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HomeMy WebLinkAbout038-1131-10-030 4/ _ � P. thiiS CS ao ►l 3o5 Wis.Dept.of Safely and Profession 1 Z '9 OIL EVALUATION REPORT Page i of 3 Division of Safety and Buildings I • in accordanca,vath PS 385,Wis. Adm. Code I County St Croix Attach complete site plan on paper!IDLY/me-kin-8 1-12 x 11 inches in size.Plan must indude,but not limited to vertical and horizontal reference point(BM),direction and Parcel I.D.Q�ry 4 of: none percent slope,scale or dimensions,north arrow,and location and distance to nearest road. p^tiD-I I',1—10 'Oh Please print all information. Re by/o Date Personal information you provide may be used for secondary purposes(Privacy Law.s. 15.01(1)(m)). ,,I//y�l I l�,w l u)Z� Property Owner Property Location ��"!!l111��/r//rlLwAw("!/ �� vv�� // O O Jon and Dana Engstrom Lot SE 1 1 -1l4 S 32T 3 1 N R /9 E(or)W Property Owner's Mailing Address Lot# Block# Name`ikr CSM# 971 192nd Ave 3 na • Rolling Hills Estates i City State Lp Code Phone Number laity ❑Vit own Nearest Road New Richmond WI 54017 651-775-7623 100th St 1 1 1 ( 1 Star Prairie- I o New Construction Usee Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO 0 Replacement ❑ Public or commercial-Describe: na '7 Parent material outwash plains and stream terraces Flood Plain elevation if applicable na t'O AV ft. General comments Conventional design,system elevation 94.95ft.trenches spaced and depth to code 3.75ft below grade. and recommendations: Dr1wm c,- Rntitio ir, e5 1 D Boring Boring# ❑ Pit Ground surface elev. 98.70 ft. Depth to limiting factor 120 in. I 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 0-8 10yr 3/2 none sl 2msbk mfr cs Ivf .6 1.0 2 8-18 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 18-47 7.5yr4/4 none cos osg ml gw na .7 1.6 4 47-120 7.5yr 4/6 "One ms osg ml na na .7 1.6 2 ❑ Boring 98.70 120 Boring# OPit Ground surface elev. ft. Depth to limiting factor in. I Sal 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 0-16 10yr 3/2 none I 2msbk mfr cs Ivf .6 .8 2 16-32 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 32-48 7.5yr 4/4 none cos osg ml cs na .7 1.6 4 48-120 7.5yr 4/6 none ms osg ml na na .7 1.6 'Effluent#1 =BOD ,>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD S<30 mg/L and TSS <30 mg/L CST Name(Please PnM) Sgna, CST Number David 1 Steel /% � 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 10/25/2019 715-760-0347 SBD-8330(R l l/I I) Jon and Dana Engstrom na 2 3 Property Owner Parcel ID# Page of 3 Boring# O � 94.90 120 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 'Ef#2 1 0-11 1Oyr2/2 none I 2msbk mfr cs lvf .6 .8 2 11-22 l0yr 4/4 none sicl 2msbk mfr cs na .4 .6 3 22-30 10yr 4/4 none scl 2msbk mfr cs na .4 .6 4 30-48 7.5yr4/4 none cos osg ml cs na .7 1.6 5 48-120 7.5yr 4/6 none ms osg ml na na .7 1.6 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 Boring Pit Ground surface elev. ft. Depth to limiting factor in. ' Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ;onsistence Boundary Roots _ GPO/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 •Effluent#1 =BOD e>30<220 mg/L and TSS>30 <150 mglL 'Effluent#2=BOD s<30 mg/and TSS <30 mg,_ The Dept.of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altcmatc format,contact the department at 608-266-3151 or TTY through Relay. SBD4330TN1x11 II) - STEEL'S SOIL SERVICE 3of3 • David J. Steel Jon and Dana Engstrom 971 192nd Ave CST-POWTSM SE1/4,NE1/4,S32,T31N,R19W New Richmo WI 54017 Lie. #248956 Town of Star Prairie, St. Croix Co. 651- 775-7623 715-760-0347 Lot3 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. IN Legend N 1" =40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" PVC Pipe • = Alt Benchmark Eli 101.00 ft Top of 3/4" PVC Pipe ./g ?cct' 0 = Borings r Boring Elevations �, 1' B1 = 98.70 ft B2 = 98.70 ft .1r 01:44' B3 = 94.90 ft $' B4 = 0.00ft lllll.--�/ a c.4)4$fr ijfi/l ) /67' .-111111v r Wiz( U.�l �fu r� `i /0 mglir !;1i5 g ili g ? i , „��1BB--.. !!r IiftN 1��`---`. \`♦`t t \ �N �'r \ `♦1_ �_ .. 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