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Home My WebLink About006-1054-10-000 PA VVIsconsin SOIL EVALUATION REPORT #1607 Page 1 of 5 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Division of Safety and Buildings Schmitt Soil Testing, Inc. 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 parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 105410-000 Please print all information. R iewed Da Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner RECEIVED Properly Location Meyer, Ben/Schachtner, Richar Govt. Lot NW1/4, SW1/4, S24, T31N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2511 200th Ave. DEC 3 1 2008 na 20.31 Acre Parcel City St at Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road Deer Park 111 540 T.O RN IX COUNTY Cylon 250Th St. ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Pitted glacial drift Flood plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 110.80' based off contour line established at 110.05'. Depth to limiting factor is 27". Slope of area is 7%. ❑ Boring # ❑ Boring Pit Ground surface elev. 110.16 ft. Depth to limiting factor 38 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 0-10 10yr3/3 none sil 2fsbk mvfr as 2m,2f .6 .8 2 10-18 10yr4/4 none sic! 2msbk mfr gw 2f .4 .6 3 18-38 7.5yr4/4 none grsl lmsbk mfr gw if .4 .7 4 38-45 7.5yr5/6 c2d 7.5yr6/6 grsI Om mfi gw 2 6 7.5yr5/2 5 45-60 5yr4/4 c2d 7.5yr5/6 sl Om mfi .2 .6 7.5yr5/2 Boring # Boring ❑ Pit Ground surface elev. 110.52 ft. Depth to limiting factor 27 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 0-14 10yr3/3 none sil 2fsbk mvfr as 2m,2f .6 .8 2 14-27 10yr4/4 none sil 2msbk mfr gw 2f .6 .8 3 27-40 10yr4/4 c2d.5yr6//33/6 grsl Om mfi gw if .2 .6 4 40-49 5yr5/6 c2d 7.5yr6/6 fsl icsbk mvfr cs .2 .6 7.5yr6/2 5 49-72 10yr7/1 c2d 7.5yr6/8 vfs Osg ml 2 5 7.5yr6/3 Horizon 5 (49-72") has 1.5" bands of 5yr5/6 vfsl Om mfi which reduces the rate of horizon 5 to 0.2 gpd/sgft. * Effluent #1 = BOD 5> 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 Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 10/31/2008 715-247-2941 SBD-8330 (R.07/00) Property Owner Meyer, Ben/Schachtner, Richard Parcel ID # 006-1054-10-000 Page 2 of 5 Boring # ❑ Boring Pit Ground surface elev. 108.93 ft. Depth to limiting factor 36 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. *Etf#1 *Eff#2 1 0-7 10yr3/3 none A 2fsbk mvfr as 2m,2f .6 .8 2 7-22 7.5yr4/6 none sl 2msbk mfr gw 2f .6 1.0 3 22-36 10yr5/6 none grs Osg ml a .7 1.6 4 36-68 10yr7/1 c2d 10y r6/8 Vfs 0s9 ml 2 5 10yrG/3 Horizon 4 (36-68") has 1.5" bands of 5yr5/6 vfsl Om mfi which reduces the rate of the horizon to 0.2 gpd/sgft. ❑ Boring # Boring Pit Ground surface elev. 109.61 ft. Depth to limiting factor 20 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 0-9 10yr3/3 none sil 2fsbk mvfr as 2m,2f .6 .8 2 9-20 10yr4/4 none sl 2msbk mfr gw 2f .6 1.0 3 20-27 7.5yr4/6 m2d 55yr36/6 sl 2msbk mfr gw 6 1.0 4 27-58 7.5yr4/4 m2d 5yr5/6 sl Om MA .4 5yr6/2 .7 Boring # Boring Pit Ground surface elev. 112.24 ft. Depth to limiting factor 36 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 0-7 10yr3/3 none sl 2msbk mvfr as 2m,2f .6 1.0 2 7-24 7.5yr4/6 none vgrcos Osg ml a 2f .7 1.6 3 24-36 10yr5/6 none grs Osg ml a 7 1.6 4 36-64 10yr7/1 c2d 10yr6/6 vfsl Om mfi 2 10yr6/2 5 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS -s-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.07/00) Schmitt sou Testing, Inc. Property Owner Meyer, Ben/Schachtner, Richard Parcel ID # 006-1054-10-000 Page 3 of 5 ❑ Boring # El Boring ❑ Pit Ground surface elev. 116.35 ft. Depth to limiting factor 28 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 0-10 10yr3/3 none A 2fsbk mvfr as 2m,2f .6 .8 2 10-18 7.5yr4/4 none grsl 2msbk mfr gw 2f .6 1.0 3 18-28 7.5yr4/6 none grsl Om mfi cs .4 .7 4 28-67 10yr7/2 c2d7.5yr6/8 vfsl Om mfi 2 5 7.5yr6/3 ❑ 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/ft' 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/ft- 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 (X07/00) Schmitt Soil Testing, Inc. Page 4 of 5 Conducted by: Conducted For: Schmitt Sail Testing Inc. Name. Richard Schachtner / Ben Meyer Thomas J. Schmitt, CST 227429 Address: 2511 200th Ave. 1595 72nd St. City, State, Zip: Deer Park, WI 54007 New Richmond, W1. 54017 Phone: 715-247-294 Subd.Name: NA (20.31 Acre Parcel Lot No.: NA Date / Legal Description: NWl/4 SWl/4 Sec 24 T31N R16W ■ Backhoe pit Township, County: Cylon, St. Croix County A Bench Mark El. I00.W Top of 2" pvc pipe Q Alternate Bench Mark El.I00.7V Top of 2" PVC pipe Slope= 7% Contour Line El. 110.05' Contour Length 110' 7.~2 ~ as I ®r~~ 7-W l r~s VAT G®'~ , l to , ~ ~ a5 AMMS Viewer Page c-A ~r .x. t- Al t i .t http://www.landinfo-co-saint-croix.wi.us/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 10/29/2008