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HomeMy WebLinkAbout030-2040-50-000 (2) r~ 'rte Depari , ''SOIL EVALUATION REPORT #1772 y 'r 60 Safry and r ,tip t�k ` in_accordan th o is.Adm.Code Page 1 of 6 �� Professional t �5 4� �f 1 FAA_ Schmitt Soil Testing,Inc. a,,,, ; r A ,: _ — County Attach complete site plan on papek n6h s ft ail'8";/-2x 11 inches:,rsize. Plan must St.Croix include,but not limited to:vertical rind Horizontal reference point(BM),direction and percent slope,scale or dimens�iol►s•rtiirth arrow,and location and distance to nearest road. Parcel I.D. 030-2040-50-000 / Please print all information. Reviewed By ((� t J"I Date u / Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). \)I l 7 y 'J Property Owner Property Location / / PedY pertY Kearns, Max J&Marlene M Govt.Lot NE1/4, SE1/4, S25,T30N, R20W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1335 27th St. 4 CSM 3/853 City State Zip Code Phone Number ( 1 City []Village ❑ Town Nearest Road Houlton 1 WI 1 54082 1 715-549-6905 St.Joseph I 27Th St. New Construction Use: IM Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial-Describe: Parent material Outwash (Chetek-Onamia Series) Flood plain elevation,if applicable na ft. General comments Replacement area is suitable for a conventional system with a 0.5 gpd/sgft rating. Possible system elevation for area is 92.48'. and recommendations: /� n J/ 6 2,, 63 /.,l /�. �s in In° 1/,S /Led a ca C`'' ✓=J M �Xe �I / o 2 . 57 1 Boring# ❑Boring Ei Pit Ground surface elev. 95.15 ft. Depth to limiting factor 68 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-18 10yr3/2 none sI 2mgr mvfr cs 2vf 0.6 1.0 2 18-27 10yr4/3 none sI 2msbk mfr gw lvf 0.6 1.0 3 27-68 10yr6/4 none fs Osg ml cs 0.5 1.0 4 68-83 10yr5/6 c2d 10yr6/6 10yr6/3 fs Osg ml as 1.0 5 83-92 10yr5/3 4(6,,m3d 1 r.6, sil Om mfi ---- 0.0 0.2 /�a 2 Boring# r]Boring 0/‘ Pit Ground surface elev. 96.95 ft. Depth to limiting factor 112+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-19 10yr3/3 none sl 2mgr mvfr gw 2vf 0.6 1.0 2 19-38 10yr4/6 none grsl 2msbk mfr gw 1vf 0.6 1.0 3 38-54 10yr6/4 none fs Osg ml cs 0.5 1.0 4 54-68 10yr5/4 none vgrcos 0sg ml cs ----- 0.7,/ 1.6 5 68-112 10yr6/4 av none 5 Osg ml ---- 0.7 1.6 Al ct b`-` *Effluent#1 =BODS>30<220 mg/L and TSS>30<_150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 1/2/2015 715-760-1978 SBD-8330(R07/00) Property Owner Kearns, Max J&Marlene M Parcel ID# 030-2040-50-000 Page 2 of 6 [i Boring 3 Boring# [j Pit Ground surface elev. 95.05 ft. Depth to limiting factor 67„--iri." Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-16 10yr3/2 none si 2fsbk mfr gw 2vf 0.6 1.0 2 16-28 10yr4/6 none si 2msbk mvfr gw 1vf 0.6 1.0 3 28-67 10yr6/4 none fs Osg ml as 0.5 1.0 m2d 10yr6/6 4 67-84 10yr5/3 X0w6/3 sil lmsbk mfr ---- 0.4 0.6 ‘.):\ v.--y--7 ri Boring 9 4 Bori ng# . Pit Ground surface elev. 98.15 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-16 10yr3/3 none sl 2mgr mvfr cs 2vf 0.6 1.0 2 16-30 10yr4/3 none sl 2msbk mvfr gw 2vf 0.6 1.0 3 30-45 10yr6/4 none scl 2msbk mfr gw 1vf 0.4 0.6 45-51 10yr6/4 c2d 105/6/6 sici 2msbk mfr gw 0.4 0.6 4 10yr6/3 _ 5 51-77 10yr5/3 cad 106 sil lmsbk mfr ---- 0.4 0.6 105/6//2/8 2 ❑Boring 5 Boring# z Pit Ground surface elev. 98.15 ft. Depth to limiting factor 49 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10yr3/2 none si 2mgr mvfr cs 1vf 0.6 1.0 2 14-22 10yr4/3 none sl 2msbk mvfr gw lvf 0.6 1.0 3 22-31 10yr4/4 none sl 2msbk mvfr gw 0.6 1.0 4 31-49 10yr5/6 none fs Osg ml gw 0.5 1.0 5 49-76 10yr5/3 map 105/6/8 sil Om mfi ---- 0.0 0.2 7.55/5/2 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<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. SBD-8330(R07/00) Schmitt Soil Testing,Inc. Property Owner Kearns, Max J&Marlene M Parcel ID# 030-2040-50-000 Page 3 of 6 r]Boring . 6 Boring# , Pit Ground surface elev. 97.47 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-15 10yr3/2 none SI 2mgr mvfr gw 2vf 0.6 1.0 2 15-31 10yr4/3 none sI 2msbk mvfr gw 1vf 0.6 1.0 3 31-45 10yr6/4 none Ifs lcsbk mvfr gw 0.5 1.0 4 45-72 10yr5/6 c2d 10yr6/6 sI Om mfr ---- 0.2 0.6 10yr6/2 ❑Boring 7 Boring# E Pit Ground surface elev. 97.24 ft. Depth to limiting factor 50 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 •Eff#2 1 0-13 10yr3/3 none SI 2mgr mvfr gw lvf 0.6 1.0 2 13-26 10yr4/3 none SI 2msbk mvfr gw lvf 0.6 1.0 3 26-50 10yr6/4 none Ifs lcsbk mvfr gw 1vf 0.5 1.0 4 50-65 10yr6/4 c2d 10yr6/6 Is Osg ml gw 0.7 1.6 10yr6/3 5 65-78 10yr5/3 m3d 7.5y sil Om mfr ---- 0.0 0.2 7.Syr6/2 ❑Boring 8 Boring# Fl Pit Ground surface elev. 95.35 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-15 10yr3/2 none sI 2mgr mvfr es 2vf 0.6 1.0 2 15-24 10yr3/4 none sl 2fsbk mvfr gw 1vf 0.6 1.0 3 24-34 10yr3/4 none Ifs lcsbk mvfr gw 0.5 1.0 4 34-58 10yr4/4 c2d 10yr6/6 scl 2fsbk mfr gw 0.4 0.6 10yr6/3 5 58-78 10yr5/3 m3d scl lmsbk mfr ---- 0.2 0.3 10yr6/2 r6/2 *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. SBD-8330(8.07/00) mitt Soil Testing,Inc. Property Owner Kearns,Max 3&Marlene M Parcel ID# 030-2040-50-000 Page 4 of 6 Boring ' 9 Boring# • Pit Ground surface elev. 95.55 ft. Depth to limiting factor 50 in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-27 10yr3/3 none sl 2fsbk mvfr gw 2vf 0.6 1.0 2 27-44 10yr4/3 none sI 2csbk mvfr gw 1vf 0.6 1.0 3 44-50 10yr6/4 none Is lcsbk mvfr cw 0.7 1.6 4 50-84 10yr5/3 c2d 10yr6/8 sil lmsbk mfr ---- 0.4 0.6 10yr6/3 ❑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/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 El 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/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<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. SBD-8330(R.07/00) Schmitt Soil Testing,Inc. • Page 5 of 6 Comducted W: _ . - Conducted For: Schmitt.SoiLTesti g,Inc_ _ _:- --__.__.-- _ L-__-_ .. Name: Max&Marlene Kearns Thomas J. Schmitt, CST 227429 Address: 1335 27th St. 1595 72nd St. City, State, Zip: Mutton,WI 54082 New—Richmond, 54017 - Phone: 715-7 0-1978 CSM No: 3/853 S 9 fleco- u d ,-- -- Lot No. : 4 Legal Description: NE1/4 SE1f4 S25 T38N R2OW --- — j - Backhoe Pit Township, County: St.Joseph Township,St.Croix County __ A Bench Mark 1 El. 100.00'Top of Existing septic Tank Insection pipe. _-_ & !Bench-Mark-2E1.99.64'Top--o-fExieting Drain field vent pipe - - Slope 5% Scale 1"=40' lir- in' Q� 6' 1° 5-S► f u\ N - \ \ . 7 a- _ BIN 44' ' ( tq JiL3' „vi m \ Iii-41 17 A iir7 4\ 5-1 7 117 _ v - 13C) -- \ 3911 \ QP J J WPM #%\ 2,, 83 (\ sr, -r. R , 78,),. . / rw� - `� oPr p' st-k` 45RJt7 L -re)2 Prr d kti tLL -Po L L L.o r 5/2c ia ‘ 6-ie6 Is T rn i 2 k s f' • 4 k S S. 4 rim ° x ", -� .. ax' r gas E !I 4 or0,-, ,,,.. : , ,, ., i.„, rn , . :... , . ,.„. .,. ... ....... e ,f,.. , ....1,,, ,,t.fr.,-.''..,.04," . 'ir- ' ' -' �� s Cl) �' -� ,, p ' ' � ' � C 4.'a • ^p♦' ce ;i': § I . Y*,.✓ N� ' i '''''''' ' ' V' -- A : r� pa ..440pm ,x«. k-. � u`' 5 te.. a F