Loading...
HomeMy WebLinkAbout030-2141-00-026 (2) 1343 Wisconsin Department oCommerce OIL EVALUATION REPORT P~ 1 of 3 Division of Safety and B Idings ) Ir~dan with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete s plan rwt h County St. Croix Qn x 11 i has in siz % m t include, but not lim ed to: if f Y(d ~r~ Deference oint (BM), dir ' n ;id / d - percent slope, scal(veDtkt~and loc nand distance to nearest~kdad.~ Parcel I. D. V l- Q Please print all information, ©3~ /(7 Revi By Date Personal information you provide may be used for secondary purposes (Privacy in, s. 15.04 (1) (m)). Property Owner Property Location Grand Properties, LP Govt. Lot NE 19 S d9 S 36 T 30 N R 19 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 26 Natalie's Ridge City State Zip Code Phone Number City Village ✓ Town Nearest Road Somerset WI 54025 715-247-5900 St.Joseph Cty. Rd. A ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash (stream terrace) Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a convgntion~ gpd/sgft rating. Possible system elevation for Area 1 is 95.90'. Area is flat. ❑ Boring # Boring ✓ Pit Ground Surface elev. 98.93 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-12 1Oyr3/2 none sl 2fsbk mf as 2vf .6 1.0 2 12-21 1Oyr3/4 none sl 2msbk mfr gw 1vf .6 1.0 I J ~D I n 3 21-35 1Oyr4/4 none Is 1csbk mvfr 9w .7 1.6 v 4 35-64 10yr4/6 none vcbms Osg ml gw .7 1.6 5 64-91 1Oyr5/4 none grs Osg ml cs .7 1.6 6 91-98 1Oyr5/6 none ms Osg ml .7 1.6 Boring # Boring Pit Ground Surface elev. 98.93 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-10 1 Oyr3/2 none sl 1 mpl mvfr as 2vf .4 .6 2 10-20 1Oyr4/4 none sil 2msbk mfr gs 1vf .6 .8 3 20-28 1Oyr5/6 none Is Osg ml gw .7 1.6 4 28-70 1Oyr5/4 none vgrcos Osg ml cw .7 1.6 5 70-115 1 Oyr5/6 none grs Osg ml - - .7 1.6 n * Effluent #1 = SOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <_M mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 159572nd St., New Richmond, WI 54017 4/21/05 715-247-2941 ."tr Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 a Boring # Boring ✓ Pit Ground Surface elev. 98.86 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-11 1Oyr3/2 none I 2fsbk mvfr as 2vf .4 I .8 2 11-23 1Oyr4/4 none sl 3msbk mfr gw 1vf .6 1.0 3 23-38 1Oyr5/6 none grs Osg ml 9w .7 1.6 4 38-67 1Oyr5/4 none vgrcos Osg ml es .7 1.6 5 67-98 1Oyr5/4 none grcos Osg ml cs .7 1.6 6 98-110 1Oyr6/4 none s Osg ml .7 1.6 7 2' J'V ❑ 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 *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 *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD$ <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 mat&W in an alternate format, please contact the department 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: 715-247-29~41/ Subd.Name: Natalies Ridge Lot No.. _ _ OS- Legal Description: 14/t 114.54V114 S36 T30N R19W Township of St. Joseph, St Coix County ® Soil Boring A Bench Mark El. 100.00' Top of 2" pvc pipe 0 Alternate Bench Mark EL /CfW_"_Topof/-_5/,,/ A/c w.r - /Ot Slope= ®F Contour Line El. /Yfa 9 -A Scale V= = 40' .~10J- , NO Gm~t ~~)VG /d r I i' ~3r'1 c~ This soil report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use. - Z'L06 • x x S'S68 i 1, L'Z68 ~ / x / 8'806 x L' i x S'Z68 ~x }Sb06 i Z'St6 / x 6'E68 / / / - -x - - / / 5'9 16 ='0't S'Et6 (Nov St' / ' o 00'1 ~ 5'Sl6 ='0'8'l 4 (NOV 'bt'Z) / Nov 0000E x 9'ibt6 / E'tit6 9Z 1001 / . x 16 8'S16 x 9.916 Nov 89'Z) i = NOV 0000S ~Z 101 8'816 / V1,I6 x / /