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HomeMy WebLinkAbout016-1035-70-300 Parcel 016-1035-70-300 01/05/2005 08:03 AM PAGE 1 OF 1 Alt. Parcel 16.30.15.258C 016 - TOWN OF GLENWOOD 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 * VOELTZ, JOSEPH M & DONNA J JOSEPH M & DONNA J VOELTZ 1879 CTY RD D GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1569 290TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 20.030 Plat: 1170-CSM 14/3983 SEC 16 T30 R1 5W PT SW NW BEING CSM Block/Condo Bldg: LOT 3 14/3983 LOT 3 20.030AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 16-30N-15W SW NW Notes: Parcel History: Date Doc # Vol/Page Type 05/19/2004 763117 2576/29 WD 05/01/2002 677703 1881/185 WD 11/13/2000 633484 1558/570 WD 08/07/2000 627764 1532/572 LC more... 2004 SUMMARY Bill Fair Market Value: Assessed with: 13320 20,900 Valuations: Last Changed: 06/08/2004 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 20.000 20,000 0 20,000 NO Totals for 2004: General Property 20.000 20,000 0 20,000 Woodland 0.000 0 0 Totals for 2003: General Property 20.000 40,000 0 40,000 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 Wisconsin Department of Commerce I?ec UATION REPORT Page[ of J Division of Safety and Buildings in a rdance with Comm i. Code • • County 1 / D 1 Attach complete site plan on paper n less tha91/Ix 61 i~^¢hg in siz ust include, but not limited to: vertical an hori zQnta I reference poinM), d' ection and Parcel I.D. 2 percent slope, scale or dimensions, orth w0~ I etior~ and dista to nearest road. D~('O M 3S- -70 - Please print a ew Date Personal information you provide may be used for secondary purposes w, s. 15.04 (1) (m)). + I A Property Owner Property Location 13 ) O Govt. Lot L-1-1) 1 /4 Alm) A S T o N R/-5-- E (o w Property Owner's Ma'ling Address Lot # Block # Subd. Name or 4 3a c/71 P?b Gxri C1-m~ City State Code Phone Number ❑ City Village Town Neare oad 3 w nJ c ~1,r z 6~= n3 s/ 1y New Construction Us esidential / Number of bedrooms Code derived design flow rate 610 - O GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments and recornme mmend latiafions~Q 4C ~ /M / : C/ y16 ldi,4t- UAL Boring # ❑ .Boring M KPit Ground surface elev. 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 Z ley Boring # RBoring it Ground surface elev/P3, 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 o` ~3 C~ r 31 L v 3 27-`~8 2 5z r l Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Con d Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 r Property Owner _ Parcel ID # Page of Boring F-3-1 Boring # t Ground surface elev. 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 0 0'r ] 2, 2_Z ; 1, 7 T © Boring # ❑ Boring / ' a Rit Ground surface elev.! - ft. Depth to limiting factor in. Soil Application Rate O on Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfY ~k in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 el- M 2- l -2 L l u- ,v 1 , Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' 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 (8.6/00) I Soil Test Plot Plan Project Name Joe Voeltz Shaun Vrd Addrgss 1879 Cty RD D Emerald Wi 54013 CS #226900 Lot Subdivision Date /9/04 N W 1/4 N W 1/4S 16 T 30 N/R15 W Township Glenwood Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1 /2" Pipe System Elevation 106.0' *HRpSame as Benchmark Alternate Benchmark Top of 1/2" Pipe C 98.8' 290th St. Scale is 1" = 40' unless otherwise noted 101' 103' 105' 1t.B.M. , B-1 s, 70 LEI i 0' 8% Slope in tested area B-4 N B.M. 80 B-3 30' 50' 50' B-2 Property Line Wisconsin Department of Commerc® SOIL. EVALUATON REPORT Page of Divisidn-of Safety and SUldinoe in accordance with Comm e5, Wis. Adm, Cole County g • e~ ~l x Attach complete site plan on paper not tees than 8112 x 11 inches in size, Pion mult include, but not Imited to: verdcW and horizontal reference point (BM), direction aria Parcel I.D. 3 percent slope, scale or dimensions, north arrow, and location and dhtance to nearest rand Date PIa~ print all Information. I Reviewed by f - 3 ~~z6 PBraonMl Information you proviCh msy be used for . r Pdvs Lew, e, 15A~~ (1) 01)). Property Owner zaxtu- Propw ty ,aatlon lr-"~ ot 114/Am/1 fa s /G Tj O N R 1.6 -ttorl0 i ock 8 Subd, a or CSM# roparty ow 's Mailing Addressa Villag e own hleenet Road. ~ G fen 02 9!j /A GIe►,woo6C W004 li S-¢a ~ Coda dertwd design flow rats SO OPq New ConstruGbn Use: (9-Residen06i / Number of bedrooms ❑ Replacement ❑ Public or commercial -Describe: , Parsntmatsrhl L;/~!'t~ !l~ FioadF~lain elevation itapplbable t3aMMI coRlttl " /o set And 0---t P• u~v`►s/.e /I -e t- ,GI-e--l~ 66-111-61 , a T and recommendations: a 9Q ~,E QPp t'9re u•+ aE . A .c. 6, lit • ff Z /tP~-:~~ all sets 0-f -M,94 -e 60n~-&u r r~l-6V&;6ioh 9V-44 / Boring 8 u Bo"ng H lioatlon Rate Pit Ground surface e3ev.2..R. Depth to limft factor in, hlorizon Depth Domirrnt Color Redox Description Texture (A(LA are Consistence Boundary Roots *8011 *111111111112 In. Murami Qu. Sz. Cont, Color Cr, Sh /aVR g;L siel .~56k nnu~'r aw 3 5 •8 0- I/ k !n r/-Fr 3 o 16 Y&4 • 3 3 0-18 iz> YK¢13 •ptr IoYRS/ sots ie ~abk u,w I. ioYfZ cad icy ¢ s 'SC-1 as6k ,s, -P ~r-P .4 • a. • •SY ba sie asLk /KV O 3 Boring it a~ Ground sulfate ebv•C.Ll.~~ -sl~/ y. R, Depth to llmidng factory to gpq Application Rate pit _ DPDItF Yr^.4- Roots Texture 9n~cttxe Consistence Boundary horizon Depth Dorninant Color Redox Descriptlon C;r fit. Sh. • 1 r 2 in, Mansell Qu. Ss. Count, Color Cx. CILD • ,r • 8 / o - ¢ IoYR 3/z sal a 56 k V r SC/ A k &V d2 -!o LY ~ s c ~ 1A k /►4 -~'l• ct_ ~ c~ . • 3 3 Io-ao aY IoYR / M.J~ a.~ O S • s S d~S & Pr pY G Co~ r. ' Effluent 01 + Wo s 30 < 220 mg11. and Tab >30 < 150 mg& Bflluent #2 ~ BOO < 30 m and T88 S 30 rngft- 8i CST Number CST Name.(Pisw Print) °2~r V' S ~C Date Evaiaadon Cortduded Tlelephorte Number swdre.,t~a ~ 17K/~ W l +TVIJ wne~ nm~. A9p~~j I J 1~t"/~"' kv'-.Ll 11 EGLEi2 Property Owner Parcel 10 0 Peon of 3 ~ i owing 0 ❑ Borinp p I ® Pit Ground surface abev. 3 / R. Depth to limiting factor in. Sol ApplIcalion Rate Horizon Depth Dominant Color Redox Description Texture StrLiature Coneistsnoe Boundary Roots - 0pQ h Mur"W Qu. Ss. Cont. Color Gr. Sz. 8h• '0101 *EW2 / 0-- * 16 YR s%~ ~-s6 /n r a- 3 nti . 5 d2 /oYR. s C/ .2 Si AV-Pr 9 w /-P -4- • 4 F 3 s s c s~ /yr a w v . a- . 3 4- ~Z /e, R 62d I oY -51A S' sicr' . a6k a w o . G ❑ ph Ground surface alev..,,,,_ _ _.,h. Depth to Ilmittno lector __r._.__... in Boll AppiWIon-Rats Horizon Depth Dominant Color Redox Description Texture Structure Cons** Boundary Roaft PON h Mur"I Qu. SL Cont. Color Or, Sz. 8h. `E~ OEM ED Boring ❑ pit Ground surface elev. Depth to limitk►o lector In. Sol Ilostton Rats Horizon Depth Dwninent Color Redox Description Texture Structure Consistence Boundary Roots 'EftiY t QP(W IM Kh-" Qu. Sz. Cont. Color Gr, t'e. Sh. • M ant #1 = 90D,:1- 30 c 220 mg/L and TSS >301150 mgfL ' Effluent #2 P 9008 130 mp/L and T86 30 mg& The Department of Commerce is an equal oppommity service provider and employer. If you need assistance to access services or cad material in an alternate format. please coAW the department at 608-266-3151 or TTY 608-264-8777. BH -WOOL07100) Pape C2 of 3 Property Owner Parcel IDS ~ - Swing 0 ® ptt Ground surface elev. ft. Depth to limiting faaor M. Sop Application Rate J D/M Horixon Depth Dominant Color Redox, Descdption Texture Stnpture Coneia0enoe Boundary Roots •E GP1. " In. mow Qu. 6L Cont. Color Gr tiz. ~ ie Yet 3/~ s%~ ~-s6 r a- w 3 • a,Sk AV-Pr 9 3 13-.7 /o YR % 11-F - s s .5 c s~ a w G . at. . 3 %;t /o R c IoY s s sick a6k aw o • > M ❑ Boring ❑ Pit Ground surface Darpthto -----In' I Acp iloatlonRate Horizon Depth Dominant Color Redox Description Texture or, 8s. r, Sz. SShCon"Onoe Boundary Roots 'E7 1 ' 1n, Mur"I Qu. 8L Cont. Color . Bing Baring ❑ pit Ground surface elev, it. Depth w Srrtitkap factor In. lindon Rate Horizon NO Dorninant Color ftedox Description Texture Structure Consistence Boundary Roots •EftiV1 MOW In. Muneeil Qu. 6z. Cont. Color Gi. Ex. Sh. I 7-7. • Mont B1 = WD• a 30 a Zap mg/L and TSS 40 150 MWt ' Effluent #2 P SQDI { 30 mg& and TIMI 30 mg& The Department of Commerce is an equal oppomWty service provider and employer. If you need assistance to access services or need matat'ial is an alternate foamat, please contact the department at 608-266-3151 or TTY 608.264.8777. SBD4= 0.071 '1 t n`' r 3 ~lCO~C.jtT Y l.~ ~lE k 3F ~M,L, 'Sr ` 83 " $9.84 ~ I o 83.98 loo,o 8{ o o- 3 $6DRooIK. 3.M. 1 = Na~z tN Nwart P"OL6 APPRox. S~oFF G~eauND = lov.c.~ Ja.eey ~'~e.~~~eX' N RISw Q om. 2, ZASE OF b W EP bt.E 104.3 LoT *3 1ow~rsH~~ : G~ENwooD 'Mich~t J. Vbl.y.t.rs es~~a~~9s5 ~ScA~E ~".40, Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 2 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 7- Attach complete site plan on paper not less than 81/2x 11 inches in size. Plan must include, but not pmited to: vertical and horizontal reference point (BM), direction and Parcel I.D. I -7 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. l /0 31 Please print all information. Reviewed b - Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). F~~ Property Owner Q Property Location S ~ - Vill Govt Lot IV 1 /4 Nk11 /4 S T30 N R / J- E (or) Property Owner's Mailii Address Lot # Block # Subd. Name or CSM# 3 3)1 1 3 v! City State Zip Code Phone Number ! ❑ Village Town Nearest Road .7 g0 77 S T New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate '~~C~ - • GPD ❑ Replacement Publ~ Qr pommerclal - Describe: rr Parent rnateriai Flood -Plain dmvaSior. if appliGb!er ft. tJC~.C 1 , General comments ^r. and recommendations: y LL i , r m Irr ft L OLIN' F/-] Boring # Boring d ` 'ONI NG OF Ground surface elev. ft. Depth to limiting factor 3 3 Pit Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary IC"Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. --Eii#1 `Eff#2 -S~ 5`/ro Zv~S' S.'L 6X 1n FfC' J Boring # Ej Boring Z Pit Ground surface elev. ft. Depth to limiting factor ry 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 7.3 s/ Sf m Sls/~ jvr-/~ cz r,~ 4 its V 1i f2 SW211 Effluent #1 = BOD > 30:S 220 mg/L and TSS >30; 150 mg/L ' Effluent #2 = BOD 5 30 mg/L and TSS 5 30 mg/L CST Name (Please Print) nature CST Number Z?/`/7/ Address Date Evaluation Conducted Telephone Number 3 7 Z 1 ~a s 41n k., ~,T - q 0C) ~~r-.zb s~- 66 s 7 Property Owner /Z Q Parcel ID # Page of FT Boring # ❑ Boring q f © Pit Ground surface elev. /7 b 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 ❑ F-1 Boring # Boring Pit So t limiting factor in. Ground surface elev. ft. Depth to g ❑ it 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 Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ~iplicafion 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 ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 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. SBD4330 (R.6/00) • JO/0 ~ ~ ~ 1~=xG~ 22141-7/ ,4o( 3 YtvJVw S✓ o 73o1V/e /s wJ Two S '/e ' 77 o /A I, ~ 14ff e m - Lo L'~t )(A X R Yet. L.c...t K I of 1 /C O^CD < A I K /P IN L ~ AC K I e l ~ a Q' i o K I'vk X o- r - 4 L I `L22- K K R I ~ I n ".I RONALD F. >Ar FILED 3 D G JOHNSON S-1186 ; 6 OCT 2 6 2000 A Wis. A ~owiot NOV ' S -kp 4~ St. CMIxC0% RO : ; ;S ~S~ E R SURVEY IX Coy S YUR'S RECORp Locate~in the Northwest Quarter of west Quarter and in the Southwest Quarter of the Northwes Quarter all in Section 16, Township 30 North, Range 15 West, Town of Glenwood, St. Croix County, Wisconsin. Prepared for and at the request of: OWNERS: Robert L and Theresa A. Obermueller -UNPLATTED LANDS 2711 C.T.H. G Glenwood City, WI. 54017 16 O TH A VEN UE II Drafted by. Jason M. Gustafson 66'--+ N 89'23'12" W 2658.34'------- _ 1 1 i~ NORTH UN£ OF 7HE NW 114 NORTHWEST CORNER I_ 8923'12" E 1329.17' -t ~ 160TH AVENUE SECADN 16-30-15 - (FOUND ALUM/NUM - - • • - • • S 8923'1Y E 1 96.07'- ` N 89'23'12" W COUNTY A/ONUMEv 33°-x- , , , R-0- W 33.00 L O T i ~1329.17' i ~ I I I w~^ 1 N .s I I TOTAL AREA: caiN co I tc: 874,894 SQ.FT n\ i°° j 1 - ~ c o W Ln I I 20.08 ACRES d~ ON to: W a I AREA EXCLUDING R-0-10 ~ (o i ~ y~ ;.y o I I 810,.754 SQ.FT a z NZ • o I 18.60 ACRES ~ , 04, 00 a 0 I Z q31294.24' \ Q <c 1 I ^Q~ 1 S 89'27'44" E 1327.24' 2 E _ 33.00 o °E~m SLOT 2 i ~'4 a 0 I 'irna : 3 j TOTAL AREA: I Z V A'20 rn 1 I • p t x e873,636 SO.FT. W m 0 c W 1 in ai ( of : 1 1 20.06 ACRES 2 ri 4 0 o N~ ~ 1 c`aa I I m :'r _►o AREA EXCLUDING R-O-W° J m ZI In I 851,868 SO. FT. in m o01 0 0 v a JI t N I I $ 19.56 ACRES W N I 0 c 0 O~ ~ i I I a SOU7H LANE OF 7HE NW 114 CF 7K- NW 114 w Of s o ,c'.ta.~ j o ( 3 1292.31 W °DO_ of _ 0 gl 1 ° ( x33;00' 0 5 89'32' 1325.31' - QI - -A r c n I~ I r p ° C 4 0 o zl O I O 33'-"•I o L O T 31 ° ~°,I ~u =)I 0 C4 310. Ch 1 z ihI I~• a A: io QI 2- I °c 0 0` o C LQ; 872,378 SO. FT. 3 00 1 al 20.03 ACRES Zuni 1 z 1 FA 2 m c j w to I Ito : AREA EXCLUDING R-O-W° to j ^N 1 I 1 850,610 SQ.FT 1 1 19.5.3 ACRES 1 ao~~ i `n IELxd o I I ° 1290.39' w 3 a x N I 33;00' 89'36'51 a E 1323.39' y 090-5 z s2 0 ea`~ I I 55~ 1 L O T 4 a NO TH z I I b~ : TOTAL AREA: c ~O I 'a 871# 119 SQ.FT W j N Z' t I I °f 20.0 ACRES j is i 1 0 tD AREA EXCLUDING R-O-W° I I : 849,353 SQ.FT I W a. ° L 1-- WEST QUAR7ER CORNER 19.50 ACRES z $ S£C77ON 16-30-15 33 i ° 9 z (FOUND ALUM/NUM 1288.46' ~i ~ o: W 22 COUNTY MONUMENT) 33.00' N 89'41'26" W 1321.46' Q m LE ~.FN~Q EAST-WEST QUARTERUNE 3956 28 ! o N 89.41'2 6 5277.74 - County Section Corner Monument 0 0 of Record ~T- CSI Lj W UNPLATTED L DS v • Set 1" x 24" Iron Pipe w ighing - - - EAST QUA TER CORNER 0 N U) a minimum of 1.13 pound per 2~~ SEC710N 1 -30-15 a linear foot. 0 FOUND 2 IRON P/PE) in • • • • • • 100' Building Setback fro - ay z'- Centerline c=i R-O-W Right-Of-Way APPRt VEu mz~ , JOB #AO0100 py ST. CROIX COUNTY Prepared by. " Z"nQ and Parks Committee A& E OCT 2 6 2603 400 0 400 LAND SURVEYING do CIVIL ENGINEERING Phone No. (715) 246-4319 109 East Third Street, P.O. Box 325 If not r*OWded Withiii 30 diya of GRAPHIC SCALE New Richmond, N 54017 ePPMY&I date approval $hall be SCALE IN FEET: 1 inch = 400 feet Sheet 1 of 2 null and void Vol. 14 Page 3983