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Home My WebLink About034-1061-60-000 (3) t * c �`-ao�e"ti — 06 / Wisconsin De pa - �- ices Page 1 of 2 P �• v " ' i 9 Division ofIndustrysr.L U • ' ' SOIL EVALUA ON REPORT NOV 03 202Z1 actor•:nce with SPS 385,Wis. Adm. Code County ST Croix Attach complete site pl non paper not less than 8 1/2 x 11 inches in size.Plan must include, but not limited to:verti•:I and ho o0taluefeierdEpoin (B ),direction and percent slope. Parcel I.D.cAwI"0l- scale or dimensions,n• h egcwir1J1 lgoetbre,'.1::•1-.• to nearest road. 034-1061.60-000 Please print all Information. by D to Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). I II i l dI Property Owner Property Location: Harvey Mast Govt.Lot: NE V. NW Y. S 28 T 29 N R 15 W Property Address Lot* Block a Subd.Name or CSM1d11/� 2929 80TH AVE 1 Yl II City State Zip Code Phone Number ❑City ❑Village 0 Town Nearest Road Wilson I WI 154027 I I I Springfield 180TH AVE/292ND ST MI New Construction Use:El Residential/Numberofbedrooms 2-3 Code derived design flow rate 450 GPD 0 Replacement ❑Public or commercial-Describe Parent material Loamy drift over loamy till(Amery I) Floodplain elevation if applicable NA ft.7_0144.X General comments and recommendations: Recommend minimum 16-sand-ICR POWTS mound on 100.00 contour with 0.6gpd/52 loading rate. LF a 20-(Redoximorphic features) El Boring 1 Boring t ❑t Pit Ground surface elev.99.00 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FI2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Effst •Effe2 I 1 0-9 10YR 3/3 - I 2f-msbk mfr cs 2f-vf 0.6 0.8 2 9-13 10YR 5/3 - sil 2fabk mfr cs 21-vf 0.6 0.8 3 13-20 10YR 4/4 - sil 2mabk mfr gs 2f-vf 0.6 0.8 4 20-39 7.5YR 4/4 f2d 7.5YR 5/8&10YR 6/1 I 2mabk mfr gw 1f-vf 0.6 0.8 5 39-49 7.5YR 4/4 f2f 7.5YR 5/8 S 10YR 5/2 sl l cabk-0m mfi - - 0.2 0.6 El Boring 2 Bonng N Q Pit Ground surface elev. 100.45 ft. Depth to limiting factor 26 in. Soil Application Rale Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Effe1 -Eff#2 1 0-8 10YR 3/3 - _ sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 8-18 7.5YR 5/4 - I 2f-msbk mfr gs 1m-vf 0.6 0.8 3 18-26 7.5YR4/4 - I lmabk mfr gw 1vf 0.4 0.6 4 26-40 7.5YR 4/4 f2f 7.5YR 5/8&10YR 6/1 sl l csbk-0m mfr-mfi - - 0.2 0.6 •Effluent#1 =BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent*2=BOO >30 s 220 rng/L and TSS>30 s 150 mg/L CST Name(Please Print) Signaturefe _4"' CST Number Ryan Bethel �" 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S,Red Wing,MN 55066 10/19/22 (651)327-0074 SBD-8330(R04/15) 0 Boring 3 Boring* CI Pit Ground surface elev.99.00 ft. Depth to limiting factor 27 in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Ou.Az,Cont.Color Gr. Sz Sh. •Eff*1 •Eff*2 1 0-8 10YR 3/3 sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 8-14 7.5YR 5/4 - I 2mabk mfr cs 2m-vf 0.6 0.8 3 14-27 7.5YR 4/4 - sl lcsbk mfr gs 1f-vf 0.4 0.7 4 27-48 7.5YR 4/4 f2f 7.5YR 5/8 8 10YR 8/1 SI 1 csbk-Om mfi - - 0.2 0.6 ❑Bonng 4 Boring* 0 Pit Ground surface elev.95.20 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Ou Az.Cont. Color Gr.Sz Sh •Eff*1 •Eff*Z 1 0-10 10YR 3/3 f 1 f 5YR 4/6 I 2f-msbk mfr cs 2m-vf 0.6 0.8 2 10-21 7.5YR 5/4 c2d 7 5YR 5/8 8 10YR 5/1 I 2mabk mfr gs 1 m-vf 0.6 0.8 3 21-32 7.5YR 4/4 rn2d 7 5YR 4/6 8 7.5YR 5/1 sI lcabk-0m mfi - l of 0.2 0.6 (A+0•) ❑ Boring 5 Boring* 0 pit Ground surface elev.91.90 ft. Depth to limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Ou,Az.Cont.Color Gr. Sz,Sh. •Eft*1 'Eff*2 1 0-9 10YR 3/3 - sil lfbsk-lfpl mfr cs 2m-vf 0.4c 0.6 2 9-16 7.5YR 5/4 f2d 7.5YR 5/8 8 10YR 6/1 I l fpl mfr cs 1f-vf 0.4 0.6 3 16-26 7.5YR 4/6 c2d 7 5YR 5/8 8 10YR 5/1 sl 1 csbk mfi gw 1vf 0.4 0.7 4 26-41 7.5YR 4/4 c2d 7 5YR 4/6 8 7 5YR 5/2 sl-SGI 1 cabk-Om mvfi - - 0.0 0.0 (A+0 ) •Effluent*1 =BOO.>30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent*2=BOO, >30 5 220 mg/L and TSS>30 5 150 mg/L • g 1 I i P y 1 W g f e i F : f 8 5 i- n p �o Al F HUH f 8 °i J IEf2N c 1SONZ6Zo. o,9 u a Si .-a- b I- + + I UL__ N it..,( 1+�y+ I m N o ° 7 / I +r +I q ig oo� / I + + I li oqE ��° aX 0 I + + + +i If <i o > I + 41 o � CP. + + + i1 iE Zy I + + 1 z oc� R 0 •• + + + • , mr I + i p , 88 1 + + u d Vr II mo I +- + + I.- Z 5 z > 1-- m � 3 I + I LU Q + �\ op o �N g.r , + + Iii 091 I + + II N a a n g + +1 + +I 1E I . 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A......"-j- : ... ....1, co • . . -, , - -') .:----- -'-' 7--- ... • ...camp ..:. -._ - •Y § --...._..---, ...................C.,. ai...--. - . , -• 0 ...../ : , • r t . .. .„ • f ,- . . ... • CERTIFIED SURVEY MAP PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 29 NORTH, RANGE 15 WEST, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN. UNPLATTED_ Lot 1, CSM LANDS North 1/4 Corner vol.19, Pg.4936 80th Avenue Section 28-29-15 I I' I 2626.20' Survey Mark Nail N89'35'59"EJ L T - N89'35'59"E �,iN89'35 59 E 865.00 �� 1313.10' _ 1 838.29' 31.22 U, 448.10' �5 Northwest Corner I r centerline ;a S89'15'27"W A o Section 28-29-15 z I,,,,, o+ c.� of t0 Survey Mark Nail o-: 1-"' or") Shed ni rn L_ z 400.00' • N ice'of A --d well 1 O j°o S89'35'59"W • `�' 1� o centerline I fj IV rn UNPLATTED `I_, 27.01' 437.99' �'-°N LANDS UNPLATTED 1 N �I !: 465.00' m LANDS 1 1 ,I S89'35'59"W IS , 661 I 0 UNPLATTED 1 LANDS ICD r. LOT 1 areas 217,848 sq.ft. PREPARED FOR 5.001 acres Incl. r-o-w Noah Schwartz 2967 80th Avenue 181,060 sq.ft. Wilson, WI 54027 4.157 acres excl. r-o-w DRAFTED BY Eachparcel on this mapis subject to State and Countylaws, rules Joel A. andt JB Surveying LLC and regulations(i.e. wetlands, minimum lot size, access to parcels, Glenwood City, WI density limitations, etc.). Before purchasing or developing any parcel, contact the Community Development Department and