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HomeMy WebLinkAbout020-1117-30-000 (3) cs --a`,17- Wisconsin I rofessional Services Division oft a~~If aril „ juN 2 7017 SOIL EVALUAT REPORT Page I of 3 in accordance with SPS 383 is. COUKY Attach co C ' oUC than 8 1/2 x 11 in ST. CROIX inctu t : ve ca an horizontal reference poi Parcel I. 20 -1117 - 30 - 000 percent slope, scale or dimensions, north arrow, and loc- nearest road. Please print all informaaa Revie by Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z Zc3 Property Owner Property Location 4000, NEAL S. & KAREN M. TRUST JOHNSON Govt. Lot 1/4 1/ S I T 29 N R 19 E (or) W Property Owner's Mailing Address Lot # Block # Subd. N e or CSM# 892 Willow Ridge I W Willow Ridge Addition City State Zip Code Phone Number ity Village ■ Town Nearest Road Hudson, WI 54016 ( 715) 386 - 3161 'W'92- Willow Ridge 1 Hudson ® New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD El Replacement E]Public or commercial - Describe: Parent material sandy Flood Plain elevation if applicable N A ff. General comments Pit conducted to verify soils for the replacement area. Conventional In-ground trenches 0.7 loading rate and recommendations: system is being designed as a 3 bedroom w/an affidavit to be recorded on the deed. Site is limited. Added 2 hand borings per yan Yarrington to cover replacement area. 1❑ Boring # 0 Boring - El Pit Ground surface elev. 98.80 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eft#2 1 0-19 fill 2 19-53 I OYR3/4 - sicl 1 fabk mfi cs 1 of--m 0.2 0.3 3 53-100 10YR5/4 - s Osg dl 0.7 1.6 F2 Boring # E]Boring 9.00 + 5 a~ 8 n Pit Ground surface elev. ft Depth to limiting factor in. ti Soil Application Rate Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 1OYR2/2 A Ifsbk ds 0.6 1.0 2 10-48 10YR3/4 - sicl 1 f-mabk dh 0.2 0.3 3 48-98 1OYR5/4 s Osg dl 0.7 1.6 Effluent #1 = BOD > 30.!E 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Stgnat CST Number MARY JO HUPPERT Hollister's Soil Testin &Desi n ✓ 224832 Address __,/Date Evaluation ducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 05 - 31 & 0,6 - 15 - 2017 715-426-1775 SBD-8330 (ROT13) r Properly Owner JOHNSON, Neal S.& Karen M. ParcetID # 020 - 1117 - 30 - 000 Page of 3 F3 Baring # Boring p Pit Ground surface elev. 98'0 ft Depth to limiting factor >98 / in. Soil cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-12 10YR2/2 - sl lf--msbk ds 0.6 1.0 2 12-46 l0YR3/4 Sid ] f--mabk dh 0.2 0.3 3 46-98 10YR5/4 s Osg dl 0.7 1.6 ❑ Boring # P Boring Pit Ground surface elev. ft . Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2 H Boring a 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/ff2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 15) mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L SM4330 IRO-1I3) ' Plot Plan Page Fof . _ Property (honer Akp, L. s. K,-Apw IVWXt J oryNSOn/ I"= 4D ft. Legal Description L bT /S. W ! (_Low ~j IDr A DD~• (exc pt where noted l _.%c. 1a, TZgN, K !4 WI -rDWAI o~ H.tt G 5©dl, sr cRo, x c o u nrrf1 = Backhoe pit SqZ W rum ~Z t North I~ t ~s FspPoo P ~ ,,*r. ~Rr q \ /tee _ "~f 3 36 [vU.:eD~QM_ . Site Location: SI