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HomeMy WebLinkAbout032-1011-30-000 • 1 Parcel #: 032-1011-30-000 05/04/2007 03A7 PM PAGE 1 OF 1 Alt. Parcel#: 5.31.19.65C 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O- DEEG, DAVID A DAVID A DEEG 381 POLK/ST CROIX RD OSCEOLA WI 54020 Districts: SC= School SP= Special Property Address(es): *=Primary Type Dist# Description SC 4165 OSCEOLA SP 1700 WITC Legal Description: Acres: 21.000 Plat: N/A-NOT AVAILABLE SEC 5 T31N R19W 21 A THAT PT OF NE1/4 Block/Condo Bldg: NE1/4 LYING EAST OF LOT 1 CSM VOL 2/336 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 05-31N-19W Notes: Parcel History: Date Doc# Vol/Page Type 11/05/2001 661115 1754/615 WD 07/23/1997 676/501 2007 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 08/09/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 20.000 2,700 0 2,700 NO UNDEVELOPED G5 1.000 100 0 100 NO Totals for 2007: General Property 21.000 2,800 0 2,800 Woodland 0.000 0 0 Totals for 2006: General Property 21.000 2,800 0 2,800 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 SOIL EVALUATION REPORT Page 1 _of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must St_ include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. O3 �,7 3O- 000 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. ev' wed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ra.. 112tbY Property Owner a I Property Location Spi ia4 roo Co ation — Govt.Lot NE 1/4 NE 1/4 S 5 31 r N R 19 g(or)1W Property Owner's Mailing Address Lot# Block# Subd. Name r CSM. 'A r� LOT of 4` 330 10640 Lyndale Ave. S. suite #6 1 na csm kon-C ' , ` ' ce, City State Zip Code Phone Number ❑City ❑Village aTown Nearest Road Bloomington MN. 551420 1 ( 952)-881-1800 Somerset I Polk-St Croix Rd. mf a New Construction Use:[2 Residential/Number of bedrooms 4 Code derived design flow rate ❑Replacement • ❑ Public or commer.;- •_- '•-. . _ Parent material • - ...AI ' Flood Plain elevation if a.. „ ft. •„uaL4t--..�at�rt?c -- t not- 6 u J,.1,„,r !1`. - : , General recommendations: ,,,�,__ 1 Q M and recommendations: t"'°"""Fx �- r ' ?C° I mound @ el. 99.75' , based on contour line of el. 98.75' ��,'v� ©i,i0r' s Boring Z 1 Boring# Pit Ground surface elev. 99.35 ft. Depth to limiting factor 35 /in. / ;i ... l tion,t ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots' - in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-9 10yr3/3 none sil 2msbk mfr gw if .5 .8 2 9-25 10yr4/4 none sicl 2msbk mfr qw if .4 .6 3 25-35 5yr4/4 none scl 2msbk mfr gw na .4 .6 4 35-70 5yr4/4 c2d 7.5ry5/6 scl 1csbk mfi na na .2 .3 2 Boring# g_.Boring Pit Ground surface elev. 99.35 ft. Depth to limiting factor 4 _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 0-11 10yr3/3 none sil 2msbk mfr , gw if S .8 2 11-25 10yr4/4 _ none sicl 2msbk mfr gw if i 4 h 3 25-46 5yr4/4 none scl 2msbk mfr gw na 4 46-65 5yr4/4 none scl lfpl mfr , na na ��� ' \_______ —4 'Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L ' ent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature ) •CST Number Gary L. Steel _ AO ,t mot " 02298 Address Date E aluation ..nducted Telephone Number 1554 200th. Ave. , New Richmond, WI. 54017 5-8-2001 715-246-6200 L Property Owner Springbrook Corp. Parcel ID# pendlgn Page ___2___of____3_, Boring# Boring . Pit Ground surface elev. 97.95 ft. Depth to limiting factor 41 ; ..---- 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 1 0-12 10yr3/3 none sil 2msbk mfr gw if .5 _8 2 12-32 10yr4/4 none sicl 2msbk mfr goz 1f 4 _6 in, 32-41 5yr4/4 none scl 2msbk mfr gw na _4 -X� 4 41-60 5yr4/4 c2d 75.yr5/6 scl M na na na .0 _0 f • Boring# El ❑ 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. 1 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 =BODS>30<220 mg/L and TSS>30<150 mg/L '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(R.61)0) 1 . • STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Sprincbrood Corporation New Richmond, WI 54017 MPRSW-3254 4 4 s5-T31N-R19W (715) 246-6200 town of Somerset lot #1-csm 1 .N 1"=40' BM.= -. of 1" pvc pipe @ el. 100.00' . BM. fo \ "pvc pipe @ el. 100.30' �c_a_ 48(. ..vevivreci. 2 Bo _111 1 aril tsg‘ n0 - ��r, 3°10 - el' 1 , g6 0. -/.I,ici 00 A ���e / qy 9V- 31; t Ar 130 f 't5 i d-,WN5 dmod / 1° /- ...47l .1, . itratee Gary L. Steel 5-8-2001 r / -- - - Wsconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County St. Cr'OiX 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 I.D. pending slope,scale or dimensions,north arrow,and location and distance to nearest road. pen g Please print all information. Revi ed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). WA", F.6.4, ,g) ((t[f, - iProp e rt Property Property Y Locaton Springbrook Corporation Govt.Lot NE 1/4 NE 1/4 S 5 T 31 N R 19 2(or)W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# 10640 Lyndale Ave. S. suite #6 2 na csm • City State Zip Code Phone Number ❑City ❑Village nTown Nearest Road Bloomington,1MN. I MN. 5420 ( 952) 881-1800 Somerset 1 Polk-St. Croix Rd. [Jew Construction Use:[ Residential/Number of bedrooms 4 Code derived design flow rate FAA GPD ❑Replacement ❑ Public or commercial-Des.i• Parent material ... Flood Plain elevation if ap lica. - V ft.-General comments U_ _c , 6 ' `F,, , r"°""^ � d r and recommendations. 4 mound @ el. 104.00' •.sed on contour line of el. 103.00' � ev' ->' . — nng j.T .®-Bo Boring# ` 1 g pit Ground surface elev. 1 03.00 ft. Depth to limiting factor +a2 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 0-9 10yr3/3 none sil 2msbk mfr g_w if .5 _8 2 9-39 5yr4/4 none sicl 2msbk , mfr qw na .4 .6 3 39-84 5yr4/6 none s /ms 2msbk mvfr e- _ -J-/;? 2 Borin g# .Pit Ground surface elev. 1 02.00 ft. Depth to limiting factor 4� 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 0-10 10yr3/3 none sil 2msbk mfr gw if _C R 2 10-27 10yr4/4 none sicl 2msbk mfr qW na .4 _6 3 27 5yr4/4 none scl 2msbk mfr qw na .4 .6 4 9 _70 5yr4/4 none scl M na na na .0 _0 'Effluent#1 =BCD,>30<220 mg/L and TSS>30<150 mg/L ' nt#2=BOD5 30 mg/L and TSS<30 mg/L CST Name (Please Print) Signature /� I 1 CST Number Gary L. Steel dS` iii I 02298 Address to eI ation Con•ucted Telephone Number 1554 200th. Ave. , New Richmond, WI. 54017 5-16-2001 715-246-6200 ,. 1 Property Owner Springbrook Corp. Parcel ID# pending Page 2 of 3 Boring # " -Boring 3 pit Ground surface elev.1 01 •50 ft Depth to limiting factor :41 ___1 in. 1 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 0-9 10yr3/3 none sil , 2msbk mfr gw if .5 .8 2 9-21 10yr4/4 none sicl 2msbk Mfr gw if .4 .6 _ 3 21-40 5yr4/6 none sl 2msbk , mazfr qW na .5 .9 4 40-65 5yr4/4 none scl M na na na .0 .0 I 1 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 I Boring# 111 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 •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.6/00) i iv STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Sprin brook Corporation CSTM2298 NE'-ENE* S5- T31N-R19w New Richmond, WI 54017 MPRSW-3254 (715)of Somerset (715) 246-6200 lot #2-csm This soil evaluation was conducted to satisfy a zoning requirement, it may or may . not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. /4 , 1".401 CM = top of 1" pm pipe @ el. 100 Alt. BM. top of 1" pvc pipe @ el. 102.35' Pd k,„r ^ 61,ro l Y Ca i1tt` l $ 14040 ' 0'1 de'4`t(16 IDS 3" PfOf ri0 yr t� 3 6 Gary L. Steel 5-16-2001 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _of 3 • Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County St. Croix 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 I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. pending Please print all information. ev' wed by D takir,� Date ry( Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). -/C,�1' + - Fa.I V M!' 1/ Property Owner Property Location Springbrook Corporation Govt.Lot NE 1/4 NE 1/4 S 5 T 31 N R 19 3g(or)W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 10640 Lyndale Ave. S. suite #6 3 na csm City State Zip Code Phone Number ❑City ❑Village [Town Nearest'Road, Bloomin• on MN. 55420 ( 952) 881-1811 Somerset Polk-St. Croix Rd. New Construction Use:❑cResidential/Number of bedrooms 4 Code derived design flow rate / ^ GPD ❑Replacement . ❑ Public or comme : •escri• Parent material gl aui al rri n Floc). gain elevat'on if •• • .ble t i . IN, 1�> ft. General comments o.4 • '0 /- Z . ' ° ' Jl.4-(P • M % and recommendations: '� f s:*tee•. - <A .,Gc trenches @ el. 96.25', spaced to code 3.50' below grade Ce v ,, o`` for system longivity recommend a mound @ el. 100.00' , based on lir `'o 95:0 ' 1 Boring# Ground surface elev. 99.90 ft. Depth to limiting factor +84 in. �` Pit ( 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 0-8 10yr3/3 none sil 2msbk mfr 9w if .5 .8 2 8-24 10yr4/4 none sicl 2msbk mfr gw if _4 _6 3 24-84 5yr4/4 none sl lcsbk mfr na na .4 .6 r r . 40771-cce 2 Borin g# -1Elrilirtg Pit Ground surface elev. 100.40 ft. Depth to limiting factor +86 h 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 0-9 10yr3/3 none sil 2msbk mfr gw if .5 .8 2 9-18 10yr4/4 none scil 2msbk mfr gw if .4 .6 , 3 18-55 5yr4/4 none sl 2msbk mfr qw na .5 .9 4 55-86 5yr4/4 none sl/scl 2csbk mfr , na na .4 _6 • T28 C`S-•� "Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L f.fflu= t#2=BO _ 30 mg/L and TSS<30 mg/L CST Number CST Name(Please Print) Signature ��tdj�T��® • 02298 Gar L. Steel �_� ;. Address Date Evaluation Conducted Telephone Number 1554 200th. Ave. , New Richmond, WI. 54017 5-8-2001 715-246-6200 Property Owner Springbrook Corp, Parcel ID# Pending Page 2 of 3 s+; :. .ng 3 Boring# 97.40 Tic -it Ground surface elev. ft. Depth to limiting factor +84 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 0-8 1Oyr3/3 none sil 2msbk mfr gw if .5 .8 2 8-33 1Oyr4/4 none sicl 2msbk mfr gw if .4 .6 3 33-84 5yr4/4 10 .ma-4--- sl , lcxsbkc mfr na na .4 .6 o /3.90 B # ® Boring 4 Boring ❑ Pit Ground surface elev. 97'80 ft. Depth to limiting factor +84 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 0-7 1Oyr3/3 none sil 2msbk mfr gw if .5 .8 2 7-21 1Oyr4/4 none sicl 2msbk mfr qw if .4 .6 3 21-48 5yr4/4 noen sl lcsbk mfr gw na .4 .6 4 48-84 - 5yr4/4 noen / scl 2csbk mfi na na .4 .6 cZt . 90 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 Effluent#1 =BOO,>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(86/00) • STEEL'S SOIL SERVICE Gary L. Steel Springbrook Corporation 1554 200th Ave. CSTM2298 NE4NE4 S5-T31N-R19W New Richmond, WI 54017 MPRSW-3254 town of Somerset (715) 246-6200 lot #3-csm This soil evaluation was conducted to satisfy a zoning requirement, it may or may . not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1"=40' BM.= to of 1" pvc pipe @ el. 100 00' Alt. BM.= top of 1" pvc pipe @ el. 100.55' `ZRo t Pew_ S#,OpoiX 12 V kiciP G '15 A.6 .110 )0(pf 1 0 Gary L. Steel 5-8-2001 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County St. Croix 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 I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. pending Please print all information. Re iewed by V-Date Q� Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). p r},H/� ?\ l,p,, I U� 1 Property Owner Property Location �'` 1l `�� Springbrook Corporation Govt.Lot NE 1/4NE 1/4 S 5 T 31 N R 19 2(or)W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 10640 Lyndale Ave. S. suite #6 4 na cam City State Zip Code Phone Number ❑City ❑Village E7 Town Nearest Road Bloomington, 1 MN. 155420 1 ( 952) 881-1800 Somerset I Po1,k-St. Croix Rd. ® New Construction Use:Q Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: eA Parent material gl i a 1 drif n _ Flood Plain eleva ion if ap licable rta - ft. General comments ..���T�a* ?a f f C ', p , and recommendations: lit/ '�" �. tv ... mound @ el. 105.30', based on contour 1 ine of el. 104.30' `.--\ 9`'`' .�(, �o� rt Boring# n9 <1'�, ` 1 g pit Ground surface elev. 104.60 ft. Depth to limiting factor 33 In. ,1--,-.7- ' ' ty/ ' 1 A lion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary GPD/ffz in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-13 10yr3/3 none G;1 2msbk mfr gw 1f _9 _8 2 13-33 10yr4/4 none sil 2msbk mfr gw If .5 .8 3 33-57 75.yr4/4 c2d 75,ry5/6 sl l'-sbk mfr na na -4 .6 ✓ - Boring# ;ori ng 2 •. t Ground surface elev. 1 04.90 ft. Depth to limiting factor 3__ n. 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 1 0-9 10yr3/3 none sil 2msbk mfr gw 1.f .5 .8 2 9-19 10yr4/4 none scil 2msbk mfr gw if .4 .6 3 19-39 7.5yr4/4 none sl 2msbk mfr 9w na _ .5 .9 4 359 5yr4j4 wet scl 2csbk mfi na na .4 _6 I' • 'Effluent#1 =BOOS>30<220 mg/L and TSS>30<150 mg/L uent#2=BOI 5 30 mg/L and TSS ,30 mg/L CST Name(Please Print) Signature 0 .CST Number Gary L. Steel � J o 411/Igi 02298 _ Address Date E4aluatio Condu ed Telephone Number 1554 200th. Ave. , New Richmond, WI. 54017 5-8-2001 715-246-6200 L A. Property Owner Springbrook Corporation Parcel ID# pendign Page 2 of 3 B �onng 3 Boring# pit Ground surface elev. 03.34 ft. Depth to limiting factor 40 �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 'Eff#2 1 0-12 10yr3/3 none sil 2msbk mfr qw if .5 .8 2 12-21 10yr4/4 none sil 2msbk mfr gla na 5 R 3 21-40 5yr4/4 none scl 2msbk mfr qw na .4 .6 4 40-60 60 5yr4/4 wet scl lcsbk mfi na na .2 .3 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# 11 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 *Eff#2 'Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BCD,<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.6/00) • STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Springbrook Corporation New Richmond, WI 54017 4 4 S5-T31 N-R19W MPRSW-3254 town of Somerset (715) 246-6200 lot #4-csm This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. �1V ,1"=401 ,BM.= top of 1" pvc pipe 2 el. 100.00' /Alt. BM.= top of 1" pvc pipe @ el 101 .60' t,o Liofr9te )°,! WI o di ( rjo 81< lV-f ( c �, Af Gary L. Steel 5-8-2001 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1_of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County St. Croix 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 I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. pending Please print all information. Re sewed by Date � �2004-F Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ., , 1 Property Owner Property Location SprinpgbrookCorporation Govt.Lot NE 1/4 NE 1/4 S 5 T 31 N R 19 IX(or)W P U rer .MM Wr4s.s S. suite #6 Lot# Block# Subd.Name or CSM# 5 na csm City State Zip Code Phone Number ❑City ❑Village E1 Town Nearest Road Bloomington, INN. 55420 x (952-)881-1800 Somerset jok-St. Croix Rd. L;New Construction Use a Residential/Number of bedrooms 4 Code derived design flow rate 60 , 1, , : GPD ❑Replacement ❑ Public or commercial-Describe: Flood Plain elevation if applicable " " i ft, Parent material glacial drift Flo PP ,� General comments ( rr,;S`+l and recommendations: '''" mound @ el. 101 .00' , _based on contour line of el. 100.00' t V. u� i ?I 1 1 Boring# ng 1 t " pit Ground surface elev. ft. Depth to limiting factor 28_ in ( Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Ftaotg_ _ GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 47Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2msbk mfr gw if .5 .8 2 10-28 7.5yr4/4 noen sl 2msbk mfr gw na .5 .9 3 28-60 10yr4/4 c2p 7.5yr5/8 sicl 2csbk _ mfr na na .4 .6 2 Boring# "9 `L _ Ground surface elev._100.00 ft. Depth to limiting factor +70 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 0-11 10yr3/3 none sil 2msbk mfr gw if .5 .8 , 2 11-37 75.yr4/4 none sl 2msbk mfr qw na .5 _9 3 37-70 5yr4/4 none scl 2csbk mfi na na .4 .6 • • *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L * •ffluent •2=BOD ,,30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature / CST Number Gary L. Steel ��_ ,. ���L101, 02298 . Address •ate val'ation = ducted Telephone Number 1554 200th. Ave. , New Richmond, WI. 54017 5-8-2001 715-246-6200 1 II _ - - k l III Property owner Springbrook Corp. Parcel ID# pending Page 2 of 3 3 Boring# XI Pit Ground surface elev. 98'70 ft. Depth to limiting factor 2—tea 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 0-9 10yr3/3 none sil 2msbk . mfr gw if .5 .8 2 9-26 10yr4/4 none scil 2msbk mfr , 1f � _ .4 .6 3 26-50 7.5ry4/ c2d 7.5yr5/6 scl 2msbk mfr na na .4 .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# El 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 •Effluent#1 =BOO,>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOO,<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-6/00) 1 STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Sprincbrook Corporation New Richmond, WI 54017 MPRSW-3254 town SSomers-r19W (715) 246-6200 town of Somerset lot #5-csm This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. -1".40' B B Mt= toMp=o f to 1p c" vc@ pee 1@ 1e0 '8. id/ 16 60' l ,t),-,r'i 1Q 1 u /4 ;iii k IN b° v IST / / 1 / k ill ,,, Q1 2) r lb , ,'6 r,:to 4 II Lc,- Pa„,,,i / miver.P.N Gary L. Steel 5-8-2001