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Home My WebLink About030-2153-17-000 NVisconsin SOIL EVALUATION REPORT L v ~ v~ © #1452 Department of Commerce in accordance with Comm 85, Wis. Adm. Code / Q OD U Page 1 of 3 Division of Safety and Buildings j r Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches ' Plan must County St. Croix include, but not limited to: vertical and horizontal reference int ~(B dire n and l I. . percent slope, scale or dimensions, north arrow, and location d dista one rest road. Parce Please print all information. Rev' By Date Personal information you provide may used (Pri . 15.04 (1) (m)). ~9 d Property Owner Property Location Golden Harvest Capital, LLC Govt. Lot SW1 4, NE1/4, S20, T30N, R19W Property Owner's Mailing Address DEC 13 2006 Lot # Block # Subd. N me or CSM# 14906 Blakeney Road 17 Pioneer Ridge City Stat Zip ode ne umber City Village Town Nearest Road t -Ph Eden Prairie M NJ 5534-1 1 - St.JosePh 50Th St. New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450, GPD El Replacement ❑ Public or commercial - Describe: / 1 a r Parent material Clutwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional s stem with a 0.7 Qpd/sgft rating. Possible system elevation for Area 1 (step trenches) is high trench 100.55, ow trench 98.55. F 1-1 Boring # ❑ Boring ❑ Pit Ground surface elev. 104.55 ft. Depth to limiting factor 96+ 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 10yr3/4 none sl 2fsbk mfr as 2f,lvf .6 1.0 2 7-22 10yr4/4 none sl 2fsbk mfr gw ivf .6 1.0 3 22-36 10yr4/6 none sl 2fsbk mfr gw lvf .6 1.0 4 36-48 10yr5/4 none girls icsbk mvfr Cs .7 1.6 5 48-96 10yr6/4 none s Osg ml .7 1.6 i boa , SS 8y 411 2] Boring # El Boring Pit Ground surface elev. 104.55 ft. Depth to limiting factor 96+ 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 0-7 10yr3/3 none sil 2fsbk mfr as 2f lvf .6 .8 2 7-22 10yr4/4 none sicl 2fsbk mfr Cs 1vf .4 .6 3 22-32 7.5yr4/6 none Ifs lcsbk mvfr Cs .5 1.0 4 32-96 10yr6/4 none s Osg ml .7 1.6 55 * Effluent #1 = BOD 5> 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 Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 8/6/2006 715-247-2941 ssD-8330 (807/00), Property Owner Golden Harvest Capital, LLC Parcel ID # 17 Page 2 of 3 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 100.55 ft. Depth to limiting factor 96+ 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 10yr4/3 none grsl 2fsbk mfr as 2f,ivf .6 1.0 2 7-15 7.5yr4/6 none Is icsbk mvfr gw lvf .7 1.6 3 15-37 7.5yr5/4 none gris icsbk mvfr Cs .7 1.6 4 37-96 10yr6/4 none s Osg ml .7 1.6 55 -lit . 2`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/ftz 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. 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 * 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.07/00) Schmitt SoN Testing, Inc. Page of 3 ...Conducted by. Conducted For. ' Schmitt Soil Testing Inc. Name: Golden Hazvest Capital, LLC Thom I Scut, CST 227429 Address: _ 1440 Arcade St. N 1595 72nd St. City, State, Zip: St. Paul, hvlN. 55106 New Rind, WI. 54017 Phone: 715-247-2941 Subd.Name: Pioneer Ridge sim r Lot No.: DM 'b Legal Description: .5W 1/4 NEI/4 S20 T30N RI 9W Bye Prt Township, CounW. St. Joseph, St. Croix A Bench Mark Eh. 100.00' Top of 2" pie 0 Allemate Bench Mark EL a.7. p Top of2" pine pipe Slope= 17 9b Corn ur Line EL IN Contour Line Length _N# Sole 1" = 40 • t i ~ t 101° 3? 'F~iaso~a.asilasva~io~wascorspial~atu :zodeg kaayarmapaotbai~aiooeKoaieforryoorase.