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HomeMy WebLinkAbout026-1050-20-000 (2) CST - aa - 351 BE W's.Dept of Sate, • services SOIL EVA II' • •EPORT Page of 3 • Division of Safety : . Buildings 'LIFO NO V 02 2 with SPS 385,Wis. A.'. • - Z County St Croix Attach complete 'e plan on paper not less than 8 1 x 11 inches in size.Plan must include,but not I to:eprfttat alit point(BM),direction and .cat(t- f7{ /�yn percent slope,s le 9rr{> hl4fmi0ns4WlhY ' ,� location and distance to nearest road. 1"r 1 �� o�� (U���[N li�c v Please print all Information. R byy�/j Date I a Personal information you provide may be used for secondary pup (Privacy Law,a.15.04(1)(m)). /1� j�/�J / 110 1�(z"�-- Property Owner Property Location 1 `�O(�/ l El Polfas AGRL',LLC Stanton C, SW 1/4 SW1/4 S 17T 30N R I (h® Property Owner's Mailing Address Lot# Blodc# Subd.Name or CSMtry i LA P.O.Box 12004 2 na l CSM City State Zip Code Phone Number laity ©Village [Mown Nearest Road Aspen I CO I 81612 1 I 91))-878-8043 Richmond 100th St I 0 New Construction User] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO ®Replac ernent ❑ Public or mrrvnerrial-Describe: nor Parent material Outwash Plains\n y. Flood Plain elevation if applicable na ft. General continents Conventional system,system elevation 94.32f1.Trenchs spaced and depth to code 55 inches below grade. and recommendations: 7-1N AE Wro —14tiStSf 4P tbun Jall I Boring# fl Boring 0 Pit Ground surface elev. 98.90 ft. Depth to limiting factor 120 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 10yr3i2 wine sil 2msbk dfr cs 2c .6 .8 2 7-21 10yr4/4 none sicl 2msbk dfr cs 2c _4 .6 3 21-44 7.5yr44 none scl 2msbk dfr cs na .4 .6 4 44-120 7.5yr4/6 none ms osg ml na na .7 1.6 2 Boring# ❑ Boring 98.90 120 El Pit Ground surface elev. ft Depth to k ihrg factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPD/ft ' in. Munsei Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 l 0-9 10yr3/2 nwhe sit 2msbk dfr cs 2c .6 .8 2 9-20 10yr4/4 n0Ae ski 2msbk dfr gw 2c .4 .6 3 20-42 7.5yr4/4 none scl 2msbk dfr ge no .4 .6 4 42-120 7.5yr4/6 none ms osg mI na na .7 1.6 •Effluent#1 =BOO ,>30<220 molt_and TSS>30 <150 mg/L 'Effluent#2=BOD 5 4 30 mg&L and TSS <30 mlL CST Name(Please Print) CST Number David J Steel 248956 Address Date Evaluation Conducted Telephone lumber 1699 150th St New Richmond,WI 54017 10-21-2022 715-760-0347 SBD-8330(RI 1/I I) Polfus AGILE, LLC Stanton 2 3 Property Owner Parcel ID# Page of 3 ID Boring# Boring 97.90 170 Lipit Ground surface elev. R Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/2 none sil 2mshk dfr cs 2c .6 .8 2 10-32 7.5yr4/4 none scl 2msbk dfr cs na .7 1.6 3 32-120 7.5yr4/6 none ms osg ml na na .7 1.6 Boring# Boring pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Etf#2 Boring# S Boring Pit Ground surface elev. ft. Depth to imting factor in. Soil Application Rale Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRt ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 •Effluent#1 =BOD ,>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD ,<30 mgrL and TSS <30 rig/ 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 alternate format,contact the department at 608-266-3I 51 or TTY through Relay. SIil%*310 res(x11111 • STEEL'S SOIL SERVICE 3 of 3 David J. Steel Polfus AGRE,LLC Stanton P.O. Box 12004 CST-POWTSM SW1/4,SW1/4,S 17,T3ON,R18' Aspen, CO Lic. #248956 Town of Richmond, St. Croix Co. 81612 715-760-0347 CSM , lot 2 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend h' 1"=40' ♦ = Benchmark Ele. 100.00 ft Top of 2" PVC Pipe • = Alt Benchmark f 100.30 ft Top of 2 " PVC Pipe 0 = Borings Boring Elevations Bl = 98.90 ft / B2 = 98.90 ft B3 = 97.90ft B4= 0.00 ft poi' I?ar4,4 L.0I- ,c t - - K `f-2 (2C-ffSTeD /a- zi- Z9a— a • • � ?g.91 • 965" . gg' • i�� NO H IhfE HE SW�e OF�HE Si(`I' / % i • l i1q' .. t --" — Lea ) 1 .; . • 854 7S , i i i F 1 1 / {, 7.1, .• /,,,---j,/,?,,',./•-•'-----/---Ct. •\----• r c., , . • r 5 3/1 F`.C. TOTAL + :—i os' �—"--` • i i 2.29 AC.�N P.A. ( \ I i% i i, ' - // ' : . 845 47� ! ,1 , I I 1 /41...://1/1/ „• -�� , . / NI'V, `�� -'.• • • 4',, • -,-::( 1 ,----------2----- _, A?" \ :1, ,A : ....." # ys-,t-z---T_QT,5,L + . .z,, -- -' 4 . 1.28 AC. N.P A . �• --- 7641 ,, ,-/..„,/ 67. iftv . , /2( 1 0� 1cm to � � -____ __ .,), . . P,r14'r',5,f/..;/9 _ i \4\