep-rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. ~ 6+/ Oti S7- 1;,~ r K ~ ~ ~ G ~lS~ ~ ?fib ~6 3 OwnerBuyer Maitirwg Address Property Address CitylState ST CROIX COUNTY SEPTIC TANK MfAII~iTBNANCB AGRBEMBNT AND OWNERSHIP CERTIFICATION FORM ~~h 5-~- w~rc1~ ~ ~~ ~ ~~l~S (Verification required from Planning Department for sew ~-/O 3 `t Parcel Identification Number ~~~' /D33-~v, o ig =/~3Y--is~ z.G; ~ LEGAL DESCRIPTION property Location -~ c-t~ t/~, ~~ '/<, Sec. / ~ , T ~' N R,,,~.~W~ Town of Subdivision Lot # ~ ~~ Certified Survey Map # ~ ,Volume ~ , .Page # ~Yarranty Deed # (0 3 2 38z- ,Volume (~S 3 _, Page # 3 S" ~ Spec house ^ yes ~ no Lot lines identifiable yes ^ no Imprcpat tree aaad Hof yam' ~~ c~uttd resntt in its premature failure to handle wastes. Proptx a~aatenance caaad~ of po~g ~t the septic tank ct-«y three years or soon, if needed by a'lioeased pumper. 'What y~ laxt into the systeart osa a~ the firaction of the septic task as a treatment stage is the wasoe disposal system. The lx'oP~I- owner agre~os to submit to St. Croix Zoning Departm~t a certificati~ f~- ~` ~ °~ and by a p~'~ j~aeymaa glumbex, resb~ictodphrmber or a liuasodpumpet'vmifyhrg ~ (l) ~ on~ite wasto~vaterdispasal syshan is ~ proper operates edition and/or (2) afiu inspection sad pumping (if nec~rY). ~ optic tank is less thaa 1!3 full of sludge. ~, ~ ~ have read the above a~ and agree to maiatsia the private sewage disposal wrth the standards set S. herraa, ~ ~ by ~ ~ of Cam~nx and ~c Department of Natural Resourcxs, State of Wisconsin. Certification ~g $iat your septic system has bees maiatained must be completed and retraned m the St. Croix Couaty Zoaiag Oyu withia 30 of the thm year - ties te. S ,7,a SIt3l3ATt,JRB 4F APPLICANT DATE O~Y.NEIt CERTIFICATION I (we) urtifjr that all statements oa this foam are true to the best of my (our) lrnowtedge. I (we) am (are) the owner(s) of pmp~y 'hod re.~f a warranty deed roc;ardod in Register of Deeds Office. ~ , '~/ ~ / ~_ Slt,INATURE OF APPLICANT DATE ~ «««««~ «.s««« Any information that is mis-rapreseated may result is the sanitary permit befog evoked by the Zoning Departmen «s Indud~ vrlth this application: a stamped warranty deed firm the Register of Deeds office a copy of the unified survey map if refa~eace is made in the warranty decd Document Number This Deed, made between STATE BAR OF WISCONSIN FORM 1 - 1998 - ~ ~~~~3Y~~51 Glenn Knudtson and Ronald C Bonte __ _ _, Grantor, ana ~ Ronald C. Bonte Grantor, (or a valuable consideration, conveys described real estate in $t • CTOiX _, Grantee. to Grantee the following _ County, State of Wisconsin (the Property ): A parcel land in the NW } of the NE in the SW ~ of the NE } and in the SE } of the NE } of Section 16, T29N, R17W in the Town of Hammond, St. Croix County, Wisconsin described 1632382 KATHLEEN H, WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 10-25-2000 9:30 AM YARRANTY DEED EXEMPT N CERT COPY FEE: COPY FEE: TRANSFER FEE: 112.50 kECORDINS FEE: 10.00 PASES: 1 RW;ording Area ' Name and Return Address as; FIRST NATICJNAL BANK Beginning at the N} corner of said Section 16: P~iSt%"`JO0 Thence S87°42' S5"E along the north line of the eSld'rv(Tt 1A'i 54002 NW } of the NE }, 1003.71'; Thence SOS°37'58"W ~`$_~~a~_&,© along the West line of the Certified Survey Map Volume 14, Page 3896, 463.37'; Thence S87°43'08"E p(g-/b$~-OOr/~ along the South. line of said Certified Survey Parcel Identification Number (PIN) Map 401 .23' to a point on the East line of the This is not homestead property. NW } of the NE }; Thence S00°40'02"E along said (is) (knot) line 874.76' to the southeast corner of said NW } of the NE}; Thence S88°05'04"E along the North line of the SE } of the NE } 700.29'; Thence S00°35'45"E 186.99'; Thence N89°28'02" W 892.09'; Thence N53°59'37"W 603.59'; Thence S89°15'45"W 650.00' to a point on the West line of the NW } of the NE ~ of said Section 16; Thence N00°44'14"W along said line 1244.53' to the point of beginning. Contains 39.76 acres. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except road right-of-ways, additional easements, and conveyances of record Dated~this,~. 0~~ ,day of October , ~~'C~' ~""r~ ~ • (SEAL) (SEAL) Ronald C. Bonte Glenn Knu tson {SEAL) AUTHENTICATION Signature(s) authenticated this day of T[TLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Ronald C. Bonte 1011 1. Hammond, WI 54015 (Signatures may be authenUCated or necessary.) ACKNOWLEDGMENT (SEAL) State of Wisconsin, ss. St. Croix County. .-µ Personally game before me this .~2.n _ day of Oc Whet .294, the above named Glenn Knudtson Ronald C. Bonte to tY~~r+ me known to ix the person S who executed the foregoing , (~J'~., irtstru t and acknowled the same. -'ti FWi/ ~~~~ • ~ At IL ' •~~. Notary Public. State of Wisconsin ,:' My commission is permanent. (If not, state expiration .date: ' Names of persons signing In any capacity must 6e typed or primed below Heir signawrc. STATE BAR OF WISCONSIN wtsconsin Legal frank Co.. Inc. WARRANTY DEED FORM No. 1 - 1998 Milwauke6, Wis IGHT TO SERVE TO AREA. N SHEET LEGEND _ _ _ >~ FOUND 1 " 1 RON P 1 PE ~. EV. ^ 1127. T5 • FOUND 2" 1 RON P 1 PE O - SET 2" X 30" IRON PIPE WEIGHING 'n~ 3. 65 LBS. PER LINEAR FOOT ~2'~ 1 ~ ~ NOTE: SET 1" X 24" IRON PIPE WEIGHING 1. 13 LBS. PER L 1 NEAR FODT A T ALL ~'' ~_ _ _ OTHER L 07 CORNERS )2, _ ,N 43' "' - UT 1 L ! TY EASEI4ENT (TYP. ) -0 --T--- ••••••••••• - SETBACKS ® - DR 1 VEWAY L OCA T 1 ONS ( ) - RECORD DATA HWE - H 1 GH WATER ELEVATION 100-YR - 100-YEAR FLOOD ELEVATION l~ o c ~" (o ~ ~ q S ~, RtGt~.J~R~S b1~i~ LOT 6 1 ~'r,,cRar~r "v~~'. ~ Rtc~a-~t ~~.oor' . g .slat ~-~ ----- ~A .~QQ ', *'~ O ~~ t~ r i x -MR 2 ~~. g _ -----_._. - -- --- ~µ~~ . ~ ~~~~~~~s BEARINGS REFERENCED TO THE EAST-WEST QUARTER L 1 NE OF SECT ION 16. l1~ASURED AS S88°27' I7`E. (ST. CROIX COUNTY COORDINATE SYSTEM) 100 0 100 200 300 GRAPHIC SCALE -FEET V ^a, ~. a° ~a,~.25 :~i x' LOT 51 2.81 ACRES 122, 531 S0. FT. 39~,.... N72° ~, ' I, E DRAINAGE AREA LOT 52 2.34 ACRES //j 101, 983 S0. F a 13 ~o o LOT 53 cv 4. 49 ACRES voi 195, 615 S0. FT goo-rR / HWE~ 10EE.5 ~~~. ~,. . ~ DRAINAGE AREAI ~, NWE= ioe2.2 ~ j i i 0 /y W ~~ / LOT 54 . ~ ~~ ~ 3. 71 ACRES ,'"'~!~~~161,700 S0. FT. rn b1 $ w A m m A A zso. oo' 520. 00' (TH 1 S SHEET LOT 55 3.54 ACRES 153, 984 S0. FT. ..............................9 ........... ... ..... ....... • ~ " ' •• SETBACK .... LINE .............• _ ®--- 14 ~ ----------------- io ............. ia__---- _ o .................................• - ----------__ "' . 81.21' - 95 S88 ° 25' 24' E 352. 78' - - 226. 55' - - - _ _ _ _ _ - ~ - - -~~ =B3"3/'28"E 332.88,06.31'- ~~ ----®104 I6~4.E 185.8=~_=75 ~_ N78 ~' . ~-~__ ~~ ~ 88 N7 ° --- -------- 240.00' -------- 58.39'-------- N83°3/'28"Iy ~- _~~ 4 yy 85. 9 ~- ~ _ ®° ~ '/O6. /9'-_ 332.86' ROAD $18°411g8.5 ~ - 27.3®~' 6 .- /C .........................................................LINE ---------22® 67'•-------6 ~ ® .. SETBACK .. ................. - ...... ® -----" t ..........................• i DRAINAGE AREA LOT 6 4 ' I, 2 Z 2.30 ACRES $ o - 100, 021 S0. FT. ' A ~ LOT 65 Z g e - +- 2.43 ACRES $ I A ~; a 106, 002 S0. FT =• 'a "- ~ LOT 66 ~ ~, LOT 63 ~: LOT E ~ 2.57 ACRES a ~ 2.36 ACRES ~ 2.61 ACi o, 1 11, 895 S0. FT. o ~ 102, 707 S0. FT. ~ 113, 732 S( ~ A A I U A ~ W DRAINAGE AREA 1697. 36' ( 1 229. 2 UNPLATTED LANDS EAST-WEST QUARTER LINE ......................................... CA TED IN AN NOTE: BENCHMARK DATUM IS MEOWNERS SHOULD ORTHO HEIGHTS GEOIb 96 NC. i:LATED ACTIVITIES DISE, EXTENDED ~C. MNE~ t0E7.3 225. 05' Ns8°27' r7"w 2277. or' (-. 5302. 04' f TO EAST OU. NOTE: GRADING THAT THE CAPACITY OF TH SHEET r OF 3 DRAINAGE AREA IS P.