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Home My WebLink About030-1088-60-006(11) • SOI EVALUATION REPORT #1674 Page 1 of 4 Department of Com erce k e- in a ance with Comm 85, Wis. Adm. Code Division of Safety an Buildin Ty Schmitt Soil Testing, Inc. Attach complete site plan papers. es in size. Plan must County St. Croix include, but not limited to: rtical anti nce point (BM), direction and parcel I.D. percent slope, scale or dim srp~V9t1 and location and distance to nearest road. Lot 11 W.V.E. PI . print all information. vi Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 9 Z 00 Property Owner Property Location Loegering, Keith & Kirsten Govt. Lot SW1/4, SW1/4, S29, T30N, R19W Property Owner's Mailing Address Lot # Blodc # Subd. Name or CSM# P.O. Box 2143 11 Whisper Valley Estates City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road El Granada CA 94018 650-678-4823 St.Joseph 134Th Ave. ❑ New Construction Use: Z Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Glacial till (Amery-Cromwell Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 97.90' based off a contour line established at 97.40'. Slope of area is 19%. Depth to limiting factor is 34". F-11 Boring # X Boring ® Pit Ground surface elev. 98.03 ft. Depth to limiting factor 43 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure FConsistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~Eff#1 "Efr#2 1 0-6 10yr3/3 none Ifs ifsbk ml Cs 2ni .5 1.0 2 6-15 10yr5/6 none grlfs Osg ml gw 2f,ivf .5 1.0 3 15-43 10yr6/4 none grfs Osg ml Cs ivf .5 1.0 4 43-79 7.5yr4/4 m3d 10yr6/8 grsl Om mfi .2 .6 10yr6/2 43"-79" is bands of grsl Om and also grlfs with Redox features throughout the horizon. Boring # Boring Pit Ground surface elev. 98.03 ft. Depth to limiting factor 34 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 -Eft#2 1 0-7 10yr3/2 none Ifs ifsbk mfr Cs 2ni E.5 1.0 2 7-12 10yr4/3 none Ifs Osg ml gw 2m,2vf 1.0 3 12-26 10yr6/4 none grls Osg ml Cs 2ni 1.0 4 26-34 10yr4/6 none Sill 3nl mfr gw 1vf .6 .8 5 34-64 7.5yr4/6 m2d 10yr( sil 1ni mfr .4C .6 10yr6/2 43"-79" is bands of grsl Om and also grifs with Redox features throughout the horizon. Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 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 11/28/2011 715-247-2941 ssD-8330 (ctmioo) Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 11 W.V.E. Page 2 of 4 F3 ]Boring # ❑ Boring Pit Ground surface elev. 91.48 ft. Depth to limiting factor 40 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 0-3 10yr3/2 none Ifs ifsbk mvfr a 2m,2f .5 1.0 2 3-14 10yr4/3 none Ifs icsbk mvfr gw 2f,2vf .5 1.0 3 14-20 10yr4/3 none Ifs icsbk mfr gw 2m,2f .5 1.0 4 20-40 10yr6/4 none grfs Osg ml cs 2f,ivf .5 1.0 5 40-68 7.5yr4/6 c2d 10yr6/8 sl Om mfr a .2 .6 1 r6 2 40"-68" bands od grsl Om and grifs with Redox throughout. 7 68-78 5yr4/4 m2d 10yr6/6 sl Om mfl 2 10yr6/2 6 Boring # ❑ Boring F-1 ❑ 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 *Eft#2 I ❑ 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. *Ef1#1 'Eff#2 III Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L I 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 Spy Tes", Lix. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering Thomas J. Schmitt, CST 227429 Address: P.O. Boa 2143 1595 72nd St. City, State, Zip: El Granada, CA 94018 New Richmond, WI 54017 Phone: 715-760-1978 Subdivision: Whisper Valley Estates Signature Lot No.: 11 Deco Legal Description: SW1/4 SW1/4 S29 T30N R19W Backhoe Pit Township, County: St. Joseph, St. Croix County A Bench Mark 1 El. 100.00' Top of 1" pvc pipe Bench Mark 2 El. 97.23' Top of 2" pvc pipe Slope= 19% Contour Line El. 97.40' ntour Line Length 100' 1"=40' T'l 1.1 l ( (AQ L(O +la 4 n CoN76u(L ~ ~ ~ELEV~r7c~rl (~ml N Yy a ' X00 This Soil & Site Evaluation Report was complete fa0Lakm 4(W&0 The location the evaluation was completed may or may not be suitabl or your use and a new area ma have to be evaluated. S~ 77, 7, o ♦ S i F 1 5, 12, ~Dff=894.5~ top, k f~ \ I ` L.B.O.=888.5 Q t RAD = 70'y OF . n Bg \ u t iY \i....s.1 . ji,k 966 1 ; - a. \~a►~ ; Jt3 ~r/\~~i sif \ 4 \X ~y 1 15': IE•PROTECTIVE FIDE'=894.5 FFER PER NR \`j,\\ 151.12(5)( i r r r x%c k k \ \ \ \ B.O.=8985 ,%~h~/. . \i\ r ^o\ \~rl: 887. X X (HWE=8.94.5 A 0V . a 1 $8 k80„ 898.5 ; vA~~r . 88 . vv 6 -X ~lKL' S\ to , , f 7 \ V~ l' ~J X` ~~~=___$Sa~ ,~..i~J ~ \.\s \ ` ~i~.\~\\\ t ~ ti ~ ;Z` 1. CNATED' 3.-04 \ i \ t t (t t y , j (F t M°`IsEE INFIL N /902.8 ti \ i ` t \ , , I . 15.7. X tt s \ B1 O-le 7®14.9 {w IO r` \ - \ X65 ON I ,s INS )0*~ 11! Ajj'!,~YVA ~ ~ ' !1/ ..u......_.,~,-•. ~ \`\~Z` \ 1'~, •t / ~ `1,~, ` ~ t; ~ yi ~ C t~f,+[~%'i1 ~ I f 01 tar r r HNE'=890.6/1 I $ \ \ i t ' LB. 0.-854 B,xA- !1 f t~~s f H SS9p24147 t ~ ~~~(/t/ Y` Z 1 '^w ~ / ~J ~ 1~ l i..i ,i;il1 5s ~S 1 JC t ~ y , l z t I 1 if r r~ Y t t . 1.\ \ ' 94 491 \ r l l 893.3'-% - aD~rCODCp-G BOO CSC D LaC~~G3[~ X X A x %e 1 ' E i 1 j