The URL can be used to link to this page

Home My WebLink About020-1032-80-000 (2)Wisconsin Depart f rvices ' Division o(Indy SOIL E e ORT 1,� in accordance with SPS 385, Wis. Adm. Code CST -do 13_/oa #3324 Page 1 of 3 Keith Stoner CST ntY Attach plate �eplailyoih han 8%x 11 inches in size. Plan must County Coun St. Croix include, ut not fix, : horizontal reference point (BM), direction and percent mansions, north arrow, and location and distance to nearest road. parcel I.D. 1Y10 32 0 000 Please print al! information. Re Date ' ey Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2 f� Property Owner Property Location ✓1 Fredrice Nord Govt. Lot SW1/4, 1/4, S17, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Nam or CSM# 958 Trout Brook Rd I City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Hudson WI 1 54016 1 Hudson I Same ❑ New Construction use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ® Replacement ❑ Public or commercial -Describe: Parent material Sandy Outwash Flood plain elevation, if applicable NA ft. General comments Propose one 3 x 134' dispersal cell centered over the approximate 98.76 contour with a system elevation = 94.75'. and recommendations: Boring # ❑ Boring F1 pit Ground surface elev. 99.08 ft. Depth to limiting factor >94 in. Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description ,Texture Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ft' -Eff#1 `0112 1 0-6 7.5YR2.5/2 - Is ifgr mvfr cs 3f-oo 0.7 1.6 2 6-21 7.5YR3/4 - Is Osg ml gs 3f-M 0.7 1.6 3 21-30 7.5YR4/4 - Is Osg ml gs 2f-oo 0.7 1.6 4 30-39 5YR4/4 - gr s Dsg ml gs 2f-m 0.7 1.6 5 39-94 7.5YR5/4 - srs ml - - 0.7 1.6 T Z .725 Boring # ❑ Boring ® pit Ground surface elev. 99.09 ft. Depth to limiting factor >106 in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Texture Munsell Qu. Sz. Cont. Color ! Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ft= 'EB81 'Eff#2 1 0-6 7.5YR2.5/2 - Is ifgr mvfr cs 3f-m 0.7 1.6 2 6-24 7.5YR3/4 - is Osg ml gs 3f-co 0.7 1.6 3 24-34 7.SYR4/4 - Is 099 ml gs 2f-oo 0.7 1.6 4 34-106 7.5YR5/4 - srs Osg ml 2f-co 0.7 1.6 t ri ,D Z.b 'Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L tfluerd #2 = BOD5 <30 mglL and T5S < 30 mg/L CST Name (Please Print) Signature: CST Number Keith Stoner (UMW 224059 Address Keith Stoner CST Date Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren, WI 54872 6/7/2018 715-566-0900 SBD$330 R01/13) Property Owner Freddoe Nord Parcel tD # 020-0132-80-000 Page 2 of 3 3 ❑ Boring Boring # Pit Ground surface elev. 98.00 ft. Depth to limiting factor >97 in. ® Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox !Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' 'Etf#1 'EffA2 1 0-3 7.5YR2.5/2 Is ifgr mvfr Cs 3f-m 0.7 1.6 2 3-6 7.5YR3/4 - Is Osg ml gs 3f-Co 0.7 1.6 3 6-12 7.5YR4/4 gr Is Osg ml gs 3f-0 0.7 1.6 4 12-27 7.5YR4/4 - s Osg ml gs 2f-m 0.7 1.6 5 27-97 7.5YR5/4 srs Osg ml - 0.7 1.6 I' F-IBoring ❑ Boring q I # pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth in. Dominant Color Redox Description Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfiV 'Eff#t -Effa2 F-I❑ Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth in. Dominant Color Redox Description Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' 'EffFt 'Eff#2 417113 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mgA. ' Effluent 02 = GODS - 30 mg/L and TSS -s 30 mgA. Page 3 of 3 0 20 40 Gmphic Beale (Feet) 1 inch = 40 It Proposed Cell CIL Elevation Data B# I = 99.08' B#2 = 99.09' B#3 = 98.00' Top of Tank Cleanout = 100.55' Proposed Tank Grade = 99.02' Bldg. @ Home = — 96.63' Grade @ Dry Well = 98.62' Dry Well S.E. = 93.62' BM= Bottom of Sidng S.E. House Corner ;,E HRP=Same - ASSUMED ELEV. = 100.00' ' = Backhoe Pit Soil Test Site Plan For: Frederice Nord Parcel in SWi/4 - NW1/4 Sec. 17 T29N-R19W Town of Hudson - St. Croix County 443' 1.70 Acre Parcel P/L Brushy Slope 98.00' 13% 98.50' ' B # 3 99.00'1 Site is open yard. Three Bedroom Home 1 2 BM Garage • WEL D O B # I Dy Well 0 Existing Septic Tank Proposed Septic Tank FN# 958 Trout Brook Rd. P/L June 7th, 2018 Keith E. Stoner CST# 224059