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HomeMy WebLinkAbout030-1026-20-000 (2) RE �o��D esT -o�ul $ - aa3 �� t . ' "t SOI EVALUATION REPORT '�19j1 �_ = Safety?9 2.O\ in , ••• •a m W m.Code Page 1 of 4 �_ Pro :: onal a 113 0 34 ' Schmitt Soil Testing,Inc. •..`. „.. County Attach complete site pla on paper nest.x . .-i,;� ens ches. County St.Croix include,but not limited I. v:u,•,• 7•• . • ,I reference poin percent slope,scale or d • . - •na,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. // �,1f / Rev 11 / �/ 7ZG1l I , 6/ Z-- Personald By Date information you provide may be used for secondary purposes(Pnvacy Law,s 15.04(1)(m)1. Z Property Owner Property Location Heinze,Gary E Govt.Lot NW1/4, SE1/4,S8,T29N, R19W Property Owner's Mailing Address Lot• Block a Subd.Name or CSMI/ 402 Windover Ct NW na 1130 37Th Street City State Zip Code Phone Number L.1 city r 1 Village l Town Nearest Road Vienna I VA 122180 1 St.Joseph I 37Th Street New Construction Use: L_, Residential/Number of bedrooms 4 Code derived design flow rate 800 GPD Replacement L Public or commercial-Describe: rt9 Parent material Glacial Till(Amery Series) Flood plain elevation,if applicable ' NA R. General comments Area is suitable for a mound system. Sysytem elevation is 96.80'based off a contour line established at 95.95'. Slope of area is and recommendations: 14%. Depth to limiting factor is 26•. 1 Ong I L]Boring r Pit Ground surface elev. 96.37 R. Depth to limiting factor _ 32 In. Sol Application Rate Horizon Depth ' Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Efra1 •Etn12 1 0-6 10yr3/4 none I 2mgr mvfr as 2f,2vf 0.6 0.8 2 6-14 7.5yr4/6 none grsl 2msbk mfr gw 2m,2vf 0.6 1.0 3 14-32 Syr4/4 none grsl lmsbk mfr gw 1vf 0.4 0.7 4 32-64 Syr4/4 cid 7.5yr6/6 0.2 0.6 7.5yr6/2 g -- 2 soft* i-I B0*1 []Pit Ground surface elev. 92.57 ft. Depth to limiting factor 26 _in. Soil Application Rate Horizon Depth Dominant Color ' Redox Description Texture Structure Consistence]Boundary Roots GPD/R' In. Munsell Qu.Sz.Cont Color Gr.Sz. Sh. •ERa1 •Etr/2 1 0-7 10yr3/3 none groat 2mgr mvfr as 3f,3vf 0.6 1.0 2 7-18 10yr4/4 none grsl 2msbk mfr gw 1vf 0.6 1.0 3 18-26 7.5yr4/4 none groat lmsbk mfr gw 1vf 0.4 0.7 4 26-62 5yr4/4 c27. 2 groat Om mfi — --- 0.2 0.6 Effluent 41 =BOO5>30<220 mg/L and TSS>30< 150 mg/L •Effluent a2=BOD5<30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature CST Number Thomas J.Schmitt LC»-c.. 227429 Address Schmitt Soil Testing,Inc. - Date Evaluation Conducted Telephone Number 1595 72nd St.New Richmond,WI 54017 9/5/2018 715-760-1978 SBD-8330(R 071)0) Property owner I1einze,Gary E Parcel ID ft 030-1026-20-000 Page 2 of 4 LiBIn g 3 Borin 8T.' Pit Ground surface elev. 92.57 ft. Depth to limiting factor 28 In. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture ( Structure Consistence Boundary Roots GPDMt in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Ent 'E#52 1 0-9 1Oyr3/3 none stl 2fgr mvfr as 2f,2vf 0.6 0.8 2 9-17 7.5yr4/6 none grsl 2msbk mfr gw 2f,1vf 0.6 1.0 3 17-28 5yr4/4 none grsl lmsbk mfr gw lvf 0.4 0.7 4 28-56 5yr4/4 cif 7.5yr6/6 g� Om mfl - - 0.2 0.6 7.Syr6/3 4 Boring# Boring Pit Ground surface elev. 102.70 ff. Depth to limiting factor__20 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAI' in. Munsell Qu.Sz.Cont.Color Gr.Sz Sh. 'EAa1 'Ett#2 1 0-3 10yr3/4 FILL sl 2mgr mvfr as 2f,2vf 0.6 1.0 2 3-10 5yr4/4 none grsl 2fsbk mfr gw 2f,lvf 0.6 1.0 3 10-20 5yr4/4 none grsl lmsbk mfr gw lf,lvf 0.4 0.7 4 20-72 5yr4/4 cld 75�6 grsl Om mfl - - 0.2 0.6 1 • Area has been cut and topsoil spread thinnly over area 5 Boring# Boring Pit Ground surface elev. XX•XX ft. Depth to limiting factor 29 In. Sod Application Rate Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIR' in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. TAM 'EIU2 1 0-11 10yr3/3 none sI 2fsbk mvfr as 2vf 0.6 1.0 2 11-17 7.5yr4/6 none sl 2msbk mfr gw lvf 0.6 1.0 3 17-29 7.5yr4/4 none sl lmsbk mfr 9w lvf 0.4 0.7 4 29-64 5yr4/4 cif 7.5yr6/6 7.Syr6/2 grsl Om mfl - - 0.2 0.6 . - •Effluent#1 =BOD5>30<220 mg/L and TSS>30<_150 mg/L *Effluent#2=BOD5<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. sa60330(R.07/00) Schmitt Sit TaOp,Inc • Page 3 of 4 Conducted by: Conducted For: Schmitt& Sons Excavating, Inc.. Name: Gary 1leieze Thomas J. Schmitt, CST 227429 Address: 402 Windover Ct NW 586 Valley View Trail City, State, Zip: Vienna,VA 22180 Somerset,W 154025 Phone: 715- 1978 / /J / PID: 030-1026-20-000 sign..,. �� ` "'z f/�'� Address: 1130 37th Street or. I S /5' Legal Description: NW1/4 SE1/4 S6 T29N R19W ■ Backhoe Pit Township, County: St.Joseph,St.Croix County A Bench Mark 1 El. 100.00'Top of 2"PVC Pipe A Bench Mark 2 El. 107.29'Top of existing septic tank manhole cover Slope= 14% Scale 1"=60' Contour Line El. 95.95' Contour Line Length 86' ti NOTE: or full view of Lot see Aerial Photo Pa e 4 of 4) 21-/IJo' able ar ��� .2 s l l � & bc (Le C° or U ell hiciASE 5C6fe at \ • l bry welt 9 1-6 /-9/ax- -e- 9/0 /V , • s., ••••,r-,41... ,lidr. , 4 filio *lart,i'lr: - • I . •de . ;',*it •••t,4141 .. '. - .1••••4‘. • 0„0t,+4,*C,,,:' '''., .1, ..! 111111000 ....1r.,PSON '.0" .,.,,,7 .., ,.... 1• ,1 A•515;ilor'4211 .. ,,, 'Y 4 . • . 4.. . s . . ,' t• 'ila: c. ,..., ......- ? .:g• g,..... co.„zt n'-'10.1r ' .. . f‘ - e ..,,,, fgrd. ... .... 9 1 .s., ,., _ .1 0. 0 ,.4:. ,-.4 ...... .r. 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