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HomeMy WebLinkAbout030-1088-60-006(7) IL EVALUATION REPORT p A Pa e 1 of#1470 in /dance with Comm 85, Wis. Adm. Cod g Department of mmerce Division of Safety nd Building i Schmitt Soil Testing, Inc. k Attach complete site p n on peeper nJtd' ' gk7 inches in size. Plan must County St. Croix include, but not limited vert iq~1. " point (BM), direction and percent slope, scale or imen and location and distance to nearest road. Parcel I.D. ~A Lot 7 W.V.E. print all information. evie Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Loegering, Keith & Kirsten Govt. Lot NW1/4, SE1/4, S29, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P.O. Box 2143 7 Whisper Valley Estates City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road El Granada CA 94018 650-678-4823 St.Joseph 39Th St. I ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash ( Hubbard loamy Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 99.60' baded off contourline established at 99.08'. Slope of area is 18%. Depth to limiting factor is 30". Boring # Boring ® Pit Ground surface elev. 100.23 ft. Depth to limiting factor 45 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 0-9 10yr3/4 none Ifs 1fsbk mvfr gw 2m,2f .5 1.0 2 9-17 10yr4/6 none Ifs icsbk mfr gw 2m,2f .5 1.0 3 17-45 10yr5/6 none fs Osg ml cs if,lvf .5 1.0 4 45-84 10yr5/6 10y6/r cid6/2 6/6/8 fs Osg ml .2 .6 45"-84" has 1 1/2" bands of 7.5yr4/4 sl Om mfi, these changes rate of horizon to 0.2 gpd/sgft. ]Boring # ❑ Boring Pit Ground surface elev. 99.81 ft. Depth to limiting factor 52 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 0-5 10yr3/3 none Ifs lfsbk mvfr gw 2f,2vf .5 1.0 2 5-11 10yr4/3 none ifs lfsbk mvfr gw 2vf .5 1.0 3 11-39 10yr5/6 none Ifs lfsbk mvfr gw 1vf .5 1.0 4 39-52 10yr6/4 none fs Osg ml cs .5 1.0 5 52-81 10yr5/3 map 7.5yrG/2 6/2 Sid Om mfr 0.0 0.0 Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >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 11/27/2011 715-247-2941 SBD-8330 (R07/00) Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 7 W.V.E. Page 2 of 4 Boring # Boring Pit Ground surface elev. 94.82 ft. Depth to limiting factor 30 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#t •Eff#2 1 0-9 10Yr4/3 none Ifs 1fsbk mvfr 6 2m,2f .5 1.0 2 9-20 10yr6/3 none Ifs imsbk mvfr gw 2f,ivf .5 1.0 3 20-30 10yr4/4 none sl 2msbk mfr gw lvf .6 1.0 C/o 4 30-41 7.5yr4/4 5yr6/2 sicl 3msbk mfr gw ivf 4 6 5 41-68 10yr6/3 m3p 5yr6/8 sicl imsbk mfr .2 .3 7.5 r6 2 Boring # [I 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 •Eff#2 ❑ 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#t 'Eff#2 i * 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 (8.07/00) SdwT t SON TesOng, Inc. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering Thomas J. Schmitt, CST 227429 Address: P.O. Box 2143 1595 72nd St. City, State, Zip: Ell Granada, CA 94018 New Richmond, WI 54017 Phone: 71 60-1978 Subdivision: Whisper Valley Estates s~naa, Lot No.: 7 Date 027 Legal Description: NW1/4 SW1/4 S29 T30N R19W Backhoe Pit Township, County: St. Joseph, St. Croix County ♦ Bench Mark 1 El. 100.00' Top of 1" pvc pipe O Bench Mark 2 El. 100.53' Top of 2" pvc pipe Slope= 18% Contour Line El. 99.30' Contour Line Length 88' its 40' IN i / B 7occ2 q /7e~ ®4z This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirement. The location the evaluation was completed may or may not be suitable for your use and a new area may have to be evaluated. ~f O(~(~~ ❑ 941. j/ "X' W4 EST 1) LINE SECTION 29` EAST- f~ uv /t 'ii s f f /.r/ / eV f y,~t 1r x"_ x f ' J NOW41'01'E 1120 f ,x ! i \ 3 l a x 5r{9'/- X/ f ~ f 1 f f //~~C~~~(( f f 97/ { e~ ° ~o - 7 ry^~ ► 1 £ f ; l l 1 / f 976 / / 127.0 ~4 { 1/ ( }i 1 (f { a x 9 / , 843 1r / ` i(~Eir + '97 I NOT~,\ x { / ot/ r t i t ©a// f f f f` 92 977 f 16 /may / /y xt x # , / ; r / l i " x j a ,f! - i f \/f, f t E F / l'j•,d• fr Oil -p40.7 { ' } 3 3 t 97 .6 ' x t t >o €t /.1ti 967.3 \ \ / 1 ; } ~ / ~ , ~ / ~ ~ f .rte ~ 3 \ ( j' 939.8 a _ _aOVA % 8,9 ~k 9 56 77 t \ 5p}r t t r / 57.6 t ; ~ \ ~l,~r ,fit ~ f•' 1 / # ~ F, ~ / / ~ / .t/ I,~ t [ r- , " jl/l~ ✓/l ( ( v /.~iy/1 rlLr.xr c t ~S V`~ ; .W`fr/lf >P . # ...r~r1.f;!//1 irrr:/ir~rr t -l ! ~r ri~r~ r 7Q a -)fl i' t ~ 1 r 'i,' .ice./yf,hr. 1` , 195: - ' ~ v,,, ~~t~'~..a. .y~ f/{~%7 ~T f f~€f~~.l.i ','..:>,.~~iif ~ f'''~ \ ( ' . } r 9E Xl 1,159 -900. Or . r rY r~c`r r i r~i r t ' 2-9 HWE LB0.=902.0 \ 7ir.7r~/r furs rr.i.r ../ii ` 1 . zr f rr229'= '$89°23`29-1N 732 X 915..3 X 3 \ 902: le x 897.1' . 1 ` go7` \ [~04 1 i=6 0~ 1 1 1 1 / INFILTR LOTS 3,45,11 X 903. INSTALL AN GAFOEN €E 99.x LOCAPON X 4 SEE PF0TB AMMON&