Loading...
HomeMy WebLinkAbout026-1168-40-000 (2) RECEIVED Wisconsin Department ofComm SOIL VALUATION REPORT Page 1 of 3 Division of Safety and Buildings N O "11i ci W3Grr► 85, Wis. Adm. Code county St. Croix Attach complete site plan on p n in size. Plan must ) l_ 9-7 IrWLJ irmlrl@, 1?lrt.n4tlirn_~d t4: Y&. ' a_ M), d1we0on and Parcel I.D. (l/ yy~~ pp~~ percent slope, scale or dimensi istance to nearest road. ,t~ Please print all information. Rev' b Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). d-6 Property Owner Property Location Richard/Robert/Loren Derrick Govt Lot NW 1/4 NE 1/4 S 22 T 30 N R 18 (or) W © Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1310 Hwy 65 40 Pond View Meadows IIL city State Zip Code Phone Number ity Village Town Nearest Road New Richmond WI 54017 ( 715-246-5425 CTH G __4 Richmond El New Construction Use Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD 0 Replacement Public or commercial - Describe: Parent material Loess over outwash sand and till Flood Plain elevation if applicable R^ ft. General comments These are massive soils with the need for extremely careful installation techniques of the system being used by the and recommendations: installing contractor. My recommendation would also be to consider a pre su~iaed systee he effluent can be dosed over the entire distribution area. Not req ' ed, but recommended. This site is suitable for a below grade conven ' stem. ❑ Boring # Boring a Pit Ground surface elev. 106.15 ft. Depth to limiting factor >84 in. Soil Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/ft° in. MunseN Qu. Sz. Cont. Color Gr. Sz. Sh. -E-01 "Eff#2 1 0-9 10yr3/3 - sil 2mgr dsh cw 2f .5 .8 2 9-23 1 4/4 sil 2msbk dsh cw if .5 .8 3 23-29 7.5yr4/4 sl lmsbk dsh cw - .4 •6 4 29-46 7.5yr4/4 is lmsbk ds cw - 1.2 -84 5yr4/4 - sl 0m dsh 3 .5 2 Boring # Boring 102.40 >81 El pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-9 10yr3/3 - sil 2mgr dsh cw 2f .5 .8 2 9-23 1 4/4 sil 2msbk dsh cw if .5 .8 3 23-30 7.5yr4/4 - sl lmsbk dsh cw _ .4 .6 4 3045 , yr 474 - is lmsbk ds cw - 1.2 5 45-81 5yr4/4 sl Om dsh - .3 .5 I Effluent #1 = BOD > 30:S 220 mg/L and TSS >30:S 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg1L CST Name (Please Print) Signature CST Number Thomas C Nelson < 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10/31/03 715-246-2454 y Properly Owner Derrick Parcel ID # Page 2 of 3 3 Boring # Boring 108.55 >83 El pit Ground surface elev. ft. Depth to limiting factor 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 'Eff#2 1 0-10 10yr3/3 - sil 2mgr dsh cW 2f .5 .8 2 10-16 1 4/4 sil 2msbk dsh cW if 5 .8 3 1643 7.5yr4/4 - sl om dsh cW - .3 .5 4 43-60 7.5yr4/6 - s Osg dl cW - .7 1.2 5 60-83 5yr4/4 - s1 Om dsh - - .3 .5 a Boring # P 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 GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `EfF#1 'EfW ❑ Boring # HBoring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rabe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ` Effluent #1 = BOD, > 30:5 220 mg/L and TSS >30:S 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg& 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 608-2648777. SM-8330MM (R.07Po0) POND VIEW MEADOWS II LOT 40 80' Nort SCALE 1'=30' BM1 TOP OF IRON PIPE 100.00' BM2 TOP O CONDUIT 102.55'0 BM3 TOP OF IRON PIP 106.00' 1 B1 106.15' L~rrnW B2 B2102.40' 83108.55' 142' 1.6 ACRES 65' 4% SLOPE M1 125' LOT ORNER B1 1 ~ B T 227' O W N 104' R 108' 106' 100' O A D THOMAS NELSON 227387