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Home My WebLink About030-2141-00-008 ' RECEIVEl4 W2 f' 1321 11 Wisconsin QIL~ALUATION REPORT Departmento~Co i" Page 1 of 3 Division of Safety and Bu dings Tom Schmitt C R U I X JRRWOda m. Code County Attach complete sft~ plan on hes in size. Plan nus St. Croix include, but not limited to 've rca and horizontalFreference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest mad. Parcel I. D. 030-x/ 7 l ~ X Please print all infonnatyon. Revie y / Date d Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location l Grand Properties, LP Govt. Lot SE 114 NW 19 S 36 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 8 Natalie's Ridge City State Zip Code Phone Number J City J Village 1/ Town Nearest Road Somerset WI 54025 715-247-5900 St.Joseph 80Th St. New Construction Use: 01 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD f Replacement J Public or commercial - Describe: Parent material Outwash Plain Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.7gpd/sgft rating. Possible system elevation for Area 1 is high trench 94.50', low trench 93.50'. Slope is 4%. Boring # Boring fl' Pit Ground Surface elev. 99.51 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-15 1Oyr3/3 none sl 2%bk mfr as 1vf .6 1.0 2 15-29 1Oyr4/4 none sl 2fsbk mfr 9w lvf .6 1.0 3 29-45 1 Oyr4/6 none grsl 1 csbk mvfr 9w .6 1.0 4 45-100 10yr5/6 none ms Osg ml .7 1.6 i C/ _ (p0./2 T3 -7a 2, Zb o /Z s ❑ Boring # _j Boring Gx I' Pit Ground Surface elev. 99.51 ft. Depth to limiting factor 101+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 'Eff#1 *Eff#2 1 0-13 1Oyr3/3 none sl 2fsbk mfr as 1vf .6 1.0 2 13-25 1Oyr4/3 none sil 2msbk mfr 9w lvf .6 1.0 3 25-37 10yr5/6 none ms Osg ml cs .6 1.0 4 37-69 1Oyr5/4 none grcos Osg ml cs .7 1.6 5 69-101 1Oyr6/4 none ms Osg ml - .7 1.6 Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <130 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 12/18/04 715-247-2941 } ` Property Owner Grand Properties, LP "Parcel ID # Page 2 of 3 3 ] Boring # Boring NJ Pit Ground Surface elev. 98.0 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots GPD/ft2 'Eff#1 *Eff#2 1 0-9 1Oyr3/3 none sl 2fsbk mfr as 2f .6 1.0 2 9-25 1Oyr4/4 none scl 2fsbk mfr 9w 1vf .4 .6 3 2541 1Oyr4/6 none Ifs 1csbk mvfr gw .5 1.0 4 41-96 1Oyr5/6 none ms Osg ml - .7 1.6 ❑ Boring # I 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 GEDIfF *Eff#1 *Eff#2 ❑ Boring # ~t 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 *Eff#1 *Eff#2 " Effluent #1 = BOD ? 30 < 220 mg/- and. TSS >30 < 150 mgtL * Effluent #2 = BOD5 <30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. ff you need assistance to access services or need material in an alternate format, please contact the departinet&at 608-266-3151 or TTY 608-264-8777. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Grand Properties, LP Thomas J. Schmitt, CST 227429 Address: 712 Rivard Street 1595 72nd St. City, State, Zip: Somerset, W1.54025 New Richmond, WL 54017 Phone: 715-247-2941 Subd.Name: Natalies Ridge DV Lot No.: _ Legal Description: _rt l/4 IVA) 1/4 S36 T30N R1 9W Township of St. Joseph, St Coix County Bench Mark El. 100.00' Top of 1/2" rebar Alternate Bench Mark El. , 3 c / Top of 1/2" rebar Slop... y~o Contour Line El./ Sc a V= 40' Lhf, Sr4 SZ 7 ~ ~ pro oaf 00, This soil report was done to fulfill a zoning requirement rement A ng preliminary plot map was used, no drainage easements or driveway locations were established at the time this soil and site evaluation was conducted.