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HomeMy WebLinkAbout010-1047-30-025 (12)40 RFICEIVED * �AN, S C o n* I n SOUL EVALUATION REPORT #1828 Department Of Commerce f' mo in ord with Comm 85, Wis. Adm. Code Page _1 of Division of Safety 8nd Buildings # s k Steel's Soil Service, Inc. include, but not limit ical and horizontal refe nce Mj County Attach complete site Ian on paper not tes&3f+art 8"/: x r 1 hes in sill . n m St. Croix , dir -- _ percent slope, scale or dimensions, no cation and i to nearest road. Parcel l.D. pending Please print all information. Revi By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15,04 (1) (m)). Property Owner Property Location wv Amadan Construction Govt. Lot na :�E1- / , NE1/4, S20, T30N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 245 Foster St. 7 na Amadan Concept City State Zip Code Phone Number City Village Town Nearest Road River Falls I WI 54022 1 715-425-5338 Emerald 230Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na __— ft General comments At Grade of Mound Design, system elevation 99.80ft based on contour line elevation 98.80ft. and recommendations: F-11 Boring # Boring .J r Pit Ground surface elev. 98,80 ft Depth to limiting factor 36 /in. Soil Application Rate Horizon Depth in. Dominant Color Munselt Redox Description Texture Qu. Sz. Cont. Color Structure Consistence Gr. Sz. Sh. Boundary Roots GPDlft2 'Eff#1 'Eff#2 1 0-9 10yr3/2 none none none sil sid scl 9d/sl 2msbk 2msbk 2msbk om mfr m4 gw 2 .6 ivf .4 .8 .6 2 3 4 9-21 10yr4/4 mfr 21-36 36-72 7.5yr4/4 5yr4/4 mfr na a na na .4 .6 none na A .0 [Y] 4-- Boring # Boring /' Pit Ground surface elev. 98.80 ft. Depth to limiting factor 33 '� in. Soil Application Rate Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPDlit2 in. Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-10 i 10yr3/2 none sil 2msbk mfr Cs 2vf .6 .8 2 10-20 10yr4/4 none 5Id 2msbk mfr gw ivf .4 .6 3 20-33 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 33-51 7.5yr4/4 c2d 7.5yr5/6 cos I 059 mvfr Cs na .7 1.6 5 51-75 5yr4/4 none sci/sl om na na na .0 .0 . ear..__. ear _ err. - n^m - �A ....ten ..A rec - on ..,..n rrnlucri" R r - UvU5- Ju - ccu rrryrr- airu r.» >oU < 10ki rnyrL .;+ Lmrucrn r 4 - 0vv5 -.w niyJ� arru i u = v ,,,y— CST Name (Please Print) ignature: CST Number David J. Steel ; - )s 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 5BD-U30 fR 07AX0 . ear..__. ear _ err. - n^m - �A ....ten ..A rec - on ..,..n rrnlucri" R r - UvU5- Ju - ccu rrryrr- airu r.» >oU < 10ki rnyrL .;+ Lmrucrn r 4 - 0vv5 -.w niyJ� arru i u = v ,,,y— CST Name (Please Print) ignature: CST Number David J. Steel ; - )s 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 5BD-U30 fR 07AX0 Property Owner Amadan Construction Parcel ID # _pending _ Page 2 of 3 El Boring # Boring �/ pit Ground surface elev. 98.30 ft. Depth to limiting factor 39 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu_ Sz. Cont. Color Texture Structure Gr Sz. Sh. Consistence Boundary Roots GPD1ft2 "ER#1 'Eff#2 1 0-11 11-18 10yr3/2 10yr4/4 none SO 2msbk mfr cs 2vf .6 .8 1Vf .4 .6 na .4 .6 na .7 1.6 na .0 .0 2 none Sid Sd groos sd/sl 2msbk Zmsbk osg mfr mfr mvfr Cs gw gw 3�127.5yr4/4 26-39 7.5yr4/4 39-60 5yr4/4 Wane 4 none none 5 om na na F1 Boring # Baring Pit Ground surfaceelev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qv. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1ft2 7Eff#1 -Eff#2 Boring # Boring F-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots GPDMF `Efr#t •Eff#2 Effluent #1 = BOD5> 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'M 608-264-8777. SBD-83304R.07100) Steel's Soil Service, Inc. i STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Amadan Construction 994 200th St. CST-P©WTSM SE1/4,NE1/4,S20,T30N,R16W Baldwin, WI 54002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 7 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. �t c�I u Legend Ili =40' A = Benchmark Ele. 100M ft Top of 3/4" pvc pipe = Alt Benchmark Ele. 100M ft Top of314" pvc pipe Borings Boring Elevations BI = 98.80 ft B2 = 98.80 ft B3 = 98.30 ft B4 = 0.00 ft N