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Home My WebLink About030-2009-95-000 ~ 00 I 03 N y N 0. 0 0 c M N C w 2 O a C C. O N N L Ca O. L N O N LL ~ I!I 4 C 9 coo 3a ~ N w O 0. 4 < 28, U) 0-0 m L O a CM ; d N > Z O C p w C f0 C Z- N C 3 L N 7 C 'O y 0 C .G C > O {L 0 (D 3 O O) C C rQ tll d O C 3 O Z H w E a CL Q O N N d ow a (D N H - Ce) IL In U) c) CL t °.6 w O Z c a>), C w N N 0 N O N Z C •a f0 8 C O O N > N N ~~V N N C C C d L N ~ O O w .G O Z Z Z N (D 4) 0 10 g ~1r a_ d ~caCL U) E L E U) a 3 3 3 • =aaa d v 3 c N j o 0 o fA J V rn rn Z N ° O ~ O N y°O ml am m t • R Q Z U) Q N ~r O 7 a~ li C N Y! r.+ O O ~ C W C O N 7 0 M 1 0 L6 n F E aUi c c o a °o o r \ M t O C •p N N V O o y F- M c 0) 0) c C C N O O N N d 0 0 1 0~}} N O N •O 'O C N • O M fA O Z N Z Z g m ~a I d V - € CL y ik a L: a CL 'S v CIS i _1 A Ciao !0U)U Parcel 030-2009-95-000 03i24i2008 11:03 AM PAGE 10F1 Alt. Parcel 34.30.19.387A 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): O = Current Owner, C = Current Co-Owner O - MEYER, THOMAS F & MARLENE A THOMAS F & MARLENE A MEYER 1211 CTY RD I HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' =Primary Type Dist # Description ` 1211 CTY RD I SC 2611 HUDSON C 5 SP 1700 WITC v I''' mlcg~ Legal Description: Acres: 10.000 Plat: N/A-NOT AVAILABLE SEC 34 T30N R19W SW SE SE 1211 CTY TK I Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 875/254 07/23/1997 734/96 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.000 186,100 172,700 358,800 NO Totals for 2008: General Property 10.000 186,100 172,700 358,800 Woodland 0.000 0 0 Totals for 2007: General Property 10.000 186,100 172,700 358,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 122 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r ~ t Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of l Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County J - include, complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ~J include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q 51 01 -1141' 57-62~6 Please print all information. Reviewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ! d Property Owner perty Location R " T0/n /77 ECEIVED Go .Lot 517- 1 /4 ~ 1 /4 S T N R /2E ( W Property Owner's Mailing Address Lo # Block # Subd. Nam or CSM# l 11 6 2006 ~lleV C- /,,-171 1-7) City Sta Zip CodePhone Number 1 3 City ❑ Village To Near st Road l S ° ST. CROIX COUNTY New Construction Usg~-f Residential / 145mber of bedrooms Code derived design flow rate _A 00 GPD ❑ Replacement ❑ Publi or commercial - Describe: Parent material( Flood Plain elevation if applicable General continents and recommendations: /JCIB~9r / System Type CO /VV System Elevation ~Q to Boring # ❑ Boring 0 Pit Ground surface elev. 10611 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 "9rc 1 5 Os f Boring # Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o Jv 3~~ C~ . 6 , o ,l Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 1150 ' 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 Conduct d Telephone Number 1008 192nd Ave, New Richmond, WI 54017~/~/ , 8~-~~-- 1 715-246-4516 Property Owner _ Parcel ID # Page of RBoring IN Boring # 0 Pit Ground surface elev. v; ft. Depth to limiting factor in. r*Effft#l il Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2 tt b Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 Pit Ground surface elev. ft. Depth to limiting factor in. E] Soil Application Rate Horizon 7epth Dominant Color Redox Description. Texture Stricture Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BODS > 30 1220 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 (8.6100) 61, 1. Soil Test Plot Plan; Proi6ct Name Tom Meyer Sh d Address 1211 Cty Rd I Hudson Wi 54016 M #226900 Lot 1 Subdivision Date 8/30/06 SE 1/4 SE 1/4S 34 T 30 N/R 19 W Township St. Joseph Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1 /2" pipe System Elevation 100.0/99.6 *HRpSame as Benchmark Alternate Benchmark Top of 1/2" pipe @ 99.5' Ct Rd I Scale is 1" = 40' unless otherwise noted B-3 30' 125' 102.5' ::a33 0' 20' 85' B-2 B-1 100.5' 10' B.M. At1.B.M. 10' Future Town Road 2074 Wisconsin Department of Commerce RASA".&LUATION REPORT Page 1 of 3 Division of Safety and Buildings i corn- ancia with R-R dm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less 8% x I i e. Oust St. Croix include, but not limited to: vertical and horizon I reference point (BM), direction and percent slope, scale or dimemsions, north arro ,and locetio an di*tan Barest n ad. Parcel I.D. ^~7 E~~? err g fro 03,0-2009-95-000 Please print all i fo n. Revie d By Date Personal information you provide may be used for nda%Ylt ( vas f04 (1) 41/--~ 1 1 1,6 -7 Property Owner _ Pro Location Thomas F. Meyer Govt. Lot SE 1/4 SE 1 S 34 T 30 NR 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 9 1211 Co. Raod 1 2 -Pfepesed CSM N~V City State Zip Code Phone Number J City J Village r► Town Nearest Road Hudson WI 54016 (715) 549-5411 St.Joseph Co. Rd. I ffJ New Construction Use: V/ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement J Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable nA General comments and recommendations: Soil suitable for conventional dispersal cell at 0.7 gpd loading rate. Site is steep_ I Recommend trench elevations stepping downs lope at 48' e ow . Boring # Boring 1+'' Pit Ground Surface elev. 95.99 ft. Depth to limiting factor >98" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 1 0-5 10yr3/3 none sl 2fsbk mvfr as 2fmc 0.6 1.0 2 5-18 10yr3/6 none sl 2msbk mfr cw 2fmc 0.6 1.0 3 18-35 7.5yr4/6 none Is 0 sg ml cw 2fm 0.7 1.6 4 35-98 10yr5/3 none s 0 sg dl - - 0.7 1.6 q Ail! Boring # ) Boring 0 Pit Ground Surface elev. 98.09 ft. Depth to limiting factor >92" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 "Eff#2 1 0-5 10yr3/3 none sl 2fsbk mvfr as 2fmc 0.6 1.0 2 5-14 10yr3/6 none gr sl 2msbk mfr cw 2fmc 0.6 1.0 3 14-29 7.5yr4/6 none gr Is 0 sg dl cw 1fm 0.7 1.6 4 29-46 10yr4/6 none s 0 sg dl gs 1fm 0.7 1.6 5 46-92 10yr5/3 none s & gr 0 sg dl - - 0.7 1.6 160 Effluent #1 = BOD5> 30 < 220 mg/L a TSS >30 150 mg/L ' Effluent #2 = BOD <_30 mg/L and TSS <30 mg/L CST Name (Please Print) Signatu : CST Number James K. Thompson a--- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, Wl 54020 5/2/2007 715-248-7767 Property Owner Thomas F. Meyer Parcel ID # Pending from 030-2009-95-000 Page 2 of 3 F3 ] Boring # I Boring J Pit Ground Surface elev. 91.52 ft. Depth to limiting factor >99" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-20 10yr3/3 none sl 2fsbk mvfr as 2fmc 0.6 1.0 2 20-33 10yr3/6 none sicl 2fsbk mfr cw 2fmc 0.4 0.6 3 33-47 10yr4/4 none scl 2fsbk ml cw 2fm 0.4 0.6 4 47-57 7.5yr4/6 none gr Is 0 sg dl cw if 0.7 1.6 5 57-86 10yr4/4 none s & gr 0 sg dl aw - 0.7 1.6 6 86-99 10yr5/6 none , s & gr 0 sg dl - - 0.7 1.6 F-1 Boring # I Boring ~}1 C6 -T ~ Pit Ground Surface el v. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # ~ Boring F-1 _.f Pit Ground Surface elev. 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 * 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 (R.07/00) A.C.E. Soil & Site Evaluations • E"X.:Sfi'nq ~-sacCe e-larJ,' • /oct.-~a-o(C/ ~D~o~o..5~ iPeF #075/ S p/'opos4w c5..Pl SEy,l SE~'9; Sec 9F' / ,r~ I DV r~ raa~rdln~ o3G-Z~u9-YS~ I ~e--ea,y"A-&- A 510 / 91-4 d e II; 0 90.04,' e / ~8/ 5Joe 96.77'/oulq.dde at bu: I /dr~g S/'fx 0 ~ O O 3erul, ~ s~ 5~0 . a o sy u .6.s. Pd. e. We. Xis a.r, cd I P,3 W3 R-V Wisconsin Department of Commerce - C(lll EVALUATION REPORT Page -L of- Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code t County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel Lp 0?O_ Z G ~~~lr~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 7 ` CJ~ Please print all information. Revie by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 9 Zd p (O Property Owner Property Location 7D Govt. Lot ' 1/4 1/4 S T ON R l E (or Property Owner's Mailing AddrPa Lot # Block # Subd. Name or M# El City El Village o Nearest Road 006 City State e ,4G7neo Lo New Construction Useial NumbCode derived design flow rate GPD ❑ Replacement era__-- Parent material C& Flood Plain elevation if applicable General comments L/ ~p and recornmendationnls: r OeC~IpD~ +f~~ System Type G o6ZL) e-n- System Elevation ! 0) I ✓~y Boring FT IR # ❑ Boring V~,~ / Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appli Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 -ri t - Y i '3 8-/ 116 'If S s~ / t11'40- je, s~- a() qOeb et, P:1i- S~ Boring # Boring pit Ground surface elev. 3 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 z z- s &7 3 5 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 1 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) a CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 0 715-246-4516 Property Owner _ Parcel ID # Page of ® Boring # ❑ Boring ~j l/n Pit Ground surface elev. 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 O1 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Aftppli Rate Horizon Depth Dominant Color Redox Description Texture Structure ' Consistence Boundary Roots GP 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 Application Rate Horizon 7epth 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 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 130 mg/- 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 (RAW) Soil Test Plot Plan Project Name Tom Meyer Shaun Bif Address 1211 Cty Rd I Hudson Wi 54016 CSTM/ 2 6' 900 Lot 3 Subdivision Date 8/30;66 SE 1/4 SE 1/4S 34 T 30 N/R19 W Township St. Joseph Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1 /2" pipe System Elevation 98.1/97.5 *HRPSame as Benchmark Alternate Benchmark 99.5' Top of 1/2" pipe Cty Rd I Scale is 1" = 40' unless otherwise noted At1.B.M. 10' * 150' B.M. 98.5' 15' 10% slope 30 B-3 15' 100.5' 40' 102.5' B-1 10' I Future Town Road