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Home My WebLink About032-1020-10-010 1236 ( Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt County Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north arrow,and location and distance to nearest mad. Parcel I.D. Please print all information. part 032-1020-10-060 (, 7.i4ic) Reviewed B Dat72-eryi- uky2/ ' f 1 Personal information you provide may be used for secondary ouro�es Privacy Law,S.15.04(1)(m)). \ Property Owner •, , 1 Rpiiiimm Property Location Agnes T • yrone Farrell Trust _....,-- i . 15,1dniiiiM Govt.Lot NE 1/4 NE 1/4 S 8 T 31 N R 19 W P •• Owners Mailing Addr (� , Lot# `-B,loc'k,# Subd.Name or CSM# '2 i'6 L L I 10491 Jamaca Ave.N. `u t 5 N,0'1%f'h Vince Johnson 20 Acres City State.-F.iF",R Rmber J City J Village !gi Town Nearest Road a 330441 AVe. Saint Paul MN 1r5iBll IOFTl•661-426-!424 Somerset I r•b1" O 40Th St. / 22' 2- el New Construction Use: IA Residential/Number of bedrooms 3 Code derived design flow rate 450 /GPD _f Replacement J Public or commercial-Describe: aI S n( ) V - NIC6-b5 057n1, 1 Parent material Outwash j �7 Flood plain elevation,if applicable na General comments ! /"j Th. C-S 6'T O' l- and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sqft rating. Possible system elevation for Area 1 is (high trench)94.2'(low trench)92.9'. Slope is 11%. Boring Boring# Pit g Ground Surface elev. 101.91 ft. Depth to limiting factor 94+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-12 10yr3/3 none Is 1 csbk mvfr as 2f .7 1.6 2 12-26 10yr4/4 none grls Osg ml gw If .7 1.6 3 26-94 10yr5/6 none s Osg ml — — .7 1.6 2 Boring# .-..j Boring 1/f Pit Ground Surface elev. 101.76 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 t R *-Eff#1 *Eff#2 1 0-18 10yr3/3 none Is 1 csbk mvfr as 2f .7 1.6 2 18-42 10yr4/4 none sl Osg ml gw If .7 1.6 3 42-72 10yr4/6 ii2d 7'5yr6/8 7.5 /2 Is 1 msbk mvfr cs — .4 .7 4 72-90 10yr5/4 none Is 1 csbk mvfr --- — .7 1.6 *Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,WI 54017 4/23/04 715-247-2941 I Property Owner Agnes T. Farrell&Tyrone Farrell Parcel ID# part of: 032-1020-10-000 Page 2 of 3 3 Boring# Boring ! Pit Ground Surface elev. 96.46 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-15 10yr3/4 none sl 2msbk mvfr cs 2f .6 1.0 . 2 15-23 10yr4/3 none Is lmsbk mvfr gw if .7 1.6 3 23-38 10yr4/4 none Is 1 msbk mvfr cw 1f .7 1.6 4 38-52 7.5yr4/4 none grsl 1 msbk mfi cw - .4 .6 5 52-96 10yr5/6 none Is 1 csbk mvfr - - .7 1.6 4 Boring# J Ong g Pit Ground Surface elev. 98.91 ft. Depth to limiting factor 95+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-12 10yr3/3 none Is 1 csbk mvfr as 2f .7 1.6 2 12-28 10yr4/3 none Is lcsbk mvfr gw if .7 1.6 3 26-44 10yr4/6 none Is Osg ml gw - .7 1.6 4 44-60 10yr5/4 none s Osg ml gw - .7 1.6 5 60-95 1Oyr5/6 none grs Osg ml - - .7 1.6 5 Boring# J Boring e Pit Ground Surface elev. 98.91 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-8 10yr3/3 none Is lcsbk mvfr as if .7 1.6 2 8-27 10yr4/3 none Is lcsbk mvfr gw if .7 1.6 3 27-45 10yr4/4 none sI 2msbk mfr cw if .6 1.0 4 45-54 7.5yr4/6 none Is 1 csbk mvfr cw - .7 1.6 5 54-67 10yr5/4 none gris Osg ml gw - .7 1.6 6 67-96 1Oyr5/6 none s Osg ml - - .7 1.6 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<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. Property Owner Agnes T. Farrell&Tyrone Farrell Parcel ID# Part of: 032-1020-10-000 Page 3 of 3 6 Boring# Boring !l Pit Ground Surface elev. 96.46 ft. Depth to limiting factor 94+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10yr3/3 none Is lcsbk mvfr as If .7 1.6 2 10-28 10yr4/4 none s Osg ml gw if .7 1.6 3 28-94 10yr5/6 none s Osg ml — — .7 1.6 Boring# J BOnng 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/ft2 *Eff#1 *Eff#2 Boring# j Boring J 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/ft2 *Eff#1 *Eff#2 *Effluent#1=BOD?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. II • Page• of V ' Conducted by: Conducted for: Schmitt Soil & Site Evaluations Name:Agnes Farrell&Tyrone Farrell Trust Thomas J. Schmitt, CST 227429 Address: 10491 Jamaca Ave.N. 1595 72nd St. City, State,Zip: Mahtomedi,MN. 55115 New Richmond, WI 54017 Phony 715.247.2941 Subd. Name: Vince Johnson 20 Acres ____o__ : ,4 Lot No. S NE 1/4,NE 1/4, S 8, T 31 N, R 19 W Township of Somerset A BM El. 100.00' Top of 2"pvc pipe A Alternate BM El. 100.26' Top of 2"pvc pipe Slope= if % Scale: 1"=40' .23C t'ti A/A `4'e t, Qm Pt 9� /Li ' ICI /�° � �o�4 I 27 �l /si I P I 32' i 0.r- k es- / ,4 /70 - l\ < I j L I 3o' 5!6p I G., d/ /96' 1I i fly /73 11._____I (// ` ® ' 1 k / n# /off' 9y QG a/17 This soil report was done to fulfill a Zoning requirement.It may or may not be in a location that is suitable for your use.No permanent lot markers were in place when the test was conducted. 1 RECEIVED I111111IIIII'"'"IIII1IIIIIII)III 11111111111111 858407 SEP 5 2007 KATHLEEN H. WALSH REGISTER OF DEEDS • ST. CROIX CO., WI ST.CROIX COUNTY RECEIVED FOR RECORD SURVEYOR'S RECORD 08/22/2007 09:OOAM CERTIFIED SURVEY MAP _ CERTIFIED SURVEY MAP VUL•REC2FEE:PAG3.00S438 3 LOCATED IN THE NE Y OF THE NEY4 OF SECTION 8,T31N,R19W,TOWN COPY FEE: 3.00 OF SOMERSET,ST.CROIX COUNTY,WISCONSIN. PAGES. 2 •---- . OWNER/SUBONIDER i ,�S` S' "N.` NOTE LOT 5 HAS A C-BA.OF 9.04 ACRES AND VINO 40TH STREET ••' ti % LOT 6 HAS A C-B.A.OF 8.48 ACRES. BOTH LOTS 2286 1 f •S.+7�_L: *1, ARE SUBJECT TO,THOSE SETBACKS AS SOMERSET,WI.54025 r * t GM RG N 1 REQUIRED BY THE TOWN OF SOMERSET- NEW RICHMOND t i 4 % WI • 1N`'1,y`''`-«.»...�yc Q .,. SURV LOT 2OFC.S.14. LOT 3 OF C.S.1 4. Q9OL.11,FO.X415. LOT 1OF_C.S.It9. X706.11,P43.3243. VOL.11 o f 32414. LOT 2 OF C.S.kL I NORTH LINE OF TFE NE1/4 I I V-0 L.13.PO.3627. _ (R S89•38'S0W 652.68') _ S89•20'02% 862.48' 1957.43 _230TH AVENUE • ��},_ S89.41'46'E 619.59' I \NE CORNER,SECTION 8 Az n (ESTABLISHED FROM ( .�'� 50'SETBACK LINE FROM RIGHT-OF-WAY I TIES OF RECORD) I M- I I3 331 ii al w I £q sox Ica I I 1 Iii M o I LOT 5 L 437.649 SQUARE FEET ■ 8 O S I (1NG5 ACRES) ^�C a,. Si 1 p �' INCLUDING RIGHT-OF-WAY ('j)' 1� c'3 � 393,899 SQUARE FEET 1 1I I .o (9.04 ACRES) ,��`_�p..�. � 5 EXCLUDING RIGHT-OF-NAY - I W ales-1 tF� SOIL �Ifa t7i LOCH O J � ��I �1 0 F1 1�es / g JI I gi o .ar 520.98' .4 —► s89°1958-E x o I— LEGEND Q - -INDICATES SECnCN CGYRNER s � E) c LOT 6 DRIVEW Y i 0 -INDIDICAATES 125'DIAMETER IRON 438,039 SQUARE FEET / • • -INDICATES�1'DIAMETER IRON (10.06 ACRES) - / W• '.r3` INCLUDING RIGHT-OF-WAY ti / v") o ® PIPE D. �� 415,998 SQUARE FEET EXISTING .' WI I 0 -INDICATES 1'X 18'IRON PIPE 9.55 ACRES - 1 WEIGHING 1.13 LBS.I UNEAR DWELLING �� EXCLUDINGRK2{T-0F-W � � I 5141 FOOT SET. 11.1 /T 1�I�1 (R) -INDICATES PREVIOUSLY E�'p'( I' 'b • < 1 1t gI RECORDED INFORMATION u(.J' p EPTIC• 3 ,, w . -INDICATES AREASOF20%AND o /1., VENTS i �6 A GREATER SLOPES v I o !/ S S 16 !x237 -INDICATES DISTANCE BEIW®'1 116-1 .: EXISTING OR PROPOSED DRIVEWAYS .s- p I i W I D..- -INDICATES PROPOSED I DRIVEWAY LOCATION -� ' - - Y -----INDICATES 50'SETBACK FROM J RIGHT-OF-WAY AR ` -INDICATES AREAS BEIINEF74 I I '"I 12%AN020%SLOPES SOUTH LI a: NEB, y 900' 1 N89•3 3441/V 655 5C PREPARED BY: GRANBERG SURVEYMKGL WC. _LOT 3_OF_C.S.14. " 1235 C.T.H.'E• am • �o—2G�P® s I I NEW RICHMOND,WI.54017 0' 200' 400' 600' PHONE(715)241-7529 , �� JOB NO.07-019 SCALE IN FEET 1'=290' t CORNER,SECTION 8 �~ THIS INSTRUMENT DRAFTED BY: JOSEPH W.GRANBERG S-2295 - (ALUMINUM CAP FOUND) SHEET 1 OF 2 1 of 2 Vol. 22 Page 5438 VV/ 4- Ig-tinS-6 ._ 22- ,f6, `1 ` s 1235 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt County 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 point(BM),direction and percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D. of:032-1020-10-000 Please print all information. Personal information you 'e may�g t #r}oses(Pr�acy Law,s.15.04(1)(m)). e I Date Personal Property Owner Property Location Agnes T. Farrell&Tyrone arrell tt Govt.Lot NE 1/4 NE 1/4 S 8 T 31 N R 19 W Property Owner's Mailing Add 2 JFt1/Y�LW0 f Lot# lock# Subd.Name or CSM# CSI a 2/9Z.�3/ 10491 Jamaca Ave. N. , � < Vince Johnson 2 Acres 1 City Stale � Num J City J Village el Town Nearest Road 013044//4 Saint Paul I 1 5511-5 I 1-o-51-426-9424 Somerset I 40Th St. 16 New Construction Use a Residential/Number of bedrooms 3 Code derived design flow rate 450 GP 1 J Replacement J Public or commercial-Describe: f<cn N7, f a Parent material Outwash f/1^ �L Flood plain elevation,if applicable na el General comments A n "r and recommendations: Area rs suaaoie ror a corrve..L.,,,.-._ ,a 0.7 gpd/sgft rating. Possible system for Area 1 is(high trench)91.3'(low trench)90.3'. Slope is 11%. 1 Boring# J Boring 1/' Pit Ground Surface elev. 95.88 ft. Depth to limiting factor 94+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-8 10yr3/3 none sl 2msbk mvfr as 2f, lm .6 1.0 2 8-18 10yr4/4 none grsl 2msbk mvfr gw 2f .6 1.0 3 18-44 7.5yr4/6 none grls 1 csbk mvfr gw — .7 1.6 4 44-94 10yr5/4 none grs Osg ml — — .7 1.6 2 Boring# Boring ief Pit Ground Surface elev. 95.88 ft. Depth to limiting factor 93+ in. Soil Application Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-12 10yr3/3 none sl 2msbk mvfr as 3f .6 1.0 2 12-32 10yr4/3 none Is 1 msbk mvfr gw 2f .7 1.6 3 321 49yr4/4 none sl 2msbk m fr cw --- .6 1.0 4 44-93 10yr5/4 none s Osg ml — ----- .7 1.6 From 44"-93"there are 2"bands Of Is 7.5yr4/61 msbk *Effluent#1 =BOD?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) Signature: CST Number Thomas J.Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,WI 54017 4/23/04 715-247-2941 P. , ` Property Owner Agnes T. Farrell&Tyrone Farrell parcel ID# part of: 032-1020-10-000 Page 2 of 3 3 goring# Boring Pit Ground Surface elev. 92.68 ft. Depth to limiting factor 59 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-12 10yr3/3 none sl 2msbk mvfr as 3f .6 1.0 2 12-18 10yr4/3 none sI 2msbk mvfr gw 2f .6 1.0 3 18-34 10yr4/4 none Is Osg ml gw — .7 1.6 4 34-59 10yr4/6 none Is Osg ml cw — .7 1.6 c2d 7.5yr6/8 5 59-64 10yr5/4 7.5yr6I2 grsl 1 msbk mfr cs — .4 .7 6 64-92 10yr5/6 none s Osg ml — — .7 1.6 4 Boring# Boring > Pit Ground Surface elev. 94.08 ft. Depth to limiting factor 93+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-17 10yr3/3 none sI 2msbk mvfr as 2f .6 1.0 2 17-35 10yr4/4 none sI 2csbk mvfr gw If .6 1.0 3 35-93 10yr5/4 none grs Osg ml — — .7 1.6 Boring# J Boring I 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/ft2 *Eff#1 *Eff#2 *Effluent#1=BOD?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. ' /1W- 4 /, 3 5- Page 3 of 3 f Conducted by: Conducted for: Schmitt Soil & Site Evaluations Name: Agnes Farrell&Tyrone Farrell Trust Thomas J. Schmitt, CST 227429 Address: 10491 Jamaca Ave. N. 1595 72nd St. City, State,Zip: Mahtomedi, MN. 55115 New Richmond, WI 54017 Phone- 715.247.2941 i Subd.Name: Vince Johnson 20 Acres - I _ _ Lot No. 6 NE 1/4,NE 1/4, S 8, T31N,R19W Township of Somerset A BM El. 100.00' Top of 2"pvc pipe A Alternate BM El. 97.35' Top of 2"pvc pipe Slope= /f % Scale: 1"=40' .J /8V ¶0 / /� ac erki ll%5'°' / /So' S4-. 03 % fit" / .?7 / ir 80/ A erg 9 _ /9 io' q° / / �7 1 / q; ? 3' i/ 0?27 F fig v Vso2' This soil report was done to fulfill a Zoning requirement.It may or may not be in a location that is suitable for your use.No permanent lot markers were in place when the test was conducted. Parcel #: 032-1020-10-010 03/26/2008 01:16 PM PAGE 1 OF 1 Alt. Parcel#: 08.31.19.96A-10 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 08/22/2007 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O-WEBSTER,WALTER D&MARLYS J WALTER D&MARLYS J WEBSTER 2556 FLANDREAU ST MAPLEWOOD MN 55109 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description "2292 40TH ST SC 4165 OSCEOLA SP 1700 WITC Legal Description: Acres: 10.050 Plat: 5438-CSM 22-5438 032-07 SEC 8 T31N R19W PT NE NE CSM 22-5438 LOT Block/Condo Bldg: LOT 05 5 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 08-31N-19W NE NE Notes: Parcel History: Date Doc# Vol/Page Type 12/31/2007 866406 WD 08/22/2007 858407 22/5438 CSM 07/23/1997 939/217 07/23/1997 820/63 more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: o Valuations: Last Changed: 09/04/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 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