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HomeMy WebLinkAbout030-2008-30-000 (2) Wisconsin Department o ty and Professional Services _ °M 07ZJCA9ISQWA8 1 ` 3 SOIL EVALUATION REF -me of ~c . } L in accordance with SPS 383, Wis. Adm. Code G County ST. CROIX Attach V(paper not less than 8 1/2 x 11 inches in size. Plan must inclu tSutYtd Lq0pWcjl4Tnd horizontal reference point (BM), direction and Parcel I.D. 30 - 2008 - 30 - 000 FFVs or dimensions, north arrow, and location and distance to nearest road. Please print all infonnation. Re ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l) (m)). ;Z Z 7// Property Owner Property Location ffEl MATTHEW R. & ANNE M. MAXWELL Govt. Lot NW 1/4 NW 1/4 34 T 30 N R 19 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1279 60th Street 4 Vol. 03, Pg. 758 City State Zip Code Phone Number []City ®Village own Nearest Road Hudson, WI 54016 ( 952 ) 500 - 2268 I -J~ 60th Street n Useo Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD EIReplacement © Public or commercial - Describe: P;arpnt sandy/alluvial/till Flood Plain elevation if applicable N1A_ ft. General comments Conventional In-ground trenches 0.6 loading rate (shallow trenches with soil cover on trenches) and recommendations: za A11;4- (Not the reddish santiago soils discovered in system area) 0, O d~- Boring # ® Boring ElPit Ground surface elev. 90.63 ft. Depth to limiting factor 58 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 7.5YR2.5/2 sl 3fabk mvfr cw 3vf-co 0.6 1.0 2 5-16 7.5YR3/3 A 2fsbk ds cw 2vf-co 0.6 1.0 3 16-38 7.5YR3/4 - is Ifabk dl cs lvf--co 0.7 1.6 4 38-58 7.5YR4/3 sil 2fabk mfr cs Ivf-co 0.6 0.8 5 58-68 7.5YR4/4 f2f7.5YR4/6&l0YR6/2 sil If-mabk mfr lvf-f 0.4c 0.6 some gr; 1 boulder. Boring a Boring # ® 83.43 54 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 7.5YR2.5/2 - sl 3fabk mvfr cw 3vf-co 0.6 1.0 2 5-18 7 5YR3/3 sl 2f-msbk ds cw 2vf-co 0.6 1.0 3 18-45 7.5YR3/4 is Ifsbk dl cw lvf-m 0.7 1.6 4 45-54 7.5YR4/4 - sicl 2fabk mfr cw lvf-m 0.4 0.6 5 54-58 7.5YR4/4 f2f 7.5YR4/6 cl 2fabk mfi 0.2 0.3 * Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg(L and TSS < 30 mg/L CST Name (Please Print) Si re CST Number MARY JO HUPPERT Hollister's Soil Testin esign) 224832 Address - Date Eval n Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 10- 14 - 2016 715-426-1775 SBD-8330 (807/13) / 2 of 3 Property Owner MAXWELL, Matthew & Amy Parcel ID # 030 - 2008 - 30 - 000 Page ~ 3 Borin # Boring 1 g 0 Pit Ground surface elev. 89.53 ft. Depth to limiting factor 58 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-7 7.5YR2.5/2 sl 3fa&sbk mvfr cs 3vf-co 0.6 1.0 2 7-23 7.5YR3/4 sl 2fabk ds cw 2vf-m 0.6 1.0 3 23-42 7.5YR3/4 1s lfsbk dl cw 2vf-m 0.7 1.6 4 42-58 7.5YR4/4 sil 2fabk mfr aw lvf--m 0.6 0.8 5 58-63 7.5YR4/4 c2f 7.5YR4/6& 10YR6/2 sil 1 fabk mfr 0.4c 0.6 orizon 2 has some gr. F] 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 H Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff 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 = BODS < 30 mg/L and TSS < 30 mg/L SBD-8330 (RO7 13) Plot Plan Page. oft Property Owner /i rvff tfet-i R. 9 -ANNE Al i`----j /KAYWEL-L I = 411 ft Legal Description % A, Cs/v\. v [6. -75 (except where noted) MIE A) W1/4; ~ 314, T P, ti Iii, -mtw OF :ST Packhoe pat j6SEP11, at. C RO, ~o~t,~};y, w►s msK • 01D5 J Z. 7 q U-44- 5-MEET North ?oaf.-30 coo i DtZtvs~+4 ~t Bt - ~R. 8 ' GXf5-Ffts<o-rMK_ M TOP 0 fRIM6 -rov' of paxcgt ~vkwN~ 9o•sr ry U 84.5 , 2 L3 $343 9p do e!--c'% DAI DF p,e, p ~ APPRax t4 :v ~jC15tfA16 bR~P~NFI~ct 11 ~7(tSTtA/6 Site Location: t o b` 3y h r AF -Ahli. _4 ETA ~ ~ ~ a ~ ~ v ~F Jr Al T, ,,gyp ~,LSe ~ t ~ N A 4 t ti )all JAV r ' 60,16 x QI L- 1 ~ kr~- } Cam. rJ, cn C