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HomeMy WebLinkAbout018-1018-90-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety ars~i Buildirg +Jivision INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Bonte, Ron Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: C f- y ~S < TANK INFORMATION ELEVATION DATA County: St.I/fOiX Sanitary Permit No: 399515 State Plan ID No: Parcel Tax No: 018-1018-90-000 STATION B5 HI FS ELEV. Benchmark a -!• /~ Alt. BM Bldg. Sewer ~.Z 9 , f S t Inlet ~L Ht Outlet s" Qi! ~ Dt Inlet Dt Bottom Header/Man. ~• ~~ ~, ~, Dist. Pip ~ / ~ (~,~ Q~, 3S Bot. System L 4 .'P~ ,d ~ U Final Grade Q 93.0 St Cover It. k y TYPE MANUFACTURER CAPACITY Septic ' sc/ 06d Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~~ ~ ~~~ / ~ ~, Dosing Aeration Holding PUMP/SIPHON INFORMATION Number Loss SOIL ABSORPTION SYSTEM BEDITRENCH Width ~ Lengg~th DIMENSIONS '3 / .3 - INFORMATION DISTRIBUTION SYSTEM Dia. '/L y~ BLDG WELL LAKE/STF ~0.. L OR Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake ~ ~~ s Pipe(s) / + ~ 9 ? S ' ? ~ ~ / / ~. ~ ~ '~' o Length . Dia Length - - Dia pacing ~ SOIL COVER Y Prpcsura Svs4amc Anly rY M~untl Or At-Grade SvStemS Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center BedlTrench Edges Topsoil Yes ~ No ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ ~ /1rZ/~ Inspection #2: / / Location; 1011 170TH AVENUE Hammond, WI 54015 (SW 1/4 SW 1/4 9 T29N R17W) NA Lot / Parcel No: 0/9.29.17.1396 1.) Alt BM Description = 54' U11sf ~, `~~ ~~ ~Y S~ U/yffo . GdbOw~.a.-aQ/ 2.) Bldg sewer length = f' 3p - am//ount of cover = ~j j ~~ ~e y~ ~ ~~ f705Ch/a~~. ~p.~p~S iwf~~lr~ ~~- Plan revisi~ ed? Yes No ~ n Use other side for additional informati n. ~ T SBD-6710 (R.3/97) Date Insepctor's i ature Cert. No. """"''` ~L 5aft:ry uzd lduildir,~;s ~;• •s;c~_..~ ~ ~~"~ S ~ ~ r; 20i w'. wet;bia~tot: Ave. , P•C• 8aa 71~ ~G ,~,.,., .--~ ~dleaon, +k'Y l37G~ - "S6~ ~~ ~ Addre+~~~ Tl -~...~.~ ~~,, ~„rr~t ~~brt ', lt~ury Permit Appl~c~tian 399 s~.5~ ~1 MIMOrd t#dd1 t~ ~~~. ~~ ~. 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Adm. Code 1203 Page t of 3 Certified Soil Testing ounty Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must in l de t li it b t d t ti d h l f l i t i B i i d St. Croix c , u no m u e o: ver an zon re ca or a erence po nt ( M), d rect on an Parcel I D percent slope, scale or dimemsions, north arrow and distance to nearest road. ~ . . 018-1018-90-000 Pl i 1 ` t ease pr r o n - ., '-~-~ i R viewed By Date Personal information you provide may r~ seconds purposes ~w.~71 s. 15.04 (1) (m)). ~~, ropey caner r- ,., f ~ , ropey oca ion Bonte, Ron ~;`' ' `" e ~` ovt. Lot SW 1/4 SW 1/4 S 9 29 N R 17 W Property wner's ar ing res -~ ,~ ~ ~ of # Block # Subd. Name or CSM 1011 170th St. r, , ,_..~, ~<~ ' City S ~' dip Code ber ~ Cit Village Town Nearest Road C Hammond ! W1~, '54015 Ottt6~~53~~y'd~ ~ Hammond 170Th St. New Construction Use: Re ' ~fitiAl,/ ~IuY~1~@p~of rooms 3 Code derived design flow rate GPD ~ Replacement Public o1r'aor~ca -Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install minimimum of 2 - 2.7' x 93.75' Stipulation 1099 chamber trenches (15 shells each trench); recommend 4 - 2.7' x 62.5' 1099 trenches (10 shells ea) Boring # ~' Boring Pit G f d S l 93 3 roun ur ace e ev. . ft. Depth to limiting factor ~_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-6 7.5YR 3/1 - sl 2 m gr mvfr cs 1f/m .5 ~, 9 2 6-26 7.5YR 3/2 - sl 2 f-m sbk mvfr cs 1 m .5 I 9 3 26-48 7.5YR 4/6 - sl 3 m sbk mfr cs 1 f .5 .9 4 ! 48-54 7.5YR 5/6 - sl 1 m sbk mfr cs - .4 .6 5 54-76 10YR 7/3 - fs 0 sg dl cs - .5 .9 6 ,76-84 ~ Qo•~~ SSBR j ~ ~l rs mono r rc, wea y cemen a rests an o pene ra ion;-- tifi d 7 t 5YR 5/6 62 64" 1 y2" 59 o.f, + ra . e s @ - s @ Boring #_{ Boring J Pit Ground Surtace elev. 93.0 ft. Depth to limiting factor ~ 85 in. Soil Application Rate Horzon ! Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-6 7.5YR 3/1 - sl 2 m gr mvfr cs 1f/m ! i .5 ~ i 9 2 6-19 7.5YR 3/2 - sl 2 f-m sbk mvfr cs 1f .5 _ .9 3 19-50 7.5YR 4/4 - sl 2 m sbk mfr cs ", ~_, . ? ~9 4 50-54 7.5YR 3/4 - Is 0 sg ml cs - „}7 ii ~'~1.2 "• ~a. 5 54-61 5YR 4/4 - sl 0 m mfr '` ~. - ` 5 6 ! ' 61-66 7.5YR 5/6 - fs 0 sg ml a~T 9 7 'i 66-73 7.5YR 4/6 Ifs 0 sg ml - C .9 ,~''' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 _< 150 mg/L 'Effluent #2 = BOD < 30 m~l~ T°_'30 mglL ,` f, ame ease not rgna ii ~~ ' Henry F. Grote 2 ~', Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 4 51 6/17/2000 715-233-0398 r Property Owner Borate, Ron Parcel ID # 018-1018-90-000 Page 2 of 3 Za Boring # ~ " Boring Pit Ground Surface elev. 93.0 ft. Depth to limiting factor ~ 85 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 8 73-81 10YR 5/6 - fs 0 sg ml cs - .5 i .9 9 81-85 10YR 6/6 _ fs 0 sg ml - - .5 .9 - I i I uregu ar strati ie s an s e ow typica y - t is w ere not iscontinuous ^ Boring # Boring Pit Ground Surface elev. 92.8 ft• Depth to limiting factor ~ 86 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 7.5YR 3/1 _ sl 2 m gr mvfr cs 1f/m .5 .9 i 2 5-14 7.5YR 3/1 _ sl 2 f sbk mvfr cs 1 m _ __ .5 I~ 9 3 114-36 7.5YR 4/4 _ sl 2 m sbk mfr cs 1 m .5 .9 4 36-83 7.5YR 4/6 _ sl 0 m mfr cs 1 m .3 .5 5 ~ 83-86 10YR 4/4 _ s 0 sg ml - - .7 1.2 i ZZ' ~ ^ Boring # Boring ,; Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P Z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. --- I ecommen oversize to 4 - x s e s ea ue to texture variations at epth 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L 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. SBD-8330 (R.07/00) Certified Soil Testing 1 l • '~ y1 " 4v ~~ T~. ~ C 1~ 1 _~ ~ i o z o ~}o S ,~ ~iT'~'t Lii3,}4, L~ 5~~.. t" = 4-~ ~ ~~ ~~, S ~ .¢.~ ; ~q.~.`8 1, ~,~ ~ ~ s~ ,. ~~ _3 ,~ ~~~ ~~ ~ ~f~ ,,-t,, (S ~; ~ ~ 1:.~, ~ m (fir a c~Q,,,,,~~,a. ~ ~ ~3~ ~ s ~~~ .CST -b ~c -z~"' ~3rt ,,.~ U (~ t S y ~a~ U'P'S ` ~ v M i~ ~q ~ ~., v+~~ : r ~ w1now. ~b..U. cy,,,~,~ ~,,e, ~`~'~O` ~ ~12~ ~.Is~, W cam.. sd,,,.~r - I ~~.w, s~; is ~~ ~•e. c~-s~- ~~ ~ ~ ~`~~~ ~~~~-~~N~ ~~~ ~°"~ i (as.r~ Ca 3.a ~ 5°~c I ~ - - ,r. ~n ~ ~ 2 ~ { ----~ ~'3.~... CqT.~) (QZ C53•o~ ~- ~~ ~~ ~n C.~ 2.1~~ 1•-a~.3) la~ ~~5,1~ ~~ s •~ s l-e.~,.. ~~Q.Q.o~..~~ Q.tQ,4. l e ~ 1 hAG~ "'? 0~ -~ ~~~ M j~j } 3 ^ Q ~ a a ~- s ~iry ~ ~ ~ o M ~~ ~ ~, ~ ~~ ~ s 9 .~~ ~~ m $y ;~ ~~ ~ ~ ~ $ ~ • • ~ - ~~ ~ ~ ~ _ ~~ ~ ~ ~ ~~ •o~ g M ~~ V ~... w m ..... . .. . .... ~y ~ r ,~ ~~ y ~ II 3X ~" ~"M \ V 1 s r ~ ~ 2 ~ ~ ~~ ~~ ~~ ~a N . ~ ~ ~1 ti'1 ('~ ~ ~ ~ ~~ y ~ Cw CSt ~[ W ~ ~ W a t M 1 ~ s • • ~ v /~ V ~ ~ ~ ~ +/ ~ jp V C ~Q C. W ~~ ~,g~. ~~3,`~~~ O.~~c~~ ~ ~~~ m,~ ~ Q~ g~'o ., .~. ~~ ~~ ~~~°~ mO°`~ Q' ~?~ (A ~ ~ ~ ~: ~~ .~ C G A ~ ~ ~ Cx = ~ O ... ~ ~ ~ _ ~O O ~ ~; ~~~~ ~ _ c~ 3X 4 ~D Ch i y~ Invert 11'-~ r^ ~~ ' ~ "'°' ~ ~ (~'~ ~ j ~ ~~ ~ ~~' `C Q (p n "! ~ m ~- a~m ~(t ~n ~~ ~ U . ~~ ,, ~.' r Private Onsite Wastewater Treatmen# System Management Plan Septic Tank And Gravity in-Ground Soii Absorption Component Pursuant to Comm 83.54 Wis. Adm, Code each Private Onsite Wastewater Treatment System (POW'TS) 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 f le at the county zoning or health department. This management plan compl':es with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- TahIQ 1 ~ SvctAm i~esian SDeCIflCatiOnS -, - - Sanitary Permit Number ~ - .S-I S Number of Bedrooms 3 Desi n Flow -Peak d) Estimated Flow - Avera a (gpd} tT'~ Septic Tank Capacity al) ~ Soil Absorption Component Size ) T pe of Wastewater omestic phis 7• sn31 Ahenrn4tnn Cnmeertsnt .Limits of Reliable Operation Septic Tank Component Soil Absor tion Component Design Flow -Peak ( d) Maximum Influent Particle Size (in) I `° ~"`~ 1~8 Maximum GODS (mgdL) Maximum TSS (m dL) 220 150 TahEe~ '~~ IIA9lntenance Schedule ~~ Septic Tank ~ Outlet Filter Ins ect and/or service ante every 3 ears Inspect once a year and clean at {east once every 3 years Soii Absorption Component Ins ect once every 3 ears Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. 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 intercepters, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic k and outlet filter shall be assessed at least once every 3 years by inspection. Th et fil# r shall be ~laaned as nece~rv to ensure proper operation. The filter cartridge s. not be r mee r ov unless provisions are made to retain los ftls in the tank that may slough off the biter when removed from its enclosure. if the Management Plan far a Septic Tank and Soli Absorption Component fliter is equipped with an alarm, the frlter shall be serviced if the alarm ig activated continuously. Intermittent flit®r alarms may indicate surge Rows or an impending continuous alarm. The septic tank shall have Its contents removed when the volume of seam and sludge In the teak exceeds 1/3 the liquid volume of the tank. Ii the contents of the tank are net romaved nt the time of an assessment, maintenance peroonnel sttolt 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 risere, access risers and oovers should be inspected for watertightness and soundness. Access opsntngs used for service and assessment shall be sealed watertight upon they completlan of service. Any opening dedmed unsound, defect#ve, or sub)ect to failure must be replaced. ,Exposed access openings groater than 8-tnd~es in diameter shall be secured by an effective locking device to prevent acciden#al or unauthorized entry into the tank. ., No ono shotr/d rsnt+ar o septic or other tra~etmsnt or hvldlno bat9c far stay mason without 1»!ny Its full corrrpltanaa with OSHA .etandrrds llor etrtottRy a co»flrred apses, Tho atmaaplan w!lhln the septic or Other traabnent of ho/ding tank may contain lethal Maas, and roaaue of a pev~ton tlrotn tho InMrJor oithe tank maybf ditlMtault orlmpoaslble. Tank abandonment shall be in aacordanca with Comm 83.33, Wis. Adm. irode when the tank is no longer used as a POWTB component, The soli absorption carnponent serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of `~tls 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 tellable operation, t3ood water conservation practices by all oGCUpants and the instaltatian r3f water conserving plumbing fixtures are key factor: in extending the useful life of this campanent. The soil absorption component`s operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels cf pending, if any. in the observation pipes, and a visual inspsctlon for any ®vidence of surface seepage or discharge from the component. Can steeply sloping altos, areas of erosion should be identified and reported #o the owner for repair. The susiace discharge of domestic wastewater ar sawsg+~ from the system la prohibited and considered a human health hazard, Traffic around ar over the soil absarption component should be avoided particularly during winter months, The compaction or ramous! of snow covet over the component may lead to hydreufic falluro by freezing. This type of failure is usually temporary, but is dlfticult ar impossible to repair until weather condl~ans improve. !n generai, soil compaction over this component wail reduce ditfuston of oxy®en Into the soli and dispersal celi, Inrhlch may ie&d tp more intense, send earlier, organic classing of the soli. Z J Martapement Putt fora 6eptic Tank and Soii Absorption Cornpa,~ent Piar~ings o- deep-roo~Id troea ersd ~hruba dirsatiy Over at within ten feet of me camporwnt should be avoided since toot intrusion rota the camponen4 may obittuct wastewater flaw, Contingency Plan In the event of system taHure, a new system could be initailed in an alternate erne. With the Iristalia#on of a divertar v*iva, t~ existing system could also be nuifed abet a period of three to !'our yaarn~ k is tthe property owners reaportsibiilty to maintain the a area free from any piantlrtp of tteas, shrubs, eta, lrt case pP failure of the arigirtei syetern, the alternate area wil! be needed. K any trees, ihrube, etc. haw t~eert punted art the alternate area, t~tey will have to be ntr+oved at prc~rty owners axperuee if aiterrtate area is destroyed, there are other aiterrtiatiw ayetems that can be used, in which, could tt»uit in added expanw to the property owner, Any tank abandonment ahall loe done In acoordanae with Wlsa~ Coda 8.33, Any questions rogardinq this code, please contact your loaai Zoning Office or contact the iMtaiiirtg plumber, ~~aN' N ~ 'p>~ ties. ~'1 tS~3 g E„ - t.l to8 fl ~ c~, v~xr- alt-~a. ~L ~Lw~b~~+~ ('tj5, 3`b~••31 ~ 1 ST CROTK COUNTY SEPTIC TANK MAIldTENANCB AGREBMENT •-AND OWNERSHIP CERTIFICATION FORM sailing roperty ~i h 11711 1 ~" AV~EY-UZ (Verification required from Planning Department for now construction) .~ 0,1'Yl YYl d Y~ d ~ W i Parcel Identification Number ~ l `~ J I O 1 ~6 =~1 C~ . ~1+i(.iA~L ~~l.tur ilvj~ S v~l , T Z~ N_R ~ W, Town of Ummo n~. ~p~y tion S V~ /~, t~, Sec _~., _____ w Lot # ______• ~n _, Volume .Page # „ Survey Map # r Deed # S~~J may' ,Volume Page # ~'~ ~_• Spot house ^ yes D no Lot lines identifiable ~ yes ^ no 2 9 ~ °~- ~~. STE 1VSA] ~ ANCL ;propex use and maintenanceof your septic system could result in its premature failure to handle~t u u t into~the system coosisis o pumping out the septic tank every three years or sooner, if needed by a lixnsed p~ ' yo P can aff the function of the septic tank as a treatment stage in the waste disposal system. ~ a certif' nation form, signed by the owner and by a property owner agrees to submit to St. Croix Zoning Dcp~v that (1) the oa-sita wastewaterdisposal system Cpl , journeymaaplumber, restricted plumber or a lieensedpumper ~YmB yS is p operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. nts and agree to maintain the private sewage disposal system with the standards ~ ~ 'geed have read the above requireine State of Wisconsin. Certification set forth, rein, as set by the Department of Commerce and the Department of Natural Resources. Office within 30 stating t your septic system has been maintained must be completed and returned to the St. Croix County Zoning days of three year expiration date. 1 / ~ / DATE ~(}Np OF APPLICANT O R C R CATION arc the owncr(s} of I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am ( ) ro cry described a e, by virtue of a warranty deed recorded in Register of Deeds Office. ~ / ~/ C~-'~ - DATE ~(}NA OF APPLICANT Any information that is mss-represented may result in the sanitary pcrnait being revoked by the Zoning Department. ""`' «~ fss~s~' ss Inci de with this application: a stamped warranty deed Fromm a ~~mfte~~ Ada ~e nth, deed a copy of the certified survey P a ,~ ~ ..... .. ry QUIT ~'J.AIM PEED ;j~;,:u.~ ~~~~ 1.:~ ~rjD,,:.~~i1 K;c'_ N. Ulferts .. ! Kafherrna G. Ulferts, aik/a Katharina C. ' Jife ns, aik/a Kath?Tina Ulferts, a/k/a Kate Ulferts, a/k/a Katharina .:fens. ic:.i r„ ,.. - .'.:i.::g ~; -;..r !•.ors~• r -ar_t-.~! E~.:~p:;_~_.... :i. ., Karl M. 't arts and Kataa rna G Ulferts Pamily Trust, . .. ,.. _. .. ..,. r -.._ 1 Bp.. .. ..,- .gnat T': f, H,_: ;e:. ~~:~ er•: nor, .:.e to...~:..:nq .,cr~l _d~.~.+_ i ._ - ird rip:. _ ._. .~' ~c~ ;f :h :;~-n:a:... ,.. -;.... ~ ..::' .'.: :.., : ~.o ~ _,:•.d •P r.,i,:ei :.~ , .:.:, __ yea.,., ~[ _.. . ., .. .., i ., __.. _.,. ..... .. ...,LEr ~r.. ~. _ _ .. - _ _ . ... , a;pane . ~ . ,pc .....~-: i`i;. ,qa.. ~. `: ro.•< J_i:: ~~ [cr t' _ _'ls , :::(DMPT PER IJISCO~:='S STATUTE 77.:?1~1) CT. .i i~JJ ~.1 L•.. .. ~aUC, 1 ~ 199H 3 : 3 G P;.. y ~ :u0i ;:'o~: ~;-!~ 'Lip ~Erl,t:.rJ .._i;RE~3 ~~ Leo ~. Beskar, :+ttorncy RUDLI, BESKAR, BOLc:S ~ r~R.`'tG::= ~ ~ri 219 Nortn °lain ~tre~.t, P. i. ~ ;:, '.. '~Rivrr FaliS, ,1I ~~4022 010-48~-0000; OlU-510-0000; 010-507-OOvO 002-1026-80; 002-1025-4t~; 018-1018-2~; 018-1013-30; 018-1018-4U; 018-1018-50; 018-LU13-60; 018-1018-70; 018-1013-80; 018-1p1d-90; 018-1015-60; 013-i01~-7C~; 1)113-1015-8U; 018-1015-9U; x)18-L0:~-uU F'~pin C~ur.cY St. ~ruix ~~unty , «.,-~~„~~ per j- ~ SEACJ i Se.ALi 4 AUTHENTICATION :: ~c.~c~.:res of Rarl M. Ulferts and at arina C. Ulferts ~.,.t~.enlir _ da• of August, 1998. Leo A. Beskar TITLE: MEMBER STA I'E BAR OF '~JISCONS IN .f r.oc, _ a~~~hori-ed by ;'J6.06, his. S[a[c.J -----' THIS INSTRUMENT WAS ORAPTED BY: Leo A. Beskar, ACtorney .. ., .. 3ESr:.aR, 90LES S KF.JEG P?, S.C. :3 ., ., rth ~i.^. Sc: __ P. O. Sox 138 Karl M. Ulferts ~ ~- ~ . ---~-r-------- Ra[harina G. Ulferts ACRNOWLEJJCMENT STATE CP bJISCOHSItJ t 1 ss COUtJT'i , Perse^.a11y came before me this _ __ day of ___ _ 19 the abc.e na;r.ed to me known to be the personlsJ who executed the foregoing instrument and acknowledge .he same. Notary Public Count •, 'd., My commission is pEr^.anent. itfrot, e:cpiration~aate: r ~ ~ ., s - , '- I } ~iu~ 1_•}~~•)D~~'F ~~~~ EXHIBIT "A" Real Estate (St. Croix County, Wi~c~nsin) Northeast Quarter (NE 1/4) of Section Eignt (8) Township Twenty Nine (29) North, Range Seventeen (17) West. AND ; West Half (W 1/2) of Section Nine (9), Township Twenty Nine (29) North, Range Seventeen (17) West, EXCEPT Commencing at the Sou*_heast corner of sai~a West Half of Section 9; thence t7orth on quarter section line 341.8 feet; thence N82°W 340.0 feet; thence 552°W 170.0 feet; thence S39°W 170.0 feet; thence S56°W 263.7 feet to section lire; thence East on section line 793.78 feet tc Piace of Beginning. AND; South Half of Southwest Quarter of Southwest Quarter (S 1/2 of SW 1/4 of SW 1/4) of Section Twelve (12); And ATcrthwest Quarter of Northwest Quarter (NW 1/4 of NW 1/4) of Section Thirteen (13); All in Township Twenty Nine (29) North, Range Sixteen (16) West. Real Estate (Pepin County, Wisconsin) Lot Five (5), Block Two (2), Klampe Subdivision tc Town of Pepin, Pepin County, Wisconsin. AND; Lot 4, Block 4 of the Klampe Subdivision in the Town of Pepin, Pepin County, Wisconsin; AND Part of Let 1, Block 5, First Addition. to Klampe Subdivision:, described as follows: commencing at the Southwest corner of said Lot, which is the Pcint of Beginning; thence North 46°8' East, 135 feet; thence South 43°52' East, 91.40 feet; thence South 80°14' West, 163.03 feet to the Point of Beginning. Located in Government Lot 2 of Section Twenty-One (21), Township Twenty-three (23) North, Range Fifteen (15) West, all in TOWN OF PEPIN, Pep~n County, Wisconsin.