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HomeMy WebLinkAbout030-2014-50-000 (3) OO p (D r. p co p M O pq O N r C C 0. O I 0 00 a O (n CD x a) N co LO y 0) y U N O N C ' O U O U a) 'U L C C ti o c 0- ? N U o N N Q 0.2 W N L m ~c rn I o .3 I ~ c rn _ ° m U Q) G N N L p_ w O C O C a) > 3 z (D 0 Q) Z U C N 'C z U E m wn Q- a LL a c rn x LL c 0 co "a E a >°cco ¢ ~`o $ I ~ I v o v ~ a U ~ I v ° o 0 v ~ v ~ E z am amc4 Cl) M H Z I t (D U C O Z d' c •°c y o o 0 3 in F c' m c' > w rn v y~ y N O. N U O m O U a) o m a) CL :3 a) U) cl n • (q s ° c d c4 0 i ' Q O v t d O N m o 2 o a°i Q Z F- Z z co z N ~ I C I 0 U) ao~i I ~o ~ c'o o 06 rL co a s a` a r I. a a d a o Lo m 1-- 0 *i X 0 0 0 LL= 0 O O O CL U • ►v a a a n. a s c CL N o -0 U) cn CD 0) V1 J U 2 rn rn O O W aOj O Z T- z n N M N N ^ U m y co c L 75 0 0 C:) c a m aNi r~> > U) o 0 a d Q} v> c m Q Z u ro 0 4) U Vl U) O p C'. N N C U.) N C I O 3 .N- O N ° E N O O L" p N F- N C C (D a) U 0 0 Lo t Q N O 0 U N m ~ A N N 0 ° a) c a~ 5 W~ ~ y o~ N N W (D Z Z m~ Qy W U in C4 o o a) • ~1 L. O M (n I Z •p- O N F- F- co m O N ~ Z Cn CC Oar M IL CL o xt a y a w m a w 0 CL 2 w r- a) d) o 3 3 ? '0 3 oo "~1 A U a 2 0 fA U 0 U) U Parcel 030-2014-50-000 03/24/2008 12:07 PM PAGE 1 OF 1 Alt. Parcel 36.30.19.412A 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 - ANDERSON, LARRY A & ROSALIA J LARRY A & ROSALIA J ANDERSON 1431 S BIRON DR WISCONSIN RAPIDS WI 54494 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1225 CTY RD A SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 13.000 Plat: N/A-NOT AVAILABLE SEC 36 T30N R1 9W THAT PT NE SW LYING S Block/Condo Bldg: OF CEN LN HWY "A" AND NORTH OF WILLOW RIVER Tract(s): (Sec-Twn-Rng 401/4 1601/4) Gv 36-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 06/04/2003 724448 2263/420 WD 07/28/1998 583754 1343/298 QC 1128/29 WD 757/02 more... 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.890 128,000 125,600 253,600 NO PRODUCTIVE FORST LANDS G6 10.110 85,600 0 85,600 NO Totals for 2008: General Property 13.000 213,600 125,600 339,200 Woodland 0.000 0 0 Totals for 2007: General Property 13.000 213,600 125,600 339,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 137 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 05/24/2007 11:23 AM Parcel 030-2015-10-000 PAGE 1 OF 1 Alt. Parcel 36.30.19.413A 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 - ANDERSON, LARRY A & ROSALIA J LARRY A & ROSALIA J ANDERSON 1431 S BIRON DR WISCONSIN RAPIDS WI 54494 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 7.000 Plat: N/A-NOT AVAILABLE SEC 36 T30N R1 9W THAT PT NW SW LYING S Block/Condo Bldg: OF CEN LN OF HWY "A" NORTH OF RIVER Tract(s): (Sec-Twn-Rng 401/4 1601/4) 36-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 06/04/2003 724448 2263/420 WD 07/28/1998 583754 1343/298 QC 07/23/1997 1128/29 WD 07/23/1997 757/02 more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 7.000 46,600 0 46,600 NO Totals for 2007: General Property 7.000 46,600 0 46,600 Woodland 0.000 0 0 Totals for 2006: General Property 7.000 46,600 0 46,600 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 1091 Wisconsin Department of Commerce SOIL EVALUATION.- ~r Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, W4/Adm. Code ' - Tom Schmitt ' COUntyc Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must „ - r St. Croix zo / include, but riot limited to: vertical and horizontal reference point (BM), direction and, l I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Please print all information. J[ c? 0 R g a Personal information you provide may be used for secondary purposes (Privacy Law, s.15 04 (1) (m)) 3 Y. Property Owner Property Locati A~ Bla An T-r\ - •rov/ Govt. Lot it'`° NE 1/4 S 36 T 30 N R 19 W roperty Owner's Mailing Address Lot Block me or CSM# 2205 Salvia Lane P-V A - 1 ~6a; ;w CSM Pgadiny. (20 Acre Parcel) City State Zip C We Phone Number City Village ✓ Town Nearest Road Hudson WI 54016 715-386-3253 St.Joseph Cty. Rd. A ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Plain Flood plain elevation, if applicable f 78.5' General comments and recommendations: Area is suitable for a conventional system w/ a 0.5 gpd/sqft rating. Possible system elevation for Area I is 94.50". System area is on a 9% slope. ❑ Boring # Boring ✓ Pit Ground Surface elev. 98.0 ft. Depth to limiting factor >135 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-21 1Oyr3/2 none sl 2mgr mvfr cw 2m .5 .9 2 21-36 1 Oyr4/3 none sl 2fsbk mfr gw 2m .5 .9 3 36-96 1Oyr5/4 none grcos Osg ml cs 1f .7 1.6 4 96-135 1Oyr5/6 none ms Osg ml .7 1.2 ❑ Boring # Boring ✓ Pit Ground Surface elev. 100.33 ft. Depth to limiting factor > 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/f*Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 01 1 0-11 1Oyr3/3 none sl 2msbk mfr cs 2m .5 .9 2 11-24 7.5yr4/4 none sl 2fsbk mfr gw 2m .5 .9 3 24-67 7.5yr5/4 none grcos Osg ml cw 2f .7 1.6 4 67-96 10yr5/6 none cos Osg ml cs .7 1.6 5 96-120 1Oyr5/6 none ms Osg ml .7 1.2 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: ' CST Number Thomas J. Schmitt art u e~ 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valle View Trail, Somerset, Wl 54025 1/8/02 715-549-6651 a Property Owner Blaha, Eric Parcel ID # Page 2 of 3 F Boring # Boring ✓ Pit Ground Surface elev. 96.13 ft. Depth to limiting factor > 129 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10yr3/2 none I 2fsbk mfr Cs 2m .5 .8 2 14-28 10yr4/3 none 1 2msbk mvfr gw 2m .5 .8 3 28-43 10yr4/4 none sl 2msbk mvfr 9w 1f .5 .9 4 43-86 7.5yr5/6 none gricos Osg Ml Cs .7 1.4 5 86-129 10yr5/6 none ms Osg ml .7 1.2 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I i ❑ Boring Soil Application Rate Horizon Depth I p in. *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 .-A -+-;o1 Q„ of+P. f, fi. f -1-- 11- .1nr.artmAn+ Q+ Fn2_7Af-11 G 1 - 'PTV AnR_7rA-277'7 Pal 'e 3c r 1411, gnu;/ reP CC. 9~,.~3 0 r 'q' ,Sr 6 I`-- pro' ~`"J/`5 _ ~o/' / G La /eeG.Tid1.. kJCeJ' G~Gl4G~eG/ ~O ~41f{! / a- Z/~aYlr1~ --.may`' r-~~.z y/ o f .-►-s a y/ n c ~ ~ e Sc,..' t4 ~ r f My ~/e kr 44 s e . / ~ e f o c c, 7~. 'r~-% d -f Lie -~e S ma ` ~Y s-n-Q y s' ,6 e ems S /1 eW i, a s rrm a-- erYf ~he s were /vof eso_~ It-4 -04.~, e v4 ~e r/Dz c/ ~,ja~n 2/e~aTia~ s amore ~e;k9 &s /a Cc sve~ May o syi n e f o6 Q a S S wT'x=rr/. LJ 4~76 z ti~ loy; Ch as T, SA" l v~ Wi n e- c'S T a? ;id y y OZ?O,S Se w< 57~ ~ ~ 'voo, Ui-'i T"C' r Pct 2-bg3c) 1092 ' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. _ Tom Schmitt r' Ounty Attach complete site plan on paper not less than 8%= x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. k P I I.D. Please print all information. Review Date Personal information you provide may be used for secondary purposes (Privacy Law, s.15~04,(tj (m))- r^ Property ' s S Z Property Owner Pkopetty L ion,, rJ s- Blaha, Eric Govt W, na r._ W 1kti 1S 36 T 30 N R 19 W Property Owner's Mailing Address Lot * BI u d. tine r CSM# 2205 Salvia Lane 3\ I na 2laaduig . (20 Acre Parcel) City State Zip Code Phone Number Cit~.r/illae t? ` Nearest Road Hudson WI 54016 715-386-3253 St.JosepT~i Cty. Rd. A ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Plain Flood plain elevation, if applicable +-92' General comments and recommendations: Soil is suitable for a mound system. System elevation to be based on contour line established at 98.29'. Slope is 1%. (Flood plain EL. still to be determined by DNR.) ❑ Boring # Boring ✓ Pit Ground Surface elev. 97.96 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *E 1 00-32-9 1Oyr3/1 none sl 2mgr mfr gw 2m .5 .9 2 32-40 1Oyr3/4 none sl 2msbk mfr 9w 2m .5 .9 3 40-52 1Oyr4/3 ml0 55ttr34 sl 2msbk mfr gw 1f .5 .9 4 52-70 1Oyr5/4 5y 26 ms Osg ml cw .7 1.2 5 70-90 1Oyr5/4 m1S 55,6/8 grcos Osg ml .7 1.6 ❑ Boring # Boring ✓ Pit Ground Surface elev. 97.96 ft. Depth to limiting factor 70 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 "Eff#2 1 0-37 1Oyr3/1 none sl 2mgr mfr gw 2m .5 .9 2 37-45 1Oyr3/4 none sl 2fsbk mfr gw 2m .5 .9 3 45-61 1Oyr4/3 none sl 2msbk mfr cw 1f .5 .9 4 61-70 1Oyr5/6 none ms Osg ml cw .7 1.2 5 70-96 1Oyr5/4 ~ 5 6/26 grcos Osg ml .7 1.6 6 96+ 10yr6/4 sandstone NA NA • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent 02 = BOD < 30 mg/L and TSS < 30 mg/L 5 CST Number CST Name (Please Print) Signa Uujr Address Tom Schmitt Date Evaluation Conducted Telephone Number 1/8/02 if -r~if-``r/ Property Owner Blaha, Eric Parcel ID # Page 2 of 3 ' ] Boring # Boring ✓ Pit Ground Surface elev. 98.07 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fr in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-26 10yr3/1 none sl 2mgr mvfr gw 2m .5 .9 2 26-34 10yr3/4 none sl 2msbk mfr gw 2m .5 .9 3 3451 10 r4/4 c2f 5yr5/6 Is 1 msbk mvfr Cw 1 f .7 1.2 y 10yr6/I 4 51-76 10yr5/4 m3p 5yr5/6 ms Os ml 7 1.2 7.5 r6/3 g III ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots 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. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots In. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 " Effluent #1 = BOD 5> 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 -A mots.r;ol on n1-- rnnt-++l,A Avnorhr.r+n+ at lnR_7!.!-1I G1 - T'TV AAQ-71.A-2777 3 7L E Alp a Z CTr r hyy //~e~lj ~cI •M J`r //-,"-y "/Y "ct y All to /f7~ lacaT•'c~,. ~ Lie ~er d.,,Piyr1 f s~a~ rn r+-ra~ cf Ae as - S l a~tar as /-/7 e s Lv e.r,e tz+r~ Ps 7,(a-6 /SAe~;/ t Ae 71,,;., e o el-Xe 7"B$ ~~a 1l ~4 it e ~ecJCr~i n~ tre be -e-fir ~fi~I~+Cw/s "S~,I eve l~-~s~ as " ~cn ducfer/ ,cam ~h, n y''~c .~e~ 5 t lq7' lvLi f C,5 -Ve -e- C-4,100,771 1 ~`O~ I o AREA ~*Icro l G/k) T G I" 1 [ 191e, h e, ~~QtiJ I Zt ~ f/ L ~lde- fG f i ; ✓C' 1'd ~yl r ,?a ~s' Ste. /v~zz Lam, e / 4f8 6 Ile U,~ , Pdaog3o 1098 SOIL EVALU~fi3KCR RQRT Page 1 of 3 Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 8 1iVis. Adm. Code Tom Schmitt A- County Attach complete site plan on paper not less than 8'/: x 11 inches in size P~ must f e St. Croix include, but not limited to: vertical and horizontal reference point (BM) direction and1 parcel l.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 36. 0.19.412A & 36.30.19.413A r Please print all information. Reviewed' Date Personal information you provide maybe used for secondary purposes (Privacy Law, s.15.04 (1) (m)6.1 Property Owner ?rppe Blaha, Eric OD)f t-o na NE'1, SW 1/4 S 36 T 30 NR 19 W Property Owner's Mailing Address d. Name or CSM# 2205 Salvia Lane 4 CSM n mg (20 Acre Parcel) City State Zip Code Phone Number City Village ✓ Town Nearest Road Hudson WI 54016 715-386-3253 St.Joseph Cty. Rd. A ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Plain Flood plain elevation, if applicable +-92.16 General comments and recommendations: Area is suitable for a mound. System elevation to be based on contourline established at 96.73'. Area is on a 1% slope. ❑ Boring # Boring ✓ Pit Ground Surface elev. 96.73 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots E 1 PD`Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-24 1Oyr3/1 none sl 2mgr mvfr gw 3m,1f .5 .9 2 24-34 1Oyr3/3 none $l 2msbk mfr gw 2m,lf .5 .9 3 34-54 1Oyr3/4 clf0y 6/536 sl 2msbk mvfr gw 2m,1f .5 .9 4 54-68 1Oyr4/4 c10~62g ms Osg ml gw if .7 1.2 5 68-81 1 Oyr5/6 m3p 5yr5/6 grcos Osg ml .7 1.6 ❑ Boring # Boring ✓ Pit Ground Surface elev. 96.73 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPDIft* ff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-16 1Oyr3/1 none I 2msbk mvfr gw 3m,1f .5 .8 2 16-22 1Oyr3/4 none I 2msbk mfr gw 2m,3f .5 .8 3 22-33 1 Oyr3/4 c 1f~436 sl 2msbk mvfr 9W 2m,3f .5 .9 4 33-72 01yr5/6 n'IW6 3/g grms Osg ml .7 1.2 ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L CST Name (Please Print) S- ature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valle View Trail, Somerset, WI 54025 1/8/02 715-549-6651 Property Owner Blaha, Eric Parcel ID # 36.30.19.412A & 36.30.19.413A Page 2 of 3 3 ] F Boring # Boring ✓ Pit Ground Surface elev. 96.16 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDME in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-28 10yr3/1 none I 2msbk mvfr gw 2m,1f .5 .8 2 28-34 10yr3/3 none sl 2msbk mvfr gw 3m,1f .5 .9 3 34-42 10yr3/4 cifp/i6 sl 2msbk mvfr gw 3m,1f 5 9 4 42-56 10yr5/4 m2p 3yr6/6 cos Osg ml gw .7 1.6 I r6/2 5 56-84 10yr5/6 5 r6/2 grcos Osg ml .7 1.6 ❑ 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 ❑ 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = SOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS a 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. 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