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HomeMy WebLinkAbout004-1004-30-000Wisconsin Department of CommerolliY J G 02 2019 SOIL. EVAUJTION REPORT Division of Safety and Buildiltgs t In accordance with Gomm 85, Wis. Adm. Code C5T o)0)q _ 1'�>' Page 1 of —L County Attach complete site plan on paper not ha" PfWan 0 V2 x 11 iabhes in size. Plan must include, but not limited to: V6f1Tca aT nd_hiorizontal reference point (BM), direction and parcel I.D. fop 4 St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road A _ 4= F004-30-000 Please print all intonation. Rev' by Duarte G Personal information you provide may be used for secondary purposes (Privacy Law, a. 15,04 (1) (m)). Property Owner Property Location Gary Aocola Govt. Lot SW 1/4 114 2 T 28 N R 15 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Na or CSW 553 31 Oth street - - part of 36 acres parcel tyState Zip Code Phone Nu ityvillage ■Town Nearest Road Wilson WI 1 54027 ( 7)5-308-2180 1 Cady 31Oth street New Construction Use(q Residential / Number of bedrooms 4 Code derived design flow rate GPD Replacement Public or commercial - Describe: _ _ NA Parent material _ Loess cap over till Flood Plain elevation If applicable General comments Install on the design contour (100.5) , 6' x I OO' cell , with 1.5' sand up -slope edge / use basil loading / .8 after and recommendations: 12" sand , El Boring # ❑ Boring Pit Ground surface slev. 100,5 ft. Depth to limiting factor 20 in. Snit Annl4rolirvi Reies Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD 'Eff#1 "Eff#2 1Ap 0-4 1Oyr3/3 sit 2fgr mvfr cs 2f .6 .8 2Ap 4-11 1 Ov r3/4 sit 2fsbk mvfr as 1 IF .6 .8 3E 11-20 I 0yr5/3 sit 2msbk mvfr gs I IF .6 .8 413t 20-26 1Oyr4/6 flf5y6/3, IOyr6/2 sit _ - - - - 5C 26-30 IOyr4/6 c2p5yr,10yr612 sit 6C 30+- Syr High density bulk till scl E Boring # Boring 100.5 18 Q Pit Ground surface eiev. —ft. Depth to limiting factor in. SnN Annlir7of4w Rafo Horizon Depth in. Dominant Color Munselt Redox Description Qu. Sz, Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlfF 'Eff#1 'Eff#2 1Ap 0-4 1Oyr3/3 sit 2fgr mvfr cs 2f .6 ,8 2Ap 4-12 10 r3/4 sit 2fsbk tnvfr as 2fllm .6 .8 3E 12-18 1Oyr5/3 sit 2msbc mvfr gs If .6 .8 413t I9-24 1Oyr6/4 11f5yr513, 10yr6/2 sit 5C 24-30 1Oyr6/4 c2p5yr, I Oyf6/2 sit - - - * Effluent #1 - BOD > 30 < 220 mWL and TSS >30 c 150.lrt k" " EM#4r4 #2 z BOD s 30 nVL and TSS 5 30 mot CST Name (Please Print) Signa._, ) CST Number Lewis Biork . ' V "` 253976 Address Note Evalustlo Conducted Telephone Number E7818 County E Menomonie WI 54751 5-21-20I 8 715-231-7375 Property Owner Gary Accvla [T31Boring # Boring Ground surface elev Parcel ID # 044-1004-30-000 98.5 ft. Depth to limiting factor Page 2 of 3 19 in. Snll Anntiratirrr Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff "Efl#l1 'Eff#2 I Ap 0-5 10yr3/3 - sit 2fgr mvfr CS 2f .6 .8 2Ap 5-10 1 10 r3/4 - sil 2fsbk mvfr as 2f .6 .8 3E 10-15 1 0yr5/3 - A 2msbk mvfr gs I f .6 .8 4Bt 15-19 10yr6/4 - sit 2msbk mvfr gs If .6 .8 5C 19-24 10yr6/4 c2 5yr,IOyr6/2 sil 0 - - - - - F-1 Boring # ' Boring Pit Ground surface elev. ft. Depth to limiting factor in. Cnd dnnlvn4inn Oeln RedoxDesc�ption---M��MMM�c3,;iCI Qu. SZ. Cont. Color U Boring #R Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil AoDlicatian Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff "Efftl 'Eff#2 ' Effluent #1 = BOD, > 30 _< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS :S 30 mglL 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. Sa©-8330Tea (ROV00) 1 a, Coo: �r CHECK BOX A5 hyPIJCA9lE. CHECK BOIL ASIcon F: SOIL EVALUATION Scale or imenS on 0, SYSTEM PAGE 2 OF SITE MAP__________________��___.._-_. LOT PLAN PROJECT NAME: Treatment dispersal cell DESIGN FLOW: 600 rm 8018) Gary Accola -- theme scale 1 " = 30' Attach design now calculations for commercial plans. aROrECr ADDRESS: 553 31Oth Street Wilson wf Pire Meterial 1 AST Standard (Tables 384.303 & 384.3M) I V gente,y Sewer: 4" sch 40PVC eM �tymba..$> BM Eiev,: .� 1 Q4 FT Force Main: 2" sch 40 PVC Bm Descripwn. _Top oon_crete cover over effluent filter Slope OradlerR 9iJ Bakst rFyth by IMPORTANT: Sl Tested �: ( 8 wall Symbol (If apptkable): Q dreMN a arrow Sho ground elevation wntours at sultablw lnlervata. e, -5v ac "I # � A G 11ry l atT" l ��0` LM r 2� �I, 17 zAn> `0ox1.S 17 IA mov"d ce x r i ��-Y 145 SANG► i 4 CwT Ct �acWtO Ap- r f A 10 0so x r 25 V logs' = &.4