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HomeMy WebLinkAbout020-1004-00-020 Visconsin SOIL EVALUATION REPORT #1573 Department of Commerce in accordance with om l]Win. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. County Attach complete site plan on paper not less than 8Yx 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference poi percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 026-11 / ! iJ J5 Please print all information. Revie By 7 Date(! Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). g el /.-7 Property Owner E~V operty Location Langfeldt, John R R EC ED jvt. Lot W1/4, W1/4, S7, T29N, R19W Property Owner's Mailing Address Or--, Block # Subd. Name or CSM# 323 Krattley Lane A U G U g 2007 3 CSM Ranliag jc;,, - City State p Code Phone Number City Village Town Nearest Road Hudson WI 016 I CRj~j 89 Hudson Krattley Lane L New Construction Use: X Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable fora nventional system with a 0.6 gpd/sgtt ting. Possible system elevation for Area 1 is high trench 91.75', low rem Slope o Area Is o. F -1 Z 1 Boring # u Ground surface elev. 98.45 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 0-10 10yr3/3 none sit 2mgr mfr as 2f,2c .6 .8 2 10-32 10yr4/3 none sil 2msbk mfr gw 2m,3f .6 .8 3 32-57 10yr4/4 none sil 2msbk mfr gw if .6 .8 4 57-68 10yr4/6 none sl imsbk mfr gw .4 .7- 5 68-120 10yr5/6 none grs Osg ml .7 1.6 ❑ Boring # Ground surface elev. 98.05 ft. Depth to limning factor 120+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/3 none sl 2mgr mfr as 2vf .6 1.0 2 4-7 10yr4/4 none sl 2msbk mfr gw 2f .6 1.0 3 7-30 10yr5/4 none grcos 2msbk ml Cs .7 1.6 4 30-120 10yr5/6 none grs imsbk ml .7 1.6 /r (0 ! * Effluent #1 = BOD5> 30 < 220 mg/L and TS >30 < 150 mg/L * Effluent #2 = BODS <_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 8/3/2007 715-247-2941 SBD-8330 (R.07/00) Property Owner Langfeldt, John Parcel ID # Page 2 of 3 F3~ Boring # Ground surface elev. 93.35 ft. Depth to limiting factor 117+ 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 0-7 10yr3/3 none sl 2mgr mfr as 2c,2f .6 1.0 2 7-18 10yr4/4 none sl 2msbk mfr 9w 2f .6 1.0 3 18-30 10yr5/6 none s Osg ml cs .7 1.6 4 30-41 10yr5/6 none grs Osg ml cs .7 1.6 5 41-54 10yr5/6 none fs Osg ml a .5 1.0 6 54-87 10yr5/6 none sl 2msbk mfr gw .6 1.0 7 87-117 10yr6/4 none s Osg ml .7 1.6 ❑ Boring # ❑ 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. *Ef1#1 *Eff#2 F-1 Boring # jl 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 III II * Effluent #1 = BODS> 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 (R.07/00) Schmitt SoN TestiM Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: John Langfeldt Thomas J. Schmitt, CST 227429 Address: 323 Krattley Lane 1595 72nd St. City, State, Zip: Hudson, WI 54016 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: NA Lot No.: 3 Date -3 /In?Qo 7 Legal Description: SWl/4 SWl/4 S7 T29N R19W Backhoe pit Township, County: Hudson, St. Croix County ♦ Bench Mark El. 100.00' Top of 2" pvc pipe D Alternate Bench Mark El.100.81' Nail in a clump maple tree (each trunk 8" diameter) Slope= 22% Scale I"= 40 r 4.21S l 40L k) e i3 04 his soil report was done to fulfill a zoning uirement. No permanent lot markers were i at the time the test was conducted. The area n which it was done may or may not be suitable or your use, or in the location shown. v- V V n Y G Lpi4 I A 11413161M I,ALL LEND IHS ARE IN FEET) C D Curve Radius Central Chord Chord Arc Tangent Bearings rn r~ ov Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out U, _ 0 .-a)< C1 1909.86 04'08'00" S84'05'1 WE 137.75 137.78 S82'01'10"E S86'09'1 0"E Z w 3 1909.86 03'20'12" S83'41'1 6"E 111.21 111.22 S82'01'1 0"E S85'21'22"E D O Irv E 2 1909.86 00'47'48" S85'45'1 6"E 26.55 26.55 S85'21'22"E S86'09'1 WE m o D C2 668.82 09'43'31" S81*17'24.5"E 113.39 113.53 S86'09'10"E S76'25'39"E - _ C3 1942.86 04'08'00" S84'05'1 0"E 14013 140.16 S82'01'1 WE S86-09'10"E cv ° 3 1942.86 03'11'05" S83'36'42.5"E 107.98 107.99 S82'01'1 0"E S85'12'15"E 4 O M 2 1942.86 00'56'55" S85'40'42.5"E 32.17 32.17 S85'12'15"E S86 '09'10"E rn C4 635.82 10'25'41" S80'56'1 9.5"E 115.56 115.72 S86'09'1 WE S75'43'29"E O © 0 ® M v_ -n -n r- ao U) cn -Q _ x ~g 2 Z -c_ MO 2 m ;a0 -q Xo ~ =1 M ~ ° ° z m I o"r- °c n ~ Z 0 cmn 55 a; o $ v _ o 0 P. 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