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030-2049-20-000
� . . \\ 7� o® � q 0 \ \j\ 0 777 _ / kkk / %)� ) � < k E•E � . / 6 Cu % . ID L C / %o °� - 2269 ® U u= ƒ ;; 2 § 5 ; § =Q> r \o m 73 9 < r 'm $ # � f $ \ \ \ E # % 8 � C\1 \ / 2 b � § z 2 \ � k k k / ) \ a ) / N / � \ � J � a b k Q } I k \ .. \ G .. E j \ Q 2 2 ƒ k k 0 f a§ k 2 k k \ \ k k k � \ t - g f 2 a � � � ■ �_ �-- 2 ] q) \ \ } - a 4 \ \ \ § _ \ 3 f 2 2 J � I k 4k/ % m ! \ / @\ \ \\ k Q / a E ¢a) / &5 �gQ� \ @/G � 2 2 V) , 6@ )$ 3 E 2 g % / / $ 0 2 f ƒ £ / CL k ) k k C $ J a 2 0 k J DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY &BUILDINGS INQ�JSTRY, C DIVISION , LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 HUMAN RELATIONS � (ILHR 83.09(1) &Chapter 1451 LOCATION: SECTION: TOWNSHIP /14141 }�: LOT NO.: BLK. Nd- SUBDIVISION NAME: NW 4 1 /4 27 /T 30 N /R 20&or) W St. Joseph 2 n/a n/a I COUNTY: OWNER'S �AME: MAILING ADDRESS: St. Croix Virginia Schneider 8919 Jane Rd. N., Lake Elmo, Minn. 55042 USE DATES OBSERVATIONS MADE I NO.BEDRMSICOMMER IAL DESCRIPTION: P OFILE D SCRI IONS5 R OLATION TESTS: �esidence 3 n/a �ew ❑ eplace 4 -30 -91 RATING: S= Site suitable for system U= Site unsuitable for system ? "� r ONVENTIONAL: MOUND: IN- GROUND - PRESSURE: SYSTEM -IN -FILL HOLDING TANK: RECOMMENDED SYSTEM:(optional) ❑U QS ❑U ® S [:]U ❑ S QU ❑ S ®U conventional ESIGN RATE: If Percolation Tests are NOT required D If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: class 2 Floodplain, indicate Floo dplain elevation: n/a decimal' PROFILE DESCRIPTIONS page 41 SIB BORING TOTAL DEPTH TO GRO NDWATER- INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTHMX ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B _1 7.17 100.48 none >7.17 .92bl.1. 1.50bn.sil. 1.08bn.s.1. 3.67bn.c.s. &gr. 2 7.16 100.50 none >7.16 1.08bl.1. 1.42bn.sil. .83bn.sil. 3.83bn.c.s. &gr. B- 3 7.25 100.45 none >7.25 .92bl.1. 1.50bn.sil. 1.08bn.s.1. 3.83bn.c.s. &gr. B- 4 7.00 100.35 none >7.00 1.17bl.1. 1.58bn.sil. 1.00bn.s.1. 3.25bn.c.s. &gr. B- B 5 7.08 100.40 none >7.08 .92bl.1. 1.83bn.sil. .83bn.s.1. 3.50bn.c.s. &gr. B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL - INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL -MIN. PERIOD 1 PERIOD 2 PER PER INCH P- P- P _ see design rate P_ P_ P_ PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SYSTEM ELEVATION 96.95 t �- �� o ff. I E 11 14 It PVC V)l0*4t __. __ . _E... _ _ , . �' 4 - E E _ T E; z2 F 3 E e _ � I F I, the undersigned, hereby certify that the soil tests reported on this form were mad4y, me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests ar r 1)t t e of my knowledge and belief. NAME (print): TATS WERE COMPLETED ON: Gary L. Steel n,'` %� �; (`j -30 -91 ADDRESS: Q y L �r J FICA ION NUMBER: PHONE NUMBER (optional): 1554 200th. Ave., New Richmond, Wi. 540 7__4 ``' �° 98 0 715- 246 -6200 I:` • � C S GNATU A DISTRIBUTION: Original and one copy to Local Authority, Property O er G Soir'f4ster. DILHR -SBD -6395 (R. 10/83) — E�R� I ' #. 44 F01"", C(,',fVIPLETIfJ!C FOR.Nri 115 639� V� SCIUNM'ul Q O.A yxhvx.� -kAojo J 1-.AX, G. M mm"M ram it, f F AWN OPM 1F ALL I t5ASIj5QN SCQ GQP0"TlQfI� "J FuLnGOU (V PLLASU "j"o o z 1 L""'Vyh� a, at how W; 0 UK V &V Mmma. V� flyf! z: 4MI >40� an mor) m :1 M40! op -ov Ne bux� sic to—n- ow 04� mc. un a TA 1��n ! ym 0 AAxyKI n�on� tocAi- AM Holy! wrap 30 DAY S M COOK! TV0, FOR CERP FIED SOIL I E S QUIS r T O TH E 0 VV NI E R This soil test repoit i; We On slep m bermQ a sonnam pxmvtZPw c' . "; a, me 11mmenmEmnayreclum, verification o, this smi tat in the hod VaH 0; pm ml bmw" ;I uniAnp M & Qns for the privav,� gmye vvown and a pomk snOwAks o"m ho wmmmd to 1:n, c- in ornlei to Mmm a purnk. T" mmay pmmA own on obramoy jad ox ! in or ., on, nam Q on, mmmcdon, Parcel #: 030 - 2049-20 -100 03/08/2005 12:55 PM PAGE 1 OF 1 Alt. Parcel #: 27,30.20.511B -10 030 - TOWN OF SAINT JOSEPH Current X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): ' = Current Owner * VIRGINIA ET -AL SCHNEIDER SCHNEIDER, VIRGINIA ET -AL 8919 JANE RD N LAKE ELMO MN 55042 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 17.230 Plat: N/A -NOT AVAILABLE SEC 27 T30N R20W PT GL 4 BEING LOT 2 OF Block/Condo Bldg: CSM 8/2388 17.23 ACRES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 27- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 6132 Use Value Assessment Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 13.000 2,500 0 2,500 NO PRODUCTIVE FORST LANC G6 4.230 174,400 0 174,400 NO Totals for 2004: General Property 17.230 176,900 0 176,900 Woodland 0.000 0 0 Totals for 2003: General Property 17.230 89,100 0 89,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 A Es 'co 4►eq 472166 co .,v'n a� CERTIFIED SURVEY MAP Located in part of Government Lot 4, Section 27, T30N, A R20W, Town of St. Joseph, St. Croix County, Wisconsin. N'u APPROVED 7W N LOT AREAS � Lot 1 Lot 2 AUG 0 2 1991 j u o 229, 818 Sq. Ft. 750, 327 Sq. Ft. ST. CMIX CoufgTY c ,n o 00 A IEHGNS1W PARK$ KANNWG 5.28 Acres 17.23 Acres AW 2>0N WSCOAAMME c: y d Note Public right -of -way exists on the existing traveled portion a of Peterson Street until street is up- graded or removed. � v A t o Pl of H_o_u_lton rn� PETERSON STREET ` E} Corner of N C N - - - - - -- - - - - -- d •• y _ m -. � (width unknown) known) %% East -west 1/4 line of Section 2 Section 27 O S88 "W S88 "W . 8 2 .......... .............. •••••••O . 2623.68' _ a ` LOT 1 Coups O S10 0 30 1 22 11 W 14.30' []Barn \ 131.75' N88 11 E 807.85' -0, 117.45' © \ o' ' LOT 2 ` S76 °24'03 "E � J i 133.68' \ . \eK Note Building setback is 100 feet \�y \ ; S00 0 29 1 58 11 W from existing.bluffline. 227.79' , y "130`:�`r, o M 334.57' �o o \s 4604 "E c ' S8601 o, �\ " OWNERS y' D Nancy ammack, S66 °01'47 "E 511 8 y� f = o y 200.38' - r o 0 E \1s o� �° W Frank Anderson Virginia Schneider G t '• �`' \ c N 9 \ q i/ N Tv CP, N d 8919 Jane Road North �`A ✓d "' J N y \ h 1' o ti Lake Elmo, MN 55042 `\ iop c `\ f N + rJ O \ w N � A LEGEND W N87 °44' 38 "E 822.61' County Section Monument - Aluminum Cap Found South line of Government Lot 4 \ • 1{" Iron Pipe Found Unplatted Lands 0 1" x 24" Iron Pipe Set, weighing 1.68 lbs. per linear foot ❑ Existing Building �. .� •}:.•,•• �w'•. - '---+- Existing Fenceline Edge of Bituminous Pavement ---- Bluff Line1AG1 x Masonry Nail Set in Pavement Existing Gully SCALE IN FEET '�, Np L;fji 0 200 400 600 SE Corner of Section 27 This instrument drafted by Fran Bleskacek Proj. No. 91 -09 VOLUME 8 PAGE 2388 TILT Q nAnT •1'1 CJn /I�i✓P� / INDU R 1, °� RE PORT ON SOIL BORINGS AN U DIVIS J r L 17 N IJUIL, _),i�_:., INDUSTRY, ION LABOR.AND PERCOLATION TESTS . 115 P. O. B OX 7969 ..HUMAN RELATIONS \ �ovl � � `� MADI6,ON, WI 53707 (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHIP /p LOT NO.: BLK. NO.: SUBDIVISION NAME: NW 1 /4 SE 1 /4 27 /T 3o N /R20&or) W St. Joseph 2 n/ I n/a -� COUNTY: OWNER'S ¢${SAME: MAILING ADDRESS: � C St. Croix Virginia Schneider 8919 Jane Rd. N., Lake Elmo, Minn. 55042 USE ' DATES OBSERVATIONS MADE r NO. BEDRIMS.7FU9997T DESCRIPTION: PR F IL D IONS: R LATION TESTS �esidence 3 n/a 13JXew ❑Replace I 4 -30 -91 n/a RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: NAL: MOUND: IN- GROUND R U : S STEM- IN FILLHOLDING TANK: RECOMMENDED SYSTEM: (optional) l O5 ❑U ®S ❑U ❑ I S �U ❑ S ®U conventional If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: class 2 Floodplain, i Floodplain elevation: n decimal' PROFILE DESCRIPTIONS page 41 SIB BORING TOTAL DEPTH TO GROUP D ATER- INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, A DEPT NUMBER DEPTHXX ELEVATION OBSERVED EST. 141GRE TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B -1 7.17 100.48 none >7.17 .92bl.1. 1.50bn.sil. 1.08bn.s.l. 3.67bn.c.s. &gr. B- 2 7.16 100.50 none >7.16 1.08bl.1. 1.42bn.sil. .83bn.sil. 3.83bn.c.s. &gr. 3 7.25 100.45 none >7.25 .92bl.1. 1.50bn.sil. 1.08bn.s.1. 3.83bn.c.s. &gr. B- B- 4 7.00 100.35 none >7.00 1.17bl.1. 1.58bn.sil. 1.00bn.s.1. 3.25bn.c.s. &gr. B _5 7.08 100.40 none >7.08 .92bl.1. 1.83bn.sil. .83bn.s.1. 3.50bn.c.s. &gr. B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL - INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL -MIN. PERIOD 1 PERIOD2 PERIOD 3 PER INCH P 1 P ---j P- see design rate P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hor zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SYSTEM ELEVATION 96.95 vc 1 I z 4 1 I 06 YY1z f_ r ._. _ _.; tIC I : I f i ..._ _ I I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wiscons Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief, NAME (print) : ESTS WERE COMPLETED ON: Gary L. Steel `1 ? -30 -91 ADDRESS: n IFICATION NUMBER: PHONE NUMBER (optional) 1554 200th. Ave., New Richmond, Wi. 54017 R,ECEIayt'.' 2- 8 715- 246 -6200 CST SIQ,NATU A n'. � CYy i tSl �-r DISTRIBUTION: Original and one copy to Local Authority, Property nd Soil }i' �) ZOI�t; DILHR - SBD - 6395 (R. 10/83) C1 4v i . . . .� . ` 0 o / T �, 2 # \ @ ® ƒ / / ° & $ $ % 8 /\ 2 m E k i &)/ ' 4 i \� �\ / §t 9 F3 = m = e . �82G w $ o = 6 ® E E ! E « 2 g§ §.a ■ . f \ / § t t 2 3 \ S q { C ® \ \ m "*;A, Q / \ \ / . § E . \ 0 0 0, CD . ` i \ § § § \ § § 0 /\ m O A §�) �/ ' 0 : r \ � / � � : § 7 0 _ g = - \ / . ƒ $ r 2 4 \' 3 E & 7 S E _ f , >§ k/ / 2 E D. RR \ ■ T $ 2 \ E] // § 2 § 7 2 \ » # a � ƒƒ288ƒ\ �G��k�K § E,.m <0 <2 CD a) § . 2 / 2 $ { a ° / =° , 0 CD § mq$� o�= _ o ~m,0 N -. o ]* \tee > c 7// . ƒ/i i \ �km 7 5 ƒ\\ 2 . % {CD } a 7E K � * § / � f \ . 8E �7 . � : Parcel #: 030 - 2049 -20 -000 03/08/2005 12:56 PM PAGE 1 OF 1 Alt. Parcel #: 27.30.20.511 B 030 - TOWN OF SAINT JOSEPH Current X; ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * DAVID P SCHNEIDER SCHNEIDER, DAVID P 39 PETERSON ST HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 39 PETERSON ST SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 5.280 Plat: N/A -NOT AVAILABLE SEC 27 T30N R20W PT GL 4 BEING LOT 1 OF Block/Condo Bldg: CSM 8/2388 5.28 ACRES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 27- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 1177/269 WD 07/23/1997 919/70 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 6131 209,200 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.280 131,400 74,400 205,800 NO Totals for 2004: General Property 5.280 131,400 74,400 205,800 Woodland 0.000 0 0 Totals for 2003: General Property 5.280 77,100 60,300 137,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 139 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 li/ - Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACI"I TO PERMIT) 453407 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)i. Permit Holder's Name: City Village X Township Parcel Tax No: Schneider, David I St. Joseph Township 030 - 2049 -20 -000 CST BM Elev: Insp. BB Elev: BM Description: Section/Town /Range /Map No: ' Z - < IS� Ct �� 104— 2 5 S - � . w. ( 27.30.20.511 B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark men- � V.Pi SW I � o s'y I Dosing Alt. BM /601 - n a � - I o "Jljt b = ' 3 I I �� / l� -4 Aeration , , / , B IU2LSe wer , Holding St/Ht Inlet St/Ht Outlet 64' TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt I� fg- Septic W rp ' s �- Z 0 t Botto Dosing f (. f rtS Header/ an. e ►l� g , O 30 PIN o 9 g Aeration Dist. Pipe Ap 7 5 W - 0 1, Holding �p, • 3� Bot. System Final Grade PUMP /SIPHON INFORMATION 'S S /ta.Z Manufacturer Demand St Cove GPM q j �� T - 7 0 Model Number 5-3 t TDH J UA Friction Loss System a T � Ft J 5 `7 (9. Z p l- 1 Forcemain Len tg_h _ Dia. 2 t � Dist. t eIINor 1rj yg-r 01.5 SOIL ABSORPTION SYSTEM BED ENSIONS Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM ENSIONS 3 � -) r SETBACK SYSTEM TO ! P/L BLDG WELL LAKE /STREAM EACHIN Manu(sur�er: INFORMATION Typ Of System: / CHAMB OR ob Fvvs e — 2� �/ NIT Model b DISTRIBUTION SYSTEM eade anifold I D istribution I� i x Hole Size x Hole Spacing Vent to Air Intake - `r a Pipes) ! �` ��J �� { ---- -- Length Dia !i Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of r r eeded/Sodded Mulched Bed/Trench Center y ^� t Bed/Trench Edges Topsoil / Yes No 1 Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: 1 Z 7 / 0 Location: 39 Peterson St Houlton, WI 54082 (SE 1/4 SW 1/4 27 T30N R20W) NA Lot 1 y Parcel No: 27.30.20.5118 1.) Alt BM Description TP D,� //Y► - fWrt�� S 2.) Bldg sewer length = 2 - amount of cover -- r T Plan revision Required? I Yes � No � � Use other side for additional information. _ 2 / / - -J C - a -. - - -[, j _ - : SBD -6710 (R.3/97) Date Insepctor's ignature Cart. No. s Safety and Buildings Division count 201 W. Washington Ave., P.O.. i6nx 7082 ST. CROIX visconsin Madison, WI 53707 -- 7082 Salutary Permit Number (to be filled in by Co.) Department of Commerce (008) 26I 4546 53 4 10 S anitary Permit Application State Plan I.D. Number In accord with Comm 8121. Wis. Adm Code, pcnional infotntation you provide may be rgxxt fhr seewxfary purposes Privacy I-Aw, s � Plnjed Address (if different than mailing address) L Application Information - Please Print All Information i — i SAME f Proms ty Owner's Nauic , L,I' J 0 L 0 0 4 arse) A DAVID P. SCHNEIDER 30- 2049 -20 -0 00 •5/ g 1 Owuca's Mailing Address IProperly Locati. 39 PETERSON STREET SE SW ,;,, sect; «r 27 city, State 71p Cade Phone Nun*Qr HOULTON WI 54082 715 - 549 -6548 30 20 ( ° ` x) - -- T N; R W IL Type of Building (check all that apply) - - - --- IXIor.2 Famil Dwellin ._r�re1 ol� 4 BD RM HOME PER S Subdivision Name es.t�t tiumber Pabli�Lomarscrcial - lribeChe HOUSE PLANS _....__ -- _ ._..__ CSM #8/2388 5 ACRES -- - ❑c*_Llvimge Pfiow,Yhw of St. Josep III. Type or Permit: (Check only one bur on fine)16 Complete line B if spplic k-) A. t j New System I>(l Re0wernerrt Syslan ❑ Troslmeniftloldi%Tank Replaceina of Only Lj Otlur Modification to l;xisdos System List Previous Permil Number and Date Issued B. Permit Revision ❑ Change of IJ l'ermA'rrarwer to New tktbre Expiration Plumber Owner IV. Type of POWTS' S tem: Check all that a f I Nom - Pressurized la- Ground U Moutnd? 24 in ol'suitahle soil n Moemd < 24 in of suitable soil [] At -Grads U Single Pass Sand Filter I� ecrostrucied Wetland U Precsurizcxt In-c; ound H tlol w — rank U Prat Filter I I Aerotnc Trail rt llnit LI RmjrmluUng Send Fill= IJ Recirculating Synthetic XUdiai -liter N izaching Ll Drip Line -_ - - Gravel -less Pipc ❑ Other (explain) ------- .__.j V. Dispersal/Tres at Am* Information two .5' trenches w/ 14 Bio Defuse chamber eac Design Flow (Wd) Desiga Sail AMlicatiwa R Dispersal Area RncprirM (sf) Digxzrwl Ama P- Vwv-dl (RI) , yslem Flevation 600 .7 857.14 870. 95.3 VL Tank Info LapaLity in Total Numtxs Manufacturer . Prefab Site Steel Fibea' .Plastic ! Gallons 681618 of I jnin A Concrete Constructed Gtm New Exrntuag . /t Tanks Tanks s7sticmllold» X 1250 1 IE YES ,Amabic TrLmlrr em Unit Do ice clan ter x ! /�cs -- VII. Responsibility Statement- 1, the undersigned. of the PO TS meows an the attached plarmr. Plumber'a Nang (Print) Pl a 'RS Number tinAinrxv Ph me Nle"hff TODD FEATHERSTON 242514 715 - 381 -1704 Plumber's Address (Street, City, slats z C'iitic\ P.O. BOX 467 HUDSON, WI 54016 - JULY 10, 2004 VIIL County Use Onl )(Apmroved IJ Disam roved Sanitary Permit Fee (includes Groundwater Dare rr� • L t sura,.ag� rte) Owrwr Given Reaesort for Drraia 2_9D IX. Conditions of Approval/Reams for Disapproval ` SYSTEM OWNER: 1 Septic tank, effluent filter and / dispersal cell must all be serviced / malntalneo I as per management plan provided by plumber. 2. All setback requirements must be maintained `�� 1 � ---" M r j as per applicable code /ordinances. Alb . I Attach came plan ( ter the Cauog only) far: tlae system ats paper wet loll 1Mo st2 zit stu Page 3 of STEEL'S SOIL SERVICE INC. David r. Steel 994 200 th St CST POWTS David Schnider Baldwin,WI 54002 Lic. #248956 SEl /4,SW1 /4,S27,T30NA20W Bus.(715) 684 - 5680 Town of SL Joseph, St Croix Co Fax (715) 6843449 S28 Acres Lot, I Legend 1"=40' ♦ = Benchnurk Ele_ 100.00ft t T of 3/4" PVC Pipe' Ak Bcndwu k Glo 99.958 Top of 39" PVCPipe El = Borings Boring Elevations Bl = 99.558 B2 — 99.558 B3 = 99358 B4 = 00.00ft 3' 3 � ( 4p1.1J S -_ Ld 0 0? * ;�. :�;} V Page 3 of 3 STEEL'S SOIL SERVICE INC. David r. Steel 994 200 th St CST POWTS David Schnider Baldwin,WI 54002 Lic. #248956 SEI /4,SWl /4,S27,T30NXO W Bus.(715) 684 - 5680 Town of St. Joseph, St Croix Co. Fax (715) 6843449 ssswem [.or, I Leg end I"= 40' ♦ = Benchmark Ele_ 100.00ft 1 To of 314" PVC Pipe ' Alt Benolunmk Ek. 99.958 Top of 314° PVCPipe ❑ = Borings Boring Elevations B 1 = 99.55ft j B2 - 99.55ft �r j�c.. 91� gb 1 l.' r z � I �' _ L d' & V 1441 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel ID . percent slope, scale or dimemsions, north arrow, and lo cation and distance to nearest road. 030-2049-20-000 Please print alCin fo I-' .., wed RY D Personal information you provide may be secondary purposes (Privacy law, s. 15,04 0) (m)). =2"� a& �J, T i�l� fJ Property Location Property Owner Schneider, David Govt. dot na SE 19 SW 1 /4 S 27 T 30 N R 20 W Property Owner's Mailing Address 2 o r l Lot Block # Subd. Name or CSM# 39 Peterson ST ���'� '�` i na CSM# 8/2388 5.28 Acres City State Zip Code Phone Number City I Village !j Town Nearest Road Saint Joseph WI 1 54082 1 715 - 549 - 6548 St.Joseph 1 39 Peterson St _,. New Construction Use: 01 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement I Public or commercial - Describe: Parent material outwash plains and stream terraces Flood plain elevation, if applicable na General comments and recommendations: Convetional system, system elevation 95.30ft. Trenches spaced and depth to code 4.25ft below grade. Boring # Boring !A Pit Ground Surface elev. 99.55 ft. Depth to limiting factor 100 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. *Eff#1 *Eff#2 1 0 -8 10yr3/1 none sit 2msbk mfr cs 1 c .6 .8 2 8 -20 10yr5/4 none sit 2msbk mfr cs na .6 .8 3 20 -42 10yr4/4 none sicl 2msbk mfr cs na .4 .6 4 42 -100 7.5yr4/4 none cos osg ml na na .7 1.6 Boring # Boring e Pit Ground Surface elev. 99.55 ft. Depth to limiting factor 100 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. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sit 2msbk mfr cs 2f .6 .8 2 10 -20 10yr5 /4 none sil 2msbk mfr cs na .6 .8 3 20-40 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 40-100 7.5yr4/4 none cos osg ml na na .7 1.6 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD < mg /L and TSS <30 mg /L CST Name (Please Print) gnature: ^ CST Number David J. Steel 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, W1 54017 6/25/2004 715 - 246 -6200 Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200 th St CST -POWTS David Schnider BaldwKWI 54002 Lic. #248956 SEl /4,SWl /4,S27,T30N,R20W Bus.(715) 684- 5680 Town of St. Joseph, St Croix Co Fax (715) 684 5.28 Acres Lot, 1 f! end er =40'�, &Dp enchmark Ele. 100.00ft 3/4" PVC Pipe " ter t Benchmark Ele. 99.95ft 3/4" PVCPipe ./ ❑ = Borings Boring Elevations B l = 99.55ft B2 = 99.55ft B3 = 99.35ft B4 = 00.00ft 3' I ��- app Cqj - - ZS-a Y - a stile p co- ,�. � srP �.3 9 irk A o� __ , GdM jt- i �/ ' f • ,• w _... 32 09. p3 13:03 FA% 715 a86 46386 ............. ST"CRY CO ZONING....... ......... _ ..... _........ .........[ 001 ..... _ PU,^ -1P LHAMB£R, CRASS SEC � IOrd AiJG SPECIFICp. VEU7 CAP y "C.1. VEMT PIPE WCATHEKPRUo` APPROVED LOCHIAiG ? 25' FRom BOOR, dUNCTIOLU Boy MAAAHM -17 r_OVEF W o UK f'RESH Iz "M4LS. AIR IAJTAKE i GKADE I I Y MW, CONDUIT Im "Alki_ - -- iAJLE7 PROVIDE I L AIRTIGHT SEAL ,t A I ALARM 6 I II. I L * APPROVED 1 ON JOINTS WITH ELEV. FT, APPROVED PIPE _ j 3' ONTO PUMP -� ` OFF o SOLID SOIL COMCKETE BLOCK BASER EXIT PCILMI1fCp 43 JLy IF TAUIL MAUUFACTt 5rit HAS SUCH APPROVAL SEPTIC f SP FC1�FICAT DOSE TAUKS MAMUFACTUREit. kwmnER OF Do PEB DAN TAWK SIZE: GALLOUS DOSE VOLUM£ ALAR MAMUFACTUR,Ck: � �� 10.ICLUDI)JG SACXFLOW: � _6AtlON° MOML I.IUMEI:R: ZyG�._ _ CAPAGiTIES. A WOKS DR GALLONS SWITCH TyPC: S�JTG��I B- --12- I CHES OR GALLOEIS PurAp MAAIUFALTURTiR: i� G // f1,ACHES OR GALL0lJ6 f MODEL NUMBER: - _. .Gtr O a A&� lWGAIES O$t GALLOAJS SWITCk TSIpE:� G+� /TCJf7� MOTE: PUPW AMD ALAfLM ARE TO bt MWIMLJM DISCHARGE RATE GPM f � INSTALLED oU 5EPAQATF CIRCUITS { VERTIC,,L DiFf Elkr - I4" D£TWi[Al PIA" DI:F AMO 1!119T1[IQUT,IC�W PIPE_ 'FEET i P001AUM KIETWORK SUPPL.4 PREtl URt: FE CT j + FEET OF FORCE MAIL! X '� Ft p�FR1f"T Lou FACTOR FEET `f f — TOTAL OtJUAMIC HEAD IIJTERIfAL DIMCI.IStOA.IA C A WI0TH � LIQUto pCP�'41 Ifff 9tOlati LICENSE UUMBER � DATE: M l b� SURVEYOR'S CERTIFICATE I, Allen C. Nyhagen, registered Wisconsin Land Surveyor, hereby certify that by the direction of Virginia Schneider, I have surveyed, described and mapped the land parcel which is represented by this Certified Survey Map; that the exterior boundary of the land parcel surveyed and mapped is described as follows: A parcel of land located in part of Government Lot 4, Section 27, T30N, R20W, Town of St. Joseph, St. Croix County, Wisconsin; further described as follows: Commencing at the Ea corner of `said Section 27; thence S88 "W, along the east -west 1/4 line of said section, 2623.68 feet to.the westerly right -of -way of State Trunk Highway "35" and the point of beginning of this description; thence continuing S88 "W, along said east -west 1/4 line, 552.82 feet; thence 516 "W, 344.08 feet; thence S10 0 30'22 "W, 131.75 feet; thence S76 "E, 133.68 feet; thence S00 "W, 227.79 feet; thence S86 "E, 334.57 feet; thence S66 0 01'47 "E, 200.38 feet; thence S05 "E, 528.92 feet to the south line of Government Lot 4 of said section; thence N87 °44'38 "E, along said south line of Government Lot 4, 822.61 feet to said westerly right -of -way of State Trunk Highway "35 "; thence N35 "W, along said westerly right -of -way, 1086.28 feet to the point of curvature of a 1687.28 foot radius curve, concave northeasterly, whose central angle measures 16 ", whose chord bears N26 "w and measures 490.15 feet- thence northwesterly, along the arc of. said curve and said westerly right -of - way, 491.89 feet to the point of beginning. Above described parcel is subject to all easements of record. I also certify that this Certified Survey Map Is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of-Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the County of St. Croix in surveying and mapping same. Allen C. Nyhagen Date Approved by the Town of St Joseph. Date Camille Grant, Clerk IV g.i 401 CD kUD50'ta a x � �°�►�� No SUR ����01415904 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner DAVID P. SCHNEIDE Septic Tank Capacity 1250 gal ❑ NA Permit # Septic Tank ManufacturerWIESER ❑ NA DESIGN PARAMETERS Effluent Filter ManufacturafA EL ❑ NA Number of Bedrooms 4 ❑ NA Effluent Filter Model -1 ❑ NA Number of Public Facility Units NA Pump Tank Capacity N/A gal ❑ NA Estimated flow (average) QQQ 4 1 M gallday Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) .yam. l gal/day Pump Manufacturer ❑ NA I ' Soil Application Rate . 4 gal/day/ft' Pump Model ❑ NA Staq4Wd Influent /Effluent Quality Monthly average* Pretreatment Unit J"A Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) <_150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cells ❑ NA Biochemical Oxygen Demand (BOD <_30 mg /L IN In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA 13 At-Grade ❑ Mound Fecal Coliform (geometric mean) 510 cfu /t00ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ZlCt4A Other: WNA Other: .ANA i "Values typical for domestic wastewater and septic tank effluent. Other' W NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 4 ear(s)(s) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: 3 ❑ year( month ❑ NA ❑ month(s) ❑ NA Clean effluent filter At least once every: 1 -2 51:�year(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA VDyear(s) Flush laterals and pressure test At least once every: 11 year(s)(s) A Other: ❑ month(s) WNA At least once every: ❑ year(s) Other. yQ[NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) t Page 2 of 2 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal call(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; tat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oii; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: W A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site p evaluation must performed to locate P e a suitable replacement area. If no replacement area is available a holding tank m may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Named Name FEATHERST Phone 7 ._ ?©r (f Phone 715- 381 -1704 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINKY'S Name ST. CROIX COUNTY Phone 651 - 436 -5788 Phone 715 -386 -4 This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. From: I , JEAN WIl30N Date: 7/6120'04 Tirve: 404,08 Pd Page 2 of 2 SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CE RTIRCA71ON FORM OwnerBuyer DAVID SCHNEIDER Mailing Addtass 3 9 PETE S TRE ET , HOUi_TON, WI 54082 Pr,pevy Address SAME (Verification required from Planing Dgwft ent for new coamuctior) City/Stste HCULTON, W1 parcel ldenfiftmdan Number 030 - 2049- 20 —oer 6s / lg) "GAI. DESOMMON Ptopaty Location SE r / <, SW V, Sac. 27 . T 30 N -R 20 W, Town of ST. JOSEPH Subdivitaon . Lot # Cerd ed Snrrt y b u # 8,236 .28 ACRE _ Vo[:att� . Psga # 2 "Sd'0 Wasrmq Dodd # 543507 . 'Volume. 1177 . Page # 269 Spec #snow 0 yes 0 no Lot Imes id ndfaable [ yea © no Improl+w x+ eandaobdeas omefyoarsepticr /AnnoWdresultinbrpturnaft Maretoisediewsstea.Proper of pumping act the septic tm* every three yeas or sooner, if needed by a boeosed ptaaper. What yaya pat loo dw Pykam can a>fet 1Le fimcdaa of due septic tank as a tugboat stage m ft wsate Sapmd Mks ptopaq ttw= sum to tats to Depac =s coaMagm ton. sigoai by " ovmx mod by a �lit�sa0ictodpbumbcrora liicraaodptaupct rem $ nt( I) 1F�cansilcvraxticwatardial +osilarstaa ix in grapy operating eoaditiur at>�dlor (2) otter inspoct+iotd sad panrapiog of necessary ?. the �• tsdc>aa Tess firm l/3 falt of siuedge- Uwe, the undaragwd havoc maid tlto above mqui rmeats sod agroc ba ntshstsir the pmrsw sm%V dispoWl system with do standards set f rdi. ba do. as set by the Depstt mat of Ooet=00 ad the DaprrsmvA of Natatat Reamrees, Sate of W*4zt$im Oe tLtt soar Sept c ryaarrrr has Lem mamtamwd mmt La oompSeoed stiff rid to Sac Ofcewidhin 30 � d d j J ay% of the three year ow rxdm date. ' f / fig$ DATE I (we) certify that alt statemeaft on this form are trio to the but of my (om) ksuow'tcdge. I (we) am (am) the ownctes) of tie property +deoaftd abom by virtws of a why deed woorded is {register of Deeds Mm 'romilIRB OF APPLICKNT DATE 0 * Any iafoctwatian that is snip- m- praeutedmay train in Me ainitarrpennit Win& revoked by tiro Zoning Departm=a " '�• Include with this application: a stamped wacraaty decd from the It sWet of Deads offuct a copy of tha m- tifxod survey snap if mfcmaco h made in time warranty deed — - -- - — boeuM NO. i STATE BAR OF WWISCONSIN FOR -A 1 -1981 *M+ %F R[sERYeO ►oR RE:o.nyo o^*A ' I r Ap. TY 2FEED 43507 F39 This Deed mad- between Frank H. Anderson & Joan M. Anderson husband and wife;. Virginia R. Schneider & Jac, F Schneider, wife . &, husband; Nancy E. Cammack & SAY 9 1995 William T, Cammack, wife & husband Grantor, 1:30 ;•1 and - _ .. ....._.,.. . -_.... ..- .... ... - ' ti _.._- .Da:r.id.F...Schneider, a. single person, f vVitnesseth That the said Grantor, for a valuable connideration ........ _ ... _ ... _ - llp.�G 1. co ^vet' St. Cro i x RETURN •° s to Grantee the following described real estat in ai .r i .,,, ,,.• County, state of Wisconsin: Tay Parcel No >D t/ Lot One (1) of CERTIFIED SURVEY MAP recorded in Volume Eight (8) Page 2398 of records in the Office of the Register of Deeds for St. Croix County, Wisconsin. T N R This ......_1S ............... homestead property. (i9) (is not) Together with all and singular the heredi:aments and appurtcmuices th:xeunto beloiaing; And_ . -- .the..g.rantors. warrants that the title is good, indefeasible in `ee simpie and free and cigar o: encumtrances ex_ept I and will warrant and defend the same. i Da 'd this - . ... .... .. day of 7. -. -- ---- 19... - -. .. Frank. H., ... And'i.rs.on .............. . _ (SEAL) Virgln.ia..R.- Schneider.. ...._... (SEAL) Joan. M. Andes _ - _.(SEAL) Jack F. Schneider - -- (SEAL) W illiam T. Cammack Nancv E. Cammack AUTHENTIC - ATION ACKNOWLEDGMENT Signature {s) _.. ....----•--- STATE OF QfIC9CD7Pa0i6( Mi An .+ '- WA -SH.I NG.LON ....... ........County. CERTRItu Z)ur Section 27, T30N, art of Government Lot 4, Wisconsin. Located in P Joseph, St. Croix County, N R20W, Town of St. LOT N� Y Lot 2 s Lot 1 229,818 Sq• Ft. 750,327 Sq. Ft. ° 5.26 Acres 17.23 Acres v e w O d O Z i L W N N v y L L c Plat of Houlton \ E{ Corner o __.- -- PETERSON STREET \ t 1� 4 line o f Section 2 Section 27 o e _East -Wes a S88 0 28 1 2 7 "W (Width unknown) S88028 N 2623.68' ' I .............. 4 LOT 1 ab r I o ❑ pHouse o v a n o; � \ O Barn r � \ 14.30' S10 ° , 807.85' 131.15' %88 1 117.45' G LOT z , o n -• , 0 3 E 9 � �,• S76 24 \ nw So 00 \ s S00 0 29 ' . 5 8 \ 227.79' 334.57' S86 0 46 1 04 "E b OWNERS ' f Nancy Cammack, 200.38' <" rn �C9 Frank Anderson E CO Virginia Schneider 10 f u ti 8919 Jane Road North \fdEF W \ Lake Elmo, MN 55042 ` \ ✓ o ✓ s 0 o 4038"1 822.61' N87 LE_ GEND I Government Lot " Found L__- -South line of County Section Monument - Aluminum Cap _ Onplatted Lands } }" Iron pipe Found Z4" Iron Pipe Set, weighing 1.6iS ib5. Per o linear foot Existing Building [] 4- Existing Fenceline W' tl•�' F- • • -Edge of Bituminous Pavement \ , , -- Bluff line Masonry Nail Set in Pavement .. Existing Gully ti �'q ND `i1J N FEET �� %'y SCALE I 600 SE Cor 0 200 400 Sectil • Parcel #: 030 - 2049 -20 -000 02/16/2005 03:57 PM PAGE 1 OF 1 Alt. Parcel # 27.30.20.511 B 030 - TOWN OF SAINT JOSEPH Current X'I ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): " = Current Owner * DAVID P SCHNEIDER SCHNEIDER, DAVID P 39 PETERSON ST HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 39 PETERSON ST SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 5.280 Plat: N/A -NOT AVAILABLE SEC 27 T30N R20W PT GL 4 BEING LOT 1 OF Block/Condo Bldg: CSM 8/2388 5.28 ACRES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 27- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 1177/269 WD 07/23/1997 919/70 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 6131 209,200 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.280 131,400 74,400 205,800 NO Totals for 2004: General Property 5.280 131,400 74,400 205,800 Woodland 0.000 0 0 Totals for 2003: General Property 5.280 77,100 60,300 137,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 139 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 472iGG SL a� CERTIFIED SURVEY MAP Located in part of Government Lot 4, Section 27, T30N, N R20W, Town of St. Joseph, St..Croix County, Wisconsin. N N = LOT AREAS APPROVED 0 C L ot 1 L ot 2 AUG 0 2 1991 d�o y c 229,818 Sq. Ft. 750,327 Sq. Ft. ST. CROIX COUfg7Y o = 5.28 Acres 17.23 Acres COMPREHEN31W PAN �WC W W ' ` Note Public right-of-way exists on the existing traveled ortion ` N � 9 Y 9 P of Peterson Street until street is up- graded or removed. 10 L O y Plat of Houlton raw � - - -- -- -- - - - - ` 1 a PETERSON STREET — - ----- - - -_ -- E} Corner of JO C N — N •+ N (width unknown) �1�� East -west 1/4 line of Section 27 Section 27 .� 2 S88 °26'27 "W S 88 °28' 7"W� O 8 ............ ............ .......... """" "' . 2623.681 _ : C:j 1 �\ � ~o � LOT / j 1 :_14 ❑ Barn 10 ° 30'22 " ' W .3 \ 131.75' 28'27 "E 807.85' v,' 117.45' © \ S76 ° 24' 03 "E LOT 2 p 133.68' Note Building setback is 100 feet S00 0 29 1 58 11 W from existing.bluffline. 227.79 334.57' � o \ \ s o S86 ° C% 4j 46'04 "E o, OWNERS Il " .' U Vs Nancy Cammack, S66 °01'47 "E �II 8 y� r = o Frank Anderson E 200.38 �, �0 0 s ? N - • w Virginia Schneider 8919 Jane Road North LO o t c \ 0 C 4 \ N +.+ ec Lake Elmo, MN 55042 \4 p w titi ° z 4.. o � ti7 \ N LEGEND N87 0 44'38 "E 822.61' W County Section Monument - Aluminum Cap Found South line of Government Lot 4 \ • 1}" Iron Pipe Found Unplatted Lands 0 1" x 24" Iron Pipe Set, weighing 1.68 lbs. per linear foot ?,ati Q Existing Building - a' -- Existing Fenceline�a d ' Edge of Bituminous Pavement L Ot — -- — Bluff Line x Masonry Nail Set in Pavement Existing %I V 'S r � . '�^-- Gul '�' . g 1 , Y .. .ter•' �, ;.. SCALE IN FEET �t' A ND ;i0k .Z~ ai 0 200 400 600 SE Corner of Section 27 This instrument drafted by Fran Bleskacek Proj. No. 91 -09 VOLUME 8 PAGE 2388 � . Co r a) ° / � ; 2. ( 2 A T� 7 _ — � � � . _ e z 0 & ƒ Cn S § / [ ` A « 7 CD { § / ' CD 4(D � C / \ ƒ \ / J c . w t § , o = 6 _ . 3 W. 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