Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-1256-10-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 567255 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 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 Parcel Tax No: Natwick, Janet Troy, Town of 040-1256-10-000 CST BM Elev: Insp.BM E]@v� BM Descriptiok I �6/ Section/Town/Range/Map No: /4(JU 24.28.20.1355 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER /"`„".2f CAPACITY STATION BS HI FS ELEV. Septic 'Vi`- Z / Benchmark 5 !) �d PoPaL Fly s•s /Z�� 3 . l 3• / F�cci'g• ^ Alt. BM 1.31 c ., 75 Aeration Bldg.Sewer at 5 5 'n Holding t".---- St/Ht Inlet 3 -,J TO, D St/Ht Outlet ,/� c �j Y TANK SETBACK INFORMATION `� Y TANK TO P/L WELL BLDG. •Air Intake ROAD Dt Inlet `` Septic Q y Y / $ Dt Bottom `_ �r 36 /I' Dosing Header/Man. 4 . 0 75.4 .f Aeration Dist. Pipe s'$ 9� 3 ' 3 7....13. qz •I Holding — = ' ot.System V y3 •3 Final Gradem i, II 2 /1 S ` 91� S PUMP/SIPHON INFORMATION pl(�LJC�. j Manufacturer Demand St Cover 1�.�. 4 J3`S /o I �'•3S �• 75 GPM � J Model Number TDH ILI Friction Loss System Rea' TDH Ft Forcemain Leng i D'-. Dist.to Well SOIL ABSORPTION SYSTEM /2_4? -1 •5 BED/TRENCH Width / Length / No.Of Trenches f._A PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 W/ 3 1 r-e.,�-avpd _ �� _' `- SETBACK SYSTEM TO w P/L BLDG WELL LAKE/STREAM LEACHING Manufactun I 1 _ INFORMATION / / / CHAMBER OR Y•ti Y 1. 1-1-0„*" Z- Type Of System // 2b /Z 51 A/ UNIT Model Nun r , 4 4 /f n� Ca No/C O /V +J DISTRIBUTION SYSTEM 5eJ41.. t 5 vi-/5 /3 Y5 ,/..-o - Header/Manifolp / it Distribution x Hole Size x Hole � an g Ven tp Air t i �ia r Lengts \ Length Dia\ Spacin i......-60, SOIL COVER I x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over / Depth Over xx Depth of Seeded/Sodded xx Mulched / Bed/Trench Center 2 .7 \Bed/Trench Edges \ Topsoil Yes No XYes ❑ No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: / / Inspection#2: / / Location: 248 St.Anne's Parkway Hudson,WI 54016(NW 1/4 SE 1/4 24 T28N R2OW) Troy Village 3rd Addi ion Lot 95 Parcel No: 24.28.20.1355 = Ft t.... eOat"-• C L.e,,: 4-- Lo A, a v. 1.)Alt BM Description- / 2.)Bldg sewer length= 17 -amount of cover= II 7 'I •Vim- 1 ■Gv'r�'n' —� VA /3 r 7' Plan revision Required? Yes No I 'ng3 Use other side for addition in matron. ! — — i 4 Date Ins-,ctor's Si•-= ure Cert.No SBD-6710(R.3/97) /Z. /7/3 PLOT PLAN PROJECT Jan Natwick ADDRESS 6150 Stillwater Ave Stillwater Mn 55082 NW 1/4 SE 1/4S 24 /T 28 N/R 20 W TOWN Troy COUNTY ST.CROIX MPRS Shaun Bird 226900 DATE 10/24/13 BEDROOM 4 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 ■ BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H,R,p, Same as Benchmark ST.Armes Parkway SYSTEM ELEVATION 98.2/98.1 5' below grade max 305' Property Line All piping shall be SDR 30/34,within 10' Vents of tank,piping shall be Schedule 40. o'— • Scale is 1" = 40' B-5 _ unless otherwise ■ 2s-3a Xn 90' Cells with>3' noted spacing B-3 5'■ �P �f 0% Slope ç\Ci Pro 4 Bedroom House 25' 1 'a 5' B 20' II 41 ik 32' 111 B-1 1 4.Vent 7, I. _ B-2 11.,....... >6" Quick4 to d. d Leachin N C a ber �.' of Cover 4 with 20.1 . o I Area • 5.6ft^2/p it .f -nd ca's *-6' 120 11111 10' 4' Long 12" B M * Ge at System El=vation 34 200' Property Line • ,,e , County f , `` • Industry Services Division (5 Cr 1 ei r 0t 1 . ' 1400 E Washington Ave Sanitary Permit Number(to bf led in by Co.) 1 P.O. Box 7162 :\N AP Madison,WI 53707-7162 ( 7z 55 State Transaction;rT Sanitary Permit Application it) In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate gov tal unit s° is required prior to obtaining a sanitary permit. Note:A.• ' ion forms for state-owned POWTS are myitged to Pre ddress(if different than mailing address) the Department of Safety and Professional Servi- . • so 1y1 formation you provide may be used for secViksrdr6 .0 ..ses in accordance with the Privac L., s.L, s ■„, tats. r , ` y 24$ C n pc,r ,...,I. Application•Information-Plea =;° i .�`'nfo ion ,O, 5� �tn��S � Property Owner's Name `� SI ' OG� Parcel# a A rJ t,o le-k- '�' D 4/b -/Z5 -i b - Property Owner's Mailing Address 1 /) ' ]/� Property Location J G ( J O S Tt�/l(.t/ct.,. ./ 1 V-'4_, Govt.Lot c /J 55 City,State// /� Zip Code Phone Number �/(,J A SE y., Section 2 Si- i!1LtJC ic-t_ M , So 2 --N; R �/Vcleon- III.Type of Building(check all that apply Lot# _ )Clyor 2 Family Dwelling-Number of Bedroom 9 Subdivision Name 147er ok ,9, fu.,- o(`r lock !ro 1/ ) 3 ❑Public/Commercial-Describe Use 1 �I,....4 ❑City of A- P ❑State Owned-Describe Use CSM j Tiber ❑Village of 5. vri`of r 3 A;61- Gel .a i5 dK.. ez III.Type of Permit: (Check only one ox on line A. Complete line B if applicable) A. Mew System ❑ Replacement System ❑Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System(explain) B. ❑ Permit Renewal ermit Revision ' '''❑Change of Plumber ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration . Owner -F•! -C'�,� // IV.Type of POWTS System/Component/Device: (Check all that apply) �� (�.Z; T (C' Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑At-Grade ❑ Mound>24 in.of suitable soil ❑Mound<24 in.of suitable soil ti" ❑ Holding Tank ❑Other Dispersal Component(explain) ❑Pretreatment Device(explain) IA:c.,•-• V.Dispersal/Treatment Area Information: "2'6, s_' Design Flow(gpd) Design Soil Application Ra gpdsf) Dispersal Area Required( Dispersal A a r posed(sf) System Elev n 7 v VI.Tank Info Capacity in Total #of Manufacturer Gallons ' Gallons Units 'g ,u.ci w o New Tanks Existing Tanks .t i 2 CL U in in fn GL U` 6. Septic or Holding Tank A• ( -7 j2/ J 4i) egAr 7 LAC l\ Dosing Chamber VII.Responsibility Statement-I,the undersigned,assu•( -.,nsibility for installation of the POWTS shown on the attached plans. Plumber' Name(Print) Plum.- .i9 =ture MP/MPRS Number Business Phone Num r Plumber' »�� 2z64 7h-c2 4/6 Plumber's Address(Street,City,State,Zip Cod=■ / 1-5. z— / Z s/. . . . ///e■c. } '2,r H-6eiy4Q 1,c_Y1 . cf,0/ 7 VIII. ounty/Department Use Only / Approved isapproved Permit Fee Date Issued issuing nt Signature / iven Reason for Denial $ $5 ' 00 /ZI i 7h3 1 IX.CondittlD`SZE1ttaW4 anteasons for Disapproval• . 1.' Septic tank,effluent filter and dispersal cell must all be services/maintained as per management plan provided by plumber. 2. MI setback requirements must be maintained as per apPliaable code/ord nanceis Attach to complete plans for the system and submit to the County only on paper not less than 8 112 x 11 inches in size SBD-6398(R0313) • Wisconsin Department of Commerce SOIL 4`'' ' ION REPORT Page of Division of Safety and Buildings in accordance with Gln 1, is. dm. Code t Attach complete site plan on paper not less than 8 1/2 x 1 * County 5 4., 0 J I hes i e.Plan must 1 include,but not limited to:vertical and horizontal referen -:w, t( ),direction and 11*el I D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road., /,. 6 A .... 2 ,6, -. Q -(x}0 Please print all information. ✓4., Review-. ` . / Date -7 Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(9))). (/k'</1� ,' /Z// �3 Property Owner Property Locat 'rDii,G $J I.) I✓ �1 C,0( 1/4 Z 431 N R 20 E(0 Property Owner's Mailing ot# Block# Subd. Name or CS / 1 so -1-,"/7 c, qS t Li/ ll City State Zip Code Phone Number ❑City ❑Village " own Near t Road 571-il/cj*, I hel uJ S.SOM( ) Tr v IS . , n-n;e4 4/kuiar_ New Construction Usp!Aesidential/Number of bedrooms / Code derived design flow rate 6r Q a GPD ,(J ❑Replacement ❑ Publi r commercial-Describe: __— Parent material d «� Flood Plain elevation if applicable ,C-').4- ft. General comments 4et._-Z.401.0-64/0..... .. .40 a'� � ? c/ t e Q/ and recommendations: Py`/32- p/ System Type L�(f yZ/L�� D;..S '� stem Elevation 't- ' / Boring# a Boring ( pit Ground surface elev./1,')''..--ft. Depth to limiting factor //[.) in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 1 , 4 /6, / S� , ----, �?e/' e.1°'I c ‘ /0 K--,,e? / .0 S � ,/ ^,/,i.4,41 C "7 /6 �f g 1 Boring# ❑ Boring /� Zir■Pit Ground surface elev./! /L/ 0ft. Depth to limiting factor X in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2 / a—.S �� 3/z `/ . , - per- '-s / - 6* /a , /-/./7- ---....---- (5": 3 •Effluent#1 =BO;>30<220 mgfL and TSS>30<150 / 'Effluent#2=BOD,<30 mg/L and TSS<30 mg/L CST Name(Please Print) Si. ;, CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540 //.,.- ,f'-- 715-246-4516 1 Property Owner Parcel ID# Page of Boring# II Boring Qq� �y arA •it Ground surface elev./U& 2- ft. Depth to limiting factor yU-rn. I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 I ,e, /D, 3/Z i..� %s 7� - /,d'�yr, rye -- �' ,iof /1'1 f .` 7 1 I T --U - - ,...-/-rz6-6 - , 0 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 'Etff#2 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 •Eff#2 •Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD5<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(8.6/00) 1 . Soil Test and System PLOT PLAN PROJECT Jan Natwick / /ADDRESS 6150 Stillwater Ave Stillwater Mn 55082 NW 14/4 S E 1/4S 24 /T 28 fIR 20 W TOWN Troy COUNTY ST.CROIX MPRS Shaun Bird 226900 11/26/13 DATE BEDROOM 4 CONVENTIONAL XXX IN-GROU I 'RESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 911 # of chambers 44 BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark ST.Annes Parkway SYSTEM ELEVATION 94.0/93.2/91.2 4' below grade 305' Property Line All piping shall be SDR 30/34,within 10' f Vents tank,piping shall be Schedule ' I Vent 30' B-5 >6" Quick4 Standard of Cover Leaching Chamber • with 20.0 ft2 of Area 5.6ft^2/pair of end caps 4' Long Grade at System Elevation B-3 34" 5'0411-01 0% Slope Pro 4 Well 3-3' X 62' Cells with>3' 30' Bedroom House spacing 0.0 O A Replacement Area B.M. 171' A 50' • 20' 15% Slope _ . B-4 y 60, B-2 32' 85' B-1 B-3 • 0' Scale is 1" = 40' ST 35, Area has • 7' 84' unless otherwise been filled B-2 noted 10 5' 4' -1 6' 120 210' Vents25' Road ey ' B.M.* 20' V y y 200' Property Line y 45' fi- -- --- - Count y�j ' _�_-_ _- 4,�rw Y ,t Industry Services Division 1 C 11 \ _ _ / r IIII e '1400 E VVashington Ave Sanitary Permit Number(to be filled ii by Co.) - ``w �P P.O. Box 7162 _ °� ; �.i/ jr, Madison,WI 537Q7--7162 ---- 3 � 7 5 --- ------------ r Stale Transaction Number ni Permit Application In accordance w az%' 3,21 , is.Adm.Code,submission of this form to the appropriate governmen;ii trait !1!` is required prior tam:sin a sanitary permit. Note:Application forms for state-owned POWTS are submitted to Project Address(if different than maili ig address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law,s. 15.04(1)(rn),Stats, I. Application Information-Please Print All Information 54• 04.1 a--„,azip ist_ Property Owner's Name r Pares ft --- 4ZS-g19,So 4 New) ` . l Property Owner's Mailing Address h Property Location 5 ` Orr , 3s• r � � � ' •`q �} _ Govt Lot City,State Zip Code Phone Number ' U ��/.! X /t (� ''/a %, Section C,(c1/LGUc-Gv rr 01 ,Rp/ ( 'cle on,T1.�I ype of Building(check all that apply) Lot f! --__--_-._-_ ��`y( Subdivision Name 1 ror2 Family Dwell'ng-N umber of B�jjroom- r/. __ II �J '�Z�pA,`Z 2"x^" [3loclr# Q_- �i s 4iC -3/`- A4 ❑ Public/Commercial-•Describe Use r �'� ❑City ❑Stale Owned Describe Use CSM Imbe ❑ Village of -__ V - -------- ---- - --- wn of' III.Type of Permit: (Cheek only one box on line A. Co e lin ' applicable) A' S stern ❑ Replacement System g 1 Only Existing y (''I ) ❑Treatm n Tank Replacement Onl U Other Modification to Existin 5 sU n ux Main 13. ❑ Change of Plu loci List Previous Permit Number and Date sued ❑ Permit Renewal ❑ Permit Revision Li Permit"Transfer to New Before Expiration Owner IV.Type of POWTS System/Component/Device: (Check all that apply - ressurized In-Ground U Pressurized 1n-Ground ❑ At-Grade ELI Mot 1%24 in of suitable soil ❑ Mound<24 in of suitable soil - 1-1 Holding Tank ❑Other Dispersal Component(explaink.�zl "1 •t-atrnentD.'i4('x- am) _---- -_ .----- V. f , mation: G /- (!'I Design I I - r Dispersal/Treatment Area Infor Desi Flow) Design Soil A plicatio -pdsf) Dispersal Area R quired(sf) Dispersal Arc Proposer sf) S l/J� a -- � VI.Tank Into Capacit°n Total ft of Manufacturer Gallons Gallons Units �, °Y' .' o v � New Tanks Existing Tanks v o 2 A , b u I --- ----- ----- - 02, to -rn -2-___(.7 c -� Septic or Holding Tank - ' •_-_-s-_-___/ _4 -- - Dosing Chamber ' VII.Responsibility Statement- I,the undersigned,assu r tonsibillty for Installation"of the POWYS shown on the attached plans. __ - __1- __ ,./ --- MP/MPRS Number Business Phone N i r I Itnber's Name(Print) Plumber, gnauur, Plumber's A dress(Street, ity,State,Zip Cod : / .5 2._ OF / 4'2././gic si- A/eQ} 72; / • 4}; •X0/' 7 . VIII minty/Department Use Only Approved U Disapproved Permit Fee Date I•s/uedd ssuing Agent ignat ue _ ❑Owner Given Reason for Denial li I/7S', - t(�j / / 3 4 J , . C ttt - - I`(.Conditions of Approval/Reasons for Disapproval -.r�^� - — Q s , //, •, ,` SYSTEM OWNER; / , ^ -'`�, ^!/` r 1.Septic tank,effluent filter and - l0�-Iij2- -f fir,( ✓ K -Y `�" ( - ao62 dispersal cell must bt_s- rvibed/maintained €f 6 l( f 4 k, Q , 04%6, L 7--5 / as per management plan provided by plumber. �, „ _- 2.All setback requirements must be maintained r1 t"`GA Yy �-- �1 =41 as per applicable todei gIC'ftdPA`d'y! '.'ns for the syst• i and submit to the County only on paper not less than 8 In x I I inches in sine 07'x'° (4 a Flt-wee" ra 301- •f° -/ e Ve}t \ n h t92 n��� ` - Get S BD-6 9 W''S (iii j� /o' �-- Cei- 5th 4____. -bwcie L. _ . III Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 10/26/13 Owner:Jan Natwick Location: NW1/4 SE1/4 S24 T28 N,R20W 248 St. Annes Parkway Troy System type: In-ground absorbtion system(conventional) Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintanance and Contingency Plan 7. Filter Specifications Sheet 8. e Signature License numfr#226900 PLOT PLAN PROJECT Jan Natwick ADDRESS 6150 Stillwater Ave Stillwater Mn 55082 NW "1/4 SE 1/4S 24 /T 28 N/R 20 W TOWN Troy COUNTY ST.CROIX 10/24/13 BEDROOM 4 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark ST. Armes Parkway SYSTEM ELEVATION 98.2/98.1 5' below grade max 305' Property Line All piping shall be SDR 30/34,within 10' Vents of tank, piping shall be Schedule 40. O'' _ Scale is 1" = 40' B-s unless otherwise II 2-3' X 90' Cells with>3' noted spacing B-3 5'■ 0% Slope Pro 4 Bedroom House 25' A 15 B i 20' 32' • B-1 1 Vent 7' ■ 84' B-2 >6„ LQick4 u Standard of Cover eaching Chamber with 20.0 ft2 of Area 6, .6ft^2/pair of end caps 120 ► 10' 4' Long Grade at System Elevation B.M.* 3 4„ 200' Property Line Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 103.2' ow Vent Grade Vent 3'I4" 3, A.----30/34 Septic Tank 5' Al&Long 5 5' Long. Grade at System Elevation 3 6" Grade at System Elevation Spacing 5' 2-3' X 90' Cells Same on other end Observation tubeNent At end of cell A 22 chambers per cell System elevations: A 98.2' B 98.1' II rw'�scon.�Peparttnent of Commerce SOIL AND SITE ALUATtON Page 1 of 3 Division of Safety and Buildings in accord with Com 10.05,Wis.Adm. Code, 1 Fnvirwnmental Ry Design Attach complete site plan on paper not less than 8114 x 11 inches in size. lrmirst •r {;aunty include,but not limited to:vertical and horizontal reference point(BM), and 11,. ', , St. Croix percent-lope,scale er d6memsions,north arrow,and location and • to nearest read. Parcel I.D.# 5-G "7()-UC� APPLICANT INFORMATION- Please print all informatieln. may/' ...7 Personal mtormalion you provide may be used for secondary p (Privacy -a:15.04(1)(1!)!i P3,- Jj+J,/ 1 ay, /c?' Property Owner _ perk gR!»c'C:. i C (� Continental Development Ggvt Lot NW 1//4/ SE 1/4 S 24 T 28 N,R 20 W Property Owner's Mailing Address # 1 ';1 Block#:` 1Sdbd.Name or CSM# 12301 Central Avenue NE, Suite 230 4§----1-1----I Troy au Village City State Zip Code PhoneNumber n City n Village 4 Town Nearest Road Minneapolis MN 55434 612-757-7568 Troy i Lindsay Road 71 New Construction Use: Residential/Number of bedrooms 4 II 1' ,,' • to existing ,. .i k°s/kr 1 Replacement � 1 Public or commercial describe �L .0 4i-,,e, Code Derived daily flow 600 gpd Recommended design loading rate .7 bed,gpdift2 .8 trench,gpdiftt Absorption area required 857 bed,ft2 750 trench,ft2 Maximum design loading rate .7 bed,gpd/1t2 .8 trench,gpd/ft2 Recommended infiltration surface elevation(s) / 98.5'ie_ite D i J 6 y 3`1 fl(as referred to site plan benchmar Additional design/site considerations C'L�-Cie 1-79-4- ckce h ety a -.4cd1/ r Parent material Loess Over Glacial OutWash Flood plain elevation,if applicable na ft S=Suitable for system I Conventional 1 Mound I in-Ground Pressure 1 AT-Grade I System in Fill 1 Holding Tank U=Unsuitable for system I ®S ❑ U I 2 S ❑U I ® S ❑U I 1i S ❑ U I ❑ S EI U I ❑ S ® U SOIL DESCRIPTION REPORT Depth ! Dominant Color Mottles I Structure GPD/ft2 � Horizon I in ! Munseli Sz Cont.Color Texture Car.Sz.Sts Consistencei Boundary Roots Bed Trench 1 ; 1 1 0-12 10yr3/2 - sl 2msbk mvfr cw 2f 1 .5 _6 2 12-38 10yr4/4 - sil 2msbk mfr cw If .5 .6 Ground 3 38-98 7.5yr5/6 - s Osg ml - - .7 .8 elev 102.80 ft Depth to limiting factor 51 >98 �-7 Cr Remarks: a t a l l a 2 1 0-13 10yr3/2 - sl 2msbk mvfr cw 2f .5 .6 2 13-40 10yr4/4 - ail 2msbk mfr cw if .5 .6 - Ground 3 40-96 7.5yr5/6 - s Osg ml - - .7 .8 elev 102.90 ft J J Depth to limiting ,r,<V factor 5 d >96 gc Remarks: CST Name(Please Print) Signature: �� Telephone No. Thomas C.Nelson -.�i� 715-246-2454 Address Environmental By Design Date CST Number Ref# 1432 120th Street,New Richmond,WI 54017 12/18/98 227387 83 L . , pROPtIITY,OWNER:Continental Development SOIL DESCRIPTION REPORT 83 Page 2 of 3 PARCEL I.Di Environmental By Design Horizon Depth Dominant Color Mottles Texture Structure in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. Consistence Boundary Roots GPDIft2 Bed : Trench 1 0-23 10yr3/2 - sl 2msbk mvfr cw 2f .5 .6 ..7 2 23-52 10yr4/4 - sil 2msbk mfr cw If .5 .6 Ground elev 3 52-96 7.5yr5/6 - s Osg ml - - .7 .8 103.24 ft Depth to limiting factor >96 1164'4 Remarks: 4 1 0-19 10yr3/2 - sl 2msbk mvfr cw 2f .5 .6 2 19-44 10yr4/4 - sil 2msbk mfr cw 11 .5 .6 Ground elev 3 44-96 7.5yr5/6 - s Osg ml - - .7 .8 103.15 ft Depth to limiting factor >96 c e° ciLl Renfrks: 5 1 0-22 10yr3/2 - sl 2msbk mvfr cw 2f .5 .6 2 22-48 10yr4/4 - _. sil 2msbk mfr cw If .5 .6 Ground elev 3 48-98 7.5yr5/6 - s Osg ml - - .7 .8 103.10 ft Depth to limiting factor >98 Remarks: Ground elev Depth to limiting factor Remarks: ENYIONMENTflL B Y DESIGN 1432 120th STREET, NEW RICHMOND, WISCONSIN 715-246-2454 TROY BURNE VILLAGE PAGE 3 NW% SE %, SECTION 24 T 28 N, R 20 w TOWNSHIP TROY COUNTY St. Croix, Wisconsin Rho . Q1J ZV !o s\0 e. iv' day f �h 171 1,00 cAcr q- 3) U nO ' bti I G6' 4 0 qi. (I Su rve_ SCALE 1" =40 Tom Nelson BM L SW LOT CORNER Top of iron pipe ELEV. 100' 227387 BM 2. NW Lot corner top of iron pipe ELEV 104.60 1 , [NvipoNA{NTAL Boy pfs.i6N Lot 45 }OCR - Li 1132 120 STREET,NEW Ri(N •OND,NOON LAST SAvt,6YT11On.A5 NELSON 715-296-2959 TOM NCI SON SOP.TOW 227387---Rt66M SANiiRiAN SR00713 Troy Village — Lot g,.x95 NW/4 E Vs, SECTION 24 T 28 N,R 20 W T oy o• i •1 St. Croix County,Wisconsin 6 - Q1.".,1a,n 3 e •c.C..k .i-- t,j tA 1 V \a'71 w,.7 RaJ I\( . / t " -, / / P\ / 7 � , lyo SIq�� � ��. f,/ rend`'S cry / i� 0 sic F�0 / / 0 r / / /\ ./ / / _ ✓ , / 2,6.2,1A■,--,G1 F.54.A bc0u crom I ^ ro ca (1M1 191 . 77 SCALE 1" =40 Tom Nelson/ BM 1. SW Lot Corner Top of iron pipe Elev 100' v� - - T BM 2 NW Lot corner top of iron pipe Elev 104.60 Aggregate SAS SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Aggregate Soil Absorption Systems 95 Permit Number 3/15/99 Date x °x^ Gravity Distribution only 1 Pressure Distribution 3 ft Suitable Soil 1 8 in Aggregate Depth 2 4 in Nominal Pipe Diameter 600 gpd Estimated Daily Peak Flow 0.80 gpd/ft2 Wastewater Infiltration Rate 750.0 ft2 Minimum SAS Size 99.40 ft Proposed SAS Elevation Soil Surface Acceptable Finished Grade EL 3(ft) Boring Grade Limitation SAS Elevation(ft) System Minimum Maximum Number Elevation(ft) Depth(in) Lowest Highest Elevation? 102.07 103.90 1 102.80 98 97.63 101.13 Yes 2 102.90 96 97.90 101.23 Yes 3 103.24 96 98.24 . 101.57 Yes 4 103.15 96 98.15 101.48 Yes 5 103.10 98 97.93 101.43 Yes 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Depth of aggregate below distribution pipe. 3. Based on chosen system elevation,and aggregate depth. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Personal information you provide may be u sed fo r secondary ry purposes(Privacy La w,s.15.04(1)(m)]. SBD-10553-E (R.05/98) �" N f*1 1 LLJ X Z--I"•,. I cn O-P t U 7c7Zn N C- .y 0N� I Cr N 06°00'00..Z E I z m 150.56' 4, co Csl ix Icy{-vI<Ioir" R?° , O 00 11 1• {• 1� N� F I N O N , "' I {p w cn CD c • p •fir; N °D D Nv SASS- �`• 1 �' i U) OZ' (0 $O Z ��.�.�` 1 Ili 1 r `� ,OZ�Ti6 co co O ° 6, u. ` (�+ d+ Ila I O �p �OD , F l J .4 6 N0 c, . , o; D o � I— rn N /I: PI N ' °OO'00" E f 200.15' /I — o 0 \--, Iv v CA A O - '— -Co p ; �0 1 M O (� (J) NA rn (p •'* p� 1 fT1 .1\p_) y / '6o. • \ rr l m •m ' N N " �/— ,O4 2 O °o 8. — -- -P. G • io — ' = . ,v. .-li,.4;. iz,'',',' '-.1“ -1." / I - I ■ _ — Qy <4— .� # "° / / : i C v ` t 1 •w Cv • s`..,_7p..:..e-,2 ei ct?ft_ G J io ,' / ti I I k cv 10,I S2 33"/ I /`; I� ,, / 33" I 1 if O10 \_ 1 \� I I I-�Ic \ Ije 1 _ 1<I I '` s In 1-i ID 1co 4p" .\ Ifs l o° Sp' \ N?pit oti CO N.) J3 t.11 m ' i� °_ 5<} FILTER CART ID INSTRUCTIONS 18 Installation �� ' " STEP 1 Dry fit the filter case onto the end of the outlet pipe to ensure it is centered under the access opening. If not, then either insert more pipe into the tank through the outlet or solvent weld (glue) additional pipe onto the outlet pipe. STEP 2 While the case is still dry fitted on the outlet pipe, measure the length of 3/4-inch pipe needed to brace the filter to the tank end wall if utilizing the optional supplemental side support. If side support method is not utilized, proceed to step four. STEP 3 For installations utilizing the optional supplemental side support: solvent weld the 3/4-inch pipe onto the filter case. If side support method is not IV utilized, proceed to step four. STEP 4 Solvent weld the filter case onto the outlet pipe. Insert the filter cartridge into the case, pressing down until the filter locks into the bottom of the case. STEP 5 If a VRS switch is utilized: insert into the filter and lock by turning clockwise 90°. Maintenance 1. The effluent filter should be cleaned every time the septic tank is s , x , , serviced. 2. Open the outlet access opening to inspect the tank and filter. . I. 3. Pump the septic tank completely, making sure to remove the sludge layer on the bottom of the tank and not just the scum and effluent. ' ' 4. Once the effluent level has been lowered below the invert of the outlet pipe, firmly pull up on the filter handle to dislodge the cartridge from the case. tiA 5. Slide the cartridge up and out of the case for cleaning. - 6. If a VRS switch connected to an alarm is present, the switch r,»> f' should be removed by turning counterclockwise 90° and cleaned with water only. 7. While holding the cartridge on its side (large flat surface facing gEn 8 E down) over the access opening, rinse off the cartridge with water " only, making sure all septage material is rinsed back into the tank. " 8. If VRS switch is utilized, replace by inserting into filter and � a= turning clockwise 90°. A.$ .;'. - 9. Insert the filter cartridge back into the case, pressing down until the filter locks into the bottom of the case. 10.Replace and secure the access opening on the tank. BEAR ONSITET"FILTER CARTRIDGE-FIVE-YEAR LIMITED WARRANTY Bear Onsite filter cartridges are warranted to be free of defects in material and workmanship for five(5)years from the date of consumer purchase. BEAR.ONSITET"Filter Case-Lifetime Limited Warranty Bear Onsite warrants the filter case will be free of defects in material and workmanship during normal use for the period of time the original purchaser owns the product. If a defect is found in normal use,Bear Onsite will,at its election,repair,provide a replacement part or product,or make appropriate adjustment.Damage to a product caused by accident,misuse,or abuse is not covered by this warranty.Improper care or malfunctions resulting from units not installed,operated,or maintained in accordance with instructions provided will void the warranty.Proof of purchase(original sales receipt)must be provided to Bear Onsite with all warranty claims.Bear Onsite is not responsible for labor charges,removal charges,installation,or other incidental or consequential costs. In no event shall the liability of Bear Onsite exceed the purchase price of the product. - f ') POWTS OWNER'S MANUAL & MANAGEMEN1 PLAN Page of____ FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity ,5 al ❑ NA _--_� � - CI NA Tank Manufa• ctui er Permit# Septic vtt. c,/ i ❑ NA �rer Filter Manufact Effluent __ ,�ri�"� DESIGN PARAMETERS � ---• ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model —_ ` _-- - -- -- A Number of Public Facility Units -A Pump Tank Capacity gal NA_ Estimated flow(average) Li Pump Tank Manufacturer NA� 6 gal/day / Design flow(peak),(Estimated x 1.5) � 0 g(� al/day_ Pump Manufacturer NA— ,� z Pump Model NA Soil Application Rate gallday/ft ------ — _ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit Fats,Oil&Grease (FOG) 530 mg/L ❑Sand/G•avel Filter ❑Peat Filter Biochemical Oxygen Demand (BODs) 5220mg/L ❑ NA 0 Mecharicat Aeration 0 Wetland Total Suspended Solids (TSS) <_150 mg/L ❑ Disinfection ❑Other: Pretreated Effluent Quality Monthly average Dispersal i:ell(s) 0 NA Biochemical Oxygen Demand (BODO) 530mg/L p=al -Ground(gravity) ❑ In-Ground(pressurized) Total Suspended Solids (TSS) 530 mg/L ❑At-Gracie ❑ Mound Fecal Coliform(geometric mean) 5104 cfu/100m ❑Drip-Line ❑Other: -- — Other: ❑ NA Maximum Effluent Particle Size 3k in dia. ❑NA ---- ----- ---- �(� Other. ❑ NA Other: f' A _ ----..— ——— -- Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. �— MAINTENANCE SCHEDULE Service Event Service Frequency ❑month's) (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: ar s ._ Pump out contents of tank(s) When combined sludge and s m equals one-third(X)of tank volume __ 0 NA -- —-- — --- — • month,s) Inspect dispersal cell(s) At least once every: earls,, (Maximum 3 years) ❑ NA Ir months s) 0 NA Clean effluent filter --- At least once every: _— . ear(s; _—__— ___ ❑monthis) a NA Inspect pump, pump controls&alarm At least once every: . ❑year(s ___ ___ ------- ❑manthl s) • NA Flush laterals and pressure test At least once every: ❑year(s)-- — _._- Other: -------__ -- — —-- — ❑month's) I NA At least once every: ❑year(s) Other: ------ — ---- It 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 or the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to chect: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 (6)or more of ti le 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, mechar ical 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 an!,service event. Page of START UP AND OPERATION products or other chemicals that For ne'w construction, prior to use of the POW1 S'check treatment tank(s) for the presence of painting p 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 abave normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(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 Bump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal ceps. 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; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps medications; oil; 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 sealel. • 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 replace ent system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. eplacement 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 evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank 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 ANDfOR 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 Wee,.Name c��s /11 / —— Name [�1/ee�' 17� fir Phone �j Phone 7/ ,- g./7 4 SEPTAGE SERVICING OPERATOR(PUMPER) LOCAL REGULATORY AU?'HO TY Name �/ Name Phone ��J 7� 61-3// 7 Phone s a This document was drafted in compliance with chapter t3PS 383.22(2)(b)(1)(d)&(f)and 383.54(1),(2)&(3),Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP C RTIFICATICiN FORM Owner/Buyer ) C,� l c --__ • Mailing Address_ / S 0 nrc___._cc5.1 fiLocC S So 3 Property Address av 3 S./ ✓�- P /L(Verification required from Planning&Zoning Department fy new construction.) City/State / &€N`J Parcel Identification Number ro /02.5 LEGAL DESCRIPTION Property Location f 1/t v 1/q ,5 '/a , Sec.2/, T 2 R 20 W, Town of-27)----7-12 Subdivision 7i V) // o , Lot#7- Certified Survey Map# , Volume ,Page# Warranty Deed# 6 7 6,21_ _, Volume ,Page# Spec house yes E. Lot liner: identifiable(" y no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, ii`needed,by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in§Comm. 83.52(1)and in Chapter 12-St. Croix County Sanitary Ordinance. The property owner agrees to submit to St.Croix County Planning&Zoning Department a certification form,signed by the owner and by a master plumber,journeyman plumber,restricted plumber or a licensed pumper verifying that(1)the on-site wastewater disposal system is in proper operating condition and/or(2)after inspection and pumping(if necessary),the septic tank is less than 1/3 full of sludge. I/we,the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth,herein,as set by the Department of Commerce and the Department of Natural Resources,State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St.Croix County Planning& Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s)of the property described above,by virtue o • warranty deed recorded in Register of Deeds Office. Number o ' :drooms • - ' : i APPLICAN ( DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning&Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV.08/05) I 111111 111111 1111.1 8190165 State Bar of Wisconsin Form 1-2003 Tx:4157919 WARRANTY DEED 987896 BETH PABST Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI 10/22/2013 2:11 PM THIS DEED,made between American Classic Homes, LLC EXEMPT#: NA ("Grantor,"whether one or more), REC FEE: 30.00 and Janet L. Natwick TRANS FEE: 240.00 PAGES: 1 ("Grantee,"whether one or more). Grantor, for a valuable consideration,conveys to Grantee the following described real Recording Area estate,together with the rents, profits, fixtures and other appurtenant interests, in St Croix County, State of Wisconsin("Property")(if more space is Name and Return Address needed, please attach addendum): River Valley Abstract& Title 1200 Hosford St. Suite 201 Hudson WI 54016 File: 2810888 Lot 95, Troy Village Third Addition in the Town of Troy, St. Croix County, Wisconsin. 040-1256-10-000 Parcel Identification Number(l'IN) This is not homestead property. (is)(is not) Grantor warrants that the title to the Property is good,indefeasible in fee simple and free and clear of encumbrances except: Easements,restrictions and rights-of-way of record,if any. Dated October 10,2013 Americ •Classic Homes,LLC (SEAL) (SEAL) * onald F. Nelson,President (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN authenticated on �11 DEM AR )ss. ST CROIX COUNTY )• STATE^ ao /IIe�%_ •* Iv Personally came before me on October 10,2013 TITLE: MEMBER STATE BAR OF WISCONSIN the above named Donald F. Nelson,as President of American Classic Homes LLC (If not, to me known to be the person(s ho exec'the foregoing authorized by Wis. Stat. § 706.06) instrument and .. nowled,e' • THIS INSTRUMENT DRAFTED BY: /_____ r�� * Lorrie Fran Iverson 1200 Hosford St. Suite 20) (Judson WI 54016 Notary Public, .fate o isconsin My Co missio .= permanent)(expires: March 20,2016 (Signatures may be authentic led or nowledged. Both are not necessary.) NOTE:THIS IS A STANDARD FORM. ANY MO IFI TIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY I)EEI) ©2003 STATE BAR OF WISCONSIN FORM NO.1-2003 * 1yP lance below signatures, Parcel #:' 04/27/2005 02:35 PM 040-1256-10-000 PAGE 1 OF 1 Alt. Parcel#: 24.28.20.1355 040-TOWN OF TROY 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 *AMERICAN CLASSIC HOMES LLC AMERICAN CLASSIC HOMES LLC 1920 HIGHLAND DR HASTINGS MN 55033 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description *248 ST.ANNES PKY OR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: - Acres: 1.004 Plat: 2559-TROY VILLAGE 3RD ADDN 040/99 SEC 24 T28N R2OW SW SE'LOT 95 TROY Block/Condo Bldg: LOT 95 VILLAGE THIRD ADDITIOIc 334 LINDSA RD \\\ Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-28N-20W Notes: Parcel History: Date Doc# Vol/Page Type 11/19/2004 780458 2699/479 WD 2004 SUMMARY Bill#: Fair Market Value: Assessed with: 28128 159,700 Valuations: Last Changed: 07/22/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.004 160,000 0 160,000 NO Totals for 2004: General Property 1.004 160,000 0 160,000 Woodland 0.000 0 0 Totals for 2003: General Property 1.004 139,000 0 139,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch#: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 L - ! 3l r----- O 0, . °F 28 S 28°00'00" E °/ I , D? N 62 00gg 00" E-� - j�z S 4918&00" E-� S 271' / / • i0 211.15' '9° '• ' x U S 41°00'00" W °°'I�' \ / ' 26 z u0i _ - 107.74' 00,E ■,,4 Z0 39.70' :r '?� •-. J 3 S 49°00'00" E . o 66.00' in N 41°01 I-I o OUTLOT 9 W 36. ° 5096409 SF - Q °0 117.000 ACRES M J I z N Z N DI o z - -r - n- - - - - 7 / ■ N 04°54' 59" E 1 C.S.M. 1 - �/ oo (R-S 03 54�30" W) i PA E-561 1 `co N o 1 DOC.)347000 y� o tn 1 1 0$rat,AP 2 I 625.10' 1134;9 ' , I 'S-y �y' I N 88°57' 16" W 760.06'. I 0`1'0 �i !� _ _ _1 CENTERLINE OF 66' WIDE EASEMENT, III ��. ° V . 2, PAGE 561 DOC. 347000. I 1 `Q-� �' ���`1y 4oi. N 3 °17' 1" W 0 o 119.17' � I "� 01 1 �°`Pcp °C X I 4 I k LOT 1 I�` `e�,n otN OI IN k VO M•7 \\ \ �Y, N �3° c2■ �0� U I - - -I l %, PAGE 2024 �\� 354 73��� W I DOC.X441719 `�=424.03' 3 I 1 - - \ A-30°26'25 _1I NI 47°43' 6438'2" E ,, `\ '\\ L=225.28' - - 1 LOT 3 r - - - - \\ \ T=115.37 ' 11 CST - I 3 : : Ch=222.64' 2 II - I - CB=S 19°25'57" E en. _ b : '\(R-S 20°24'45" E) I al \ - - - N 34°17' 31" W �o cv- I 0 0 \,� 669.56' 1 y I o �S87°1 '2 �' \ (R—S 35°18'00" E I I z '') 102.064 \�\ 670.53') I _ C21--- C22 \ \\ N 88°57' 16" V 14;■________________ -T- -' _' SEC. 24 OR. LOI 1 �C.S.M_ ! -_T�-r- �L8$_.5Z1 .. � 1 _ I-' T28N, R2OW I L•S.M- VOL. 3 VOL. 484 I Y01.2 ( I PAGE 7241 Q PAGE 458 LOT 1 ' of I I I 1 vA.-6 I. I PAGE 1777 LOT 2, C.S.M. VOL._ 7 I DOC.X421950 PACE'f§61, DUC 37307 ' ' ' ( #101Pc ,, 0 Falco i [ M [f OdC MAR g 1 la 978 hat %-ewbaii 41 341000.`.,Y 0 K' «Mi,C""'"' 9 St CROIX COUNTY 8 L SURVEYOR'S RECORD SURVEY MAP THOMAS RUEMMELE Part of the Southwest 1/4 of the Southeast 1/4 of Section 24, Township 28 North, Range 20 West, Town of Troy, St. Croix County, Wisconsin S84° 52"30 W ° . I` 9 311.40 d' 01U 9g. .‘;4 'n 0 O oe ao $o .O v 2 m zw0 2.02 ACRE5 d" - W in 3 c' o � W03` = W ?� N 0 O Z CC W M __._._ 9 --- ° 0 tsT. , i o N g• 52 30 'Z I .� m m I • -1- Z 0 in R siDarjcC 1 ° •30'° '126' '� Q 0Cp• - N LT , _I z .W' ` I WONrJ a ° • r W113 • 2"30 • 30 _1 W ,O S 8,• ' -- ..1 I d'ON 0° ° < I-NZ u,' 9.2Q 'O • I,M z �_ 0 SCAL1= I" 100' P.O.e. ,,` gD Ni 84° 5 2 3 0 `{0'' - I- 'O .. ..... _,,,t85._26..' — ' 1 - I 66' EASEMENT r O I _ o Indicates 1" x 24" pipe aI')et, I I weighing 1.13 lbs/ft. set. �n h .� \ ° ,tr. '�s° \ . , F saga. '1; 5 1/4 co R. SEC. 24, _ _ � _ — T281y , R20W (t, TOW TOWN R OAD , Description: That certain parcel of land located in the SW 1/4 of the SE 1/4 of Section 24, T 28 N, R 20 W, Town of Troy, St. Croix County, Wisconsin, more fully described as follows; Commencing at the S 1/4 corner of said Section 24, thence go N 31°52'43"E 1155.22' to the POINT OF BEGINNING of the parcel to be herein described; thence go N 84°52'30"E 185.26' ; thence go N 03°54'30"E 80.17' ; thence go S 84°52'30"W 30.0' ; thence go N 03°54'30"E 0.0' ; thence go N 84°52'30"E 156.13' ; thece go N 03°54'30"E 220.52' ; thence go S 8452'30"W 311.40' ; g 40 thence go il\ S 03°54130"W 330.69' to the POINT OF BEGINNING of the parcel herein des 0L 1°nnnfti�� containing 2.02 acres, more or less; ,.1G...•� �5`� i,� Together with an easement for ingress and egress described as folloit' JAMES L. �';,� e MURPHY loci ( see reverse side for continuation of description ) r,?• S 1 0 4 2 yi RIVER FALLS, i/ )ffiiiiik, ' o/i tr�F +'. WISC. J� Volume 2 t'age 561 ii, a AND `������ O i 1 l