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Home My WebLink About018-2015-00-002 Vii"nsin SOIL EVALUATION REPORT #1821 Department of Commerce in accordan Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8% x 11 inche size. Ian st St. Croix include, but not limited to: vertical and horizontal reference point dir and percent slope, scale or dimensions, north arrow, and location and di ce to ar road. Parcel I.D. C%~~' D(,, - Please p int aReM D Review y Date Personal information you provide may b used for secondary purposes (Priva Law, s. 1 4 (1) (m)). Property Owner JUN 2 2 2006 Property Location French Homes, Inc. Govt. Lot na SW1/ NW1/4, S3 , T29N, R17W Property Owner's Mailing Address ST. CROIX COUNTY Lo # Block # Subd. Name or CSM# P.O. Box 350 6 na Croix Hills City State ip Code Phone Number L City Village LFX] Town Nearest o Roberts WI 54023 715-718-2929 Hammond 190Th St 0 New Construction Use: Z Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD f Replacement Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 101.23ft based on contour line elevation 99.40ft. No deviation from site and recommendations: area with out first cont cting soil tester due to poor soil conditions. i J f~. 6d~s i tv 7 c co 3 Sa A., f W-1 F-1 I Boring # Z Ground surface elev. 98.00 ft. Depth to limiting factor 18 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 0-9 10yr3/2 none sil 2msbk mfr cs lvf .6 .8 2 9-18 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 18-36 10yr4/4 c2d 7.5yr5/6 scl 2msbk na na na .4 .6 Boring # Fil Ground surface elev. 98.00 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence FBoun4dary Roots GPD/W in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr lvf .6 .8 2 9-16 10yr4/4 none sic[ 2msbk mfr w na .4 .6 3 16-36 10yr4/4 c2d 7.5yr5/6 scl 2msbk na na na .4 .6 " Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Number CST Name (Please Print) Signature :r~ David J. Steel " r 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/6/2005 715-760-0347 SBD-8330 (R.07/00) Property Owner French Homes, Inc. Parcel ID # Pending Page 2 of 3 Boring # Ground surface elev. 99.40 ft. Depth to limiting factor 14 in. Soil Application Rate Fi X 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 0-8 10yr3/2 none sil 2msbk mfr cs 1Vf .6 .8 2 8-14 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 14-36 10yr4/4 c1d 7.5yr5/6 scl om na na na .0 .0 ❑ Boring # El 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 # 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 = BODS> 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 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel French Homes Inc. 994200 th St. CST-POWTSM SW1/4,NW1/4,S36,T29N,R17W Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Croix Hills Lot, 16 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe . = Alt Benchmark Ele. 100.00 ft O Top of 3/4" pvc pipe = Borings Boring Elevations BI = 98.00 ft I Yh B2 = 98.00 ft B3 = 99.40 ft B4 = 0.00 ft Wkic 1-14 A may' /J/ /f #1821 Department of Commerce r nce with mm 85, Wis. Adm. Code Page 1 of 3 Lnerence MLU TION REPORT Division of Safety and Buildl6gs Steel's Soil Service, Inc. County Attach complete site plan on paper not es in s ize. Ian must St. Croix include, but not limited to: vertical and f~t (~pA), di coon and , scale or dimensions, no percent slope Ai distan to nearest road. Parcel LD. Pendin Please prinReviewed B* C) ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location French Homes, Inc. Govt. Lot na SW114, NW1/4, S35, T29N, R17W Property Owner's Mailing Address Lot # / Block # Subd. Name or CSM# P.O. Box 350 : na Croix Hills City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Roberts WI 54023 715-718-2929 Hammond 190Th St ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 101.2 ft based on contour line elevation 99.40ft. No deviation from site and recommendations: area w-iffi oust Irst contacting soil tester a to poor oil conditions. i Goy 0 ;Ae. R BorinF-11 g # ❑ Boring ❑ Pit Ground surface elev. 98.00 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efw 1 0-9 10yr3/2 none A 2msbk mfr a ivf .6 .8 2 9-18 10yr4/4 none sid 2msbk mfr gw na .4 .6 3 18-36 10yr4/4 c2d 7.5yr5/6 scl 2msbk na na na .4 .6 Boring # ❑ Boring ❑ Pit Ground surface elev. 98.00 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfW 1 0-9 10yr3/2 none A 2msbk mfr a ivf .6 .8 2 9-16 10yr4/4 none sid 2msbk mfr gw na .4 .6 3 16-36 10yr4/4 c2d 7.5yr5/6 scl 2msbk na na na .4 .6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * E Punt #2 = BODS < 30 mg/L and TSS <_30 mglL CST Name (Please Print) ignature: CST Number David J. Steel - 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, W154002 12/6/2005 715-760-0347 SBD-8330 (8.07/00) Properly Owner French Homes, Inc. Parcel ID # Pending Page 2 of 3 Boring # Boring Pit Ground surface elev. 99.40 ft. Depth to limiting factor 14 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 0-8 10yr3/2 none sil 2msbk mfr a 1vf .6 .8 2 8-14 10yr4/4 none Sid 2msbk mfr gw na .4 .6 3 14-36 10yr4/4 c1d 7.5yr5/6 scl om na na na .0 0 ❑ 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/fV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t 'Eft#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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 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 (R.07/00) Steers Soil 5ervioe, Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel French Homes Inc. 994 200th St. CST-POWTSM SWl/4,NW1/4,S32,T29N,R17W Baldwin, Wl 54002 Lic. 4248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Croix Hills Lot, 16 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 98.00 ft yh B2 = 98.00 ft B3 = 99.40 ft B4 = 0.00 ft '144 le "I-V- "ZC 39 l . Isip wo "A ~ sY cas 9`}-~ 17_~. ` ♦ 225.04..` iJ] .W O . ; 15 `''r ♦ N 60Z22'47" w 403.1 T m P.M" ED JJRtO LLJ t V r, ,--~'J'~ ♦ N 00.22.4- "%W 403.T7: 510 ; l x-70• ,T, t \ %2 a ` = - 01 N. 199.69' - - W OI~i 1 \ (o 0 LL: u u: tO a I ICS QQ . f~ ZN Lo co c. r 6 Z t~ n 00t) a' a s /I= C) Cl <0 Lo 'Co w • tD1 N C6rZ / J C'-• ; 7 m f M N 't1J co GD n )n 1 dto Go - ' fG 11 P J 1 / f , Jr / 0 W M of I ~ ~ J • r \ t O r r JO X\ -jkl - - - - - - _w 1310 ~W 2613.04 - E N ORH TWEST 1 /4 1t0ccv~iV OWNED BY OTHERS r N a UNPLATTED LANDS AG. RESIDENTIAL o w 0 V ~ U 0 I Q F-- UTLOT 1 UNPLATTED LANDS <lZ 769 S.F. EAST LINE OF THE SW 1 /4 - NW 1 /4 Z zI 0.22 Ac. S 0097'02' E 1309.93' 472.05'N -171.89' 229.00' 225.00' m a a 66 0 146.00' m 00'51'58" W 684.05' - --N 00'02'29" W 625.89'-- m a / I / p E_ (01D, in LL N I Q 05 IR I N J/ ~ (n V I . aoirar v. uxa cn~ Q I I I j O 3 p I b I J v y V C" C,4 a M - m_zi I w 3 I I-N 00'17'02" W 318.24'- lo N C3 I E-+ a u zmu< I co m I m Q I °n m O Om I e of I a < ( I E- N V m OM Mi m I ro tmD w o a °O W .-7 I w Z m N~ I O f0 I N M M / m~Ym• i q.l (O I N a n ~ M I n /_i I m m n O 50I I 150 I- J z z o ` N 00'17'02" W 318.62' U ~ I\ I \IlmF ~ N U_ 3 ui 'e: I \ I \1 ` o L4 a o I z n I OD E- C) 4- 00 P, d c N O N M! ` 1\ 11 1 \ w 0 n I N II (I II M Uz-i Ml~et M O N o n I L 1 L J~ tal ;n o o O C/i (3 Q 225.00' s T w 00 N "M ~(~~~w~YrI}~l ~-rrSS 000''22'47" E 4 3.17 o F-QI REE co co to l U_ ¢ O M M \ f'~. cm~\ N 0022'47" W 403.17 \ O zl Z ~ a _ \ \ ~s~\s -2039= - -799.68= Z LLJ J Z .-1 Q \ '1a \ \ a a m 04 co Z F if \ \ 3 I I w o 0 ~v cV ~tjF \ 2 \ \ ~~m I ^Y~W LL Q \ \m , rn V ^I N lL of (n V co vi I < C14 o (gyp U 1 O0)N ~ m r3i ONNm m r M 50 I I n e, ' n O n I\ }}•I33'\ w m rn I m m -ji ' 'o C' 8 6 I plZ - Z 1 3 I N o I I I asm~i u°~oI _ n~ My w nnm of O ( ~ ~ N LL LL: o I1 V ~ w,6 N < ° o Lo Gi Q r-1 Q -0 OJZ I N'1 m! ml~N p U ZD_ Li w N - -EO Obi ED 0 m 1O ~5 ~ dti \ n p a O n O I co o ~M Oc Q o a co r 9 z 40• ,W ° __548.08'__ 3 z 678.52' 80100' 203.44= - Z 1306.52' n N 00'34'50" W 7306.60' n _ \ - - - - - - 1306.s2' 190TH STREET - M N 00'34'50" W 2613.04' R.A. (NORTH) WEST LINE OF THE NORHTWEST 1/4 UNPLATTED LANDS ON :t 'Ad 6L 81 1900e/u/8'5mva~_ivid 1VNIA\11,ld ivnud\f>~'s\otc iu\ee1-cbt\