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Home My WebLink About040-1316-11-000 (2) Wisconsin Department of Commerce SOIL EVALUATIO fAjL_q Page 1 of 3 Division of Safety and Buildings In accordance with Comm 85, County - Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St. Croix Include but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. Percent slope,scale or dimensions,north arrow,and BM referenced to nearest road. O4O- RB "lease nr*nt all Reviewed D Personal information you provide in ay be ses vary Law,s.15.04(1)(m)) / <MAO Property Owner Property Location G&L Land Development, nc. Q Govt.Lot SE ti, SW v< s 5 T 28 R 19W E(or)w Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# W12491 890''Ave. ST CROIx COUNTY 11 Cedar Woods City State I Zip Code Phone ❑City ❑Village 0 Town Nearest Road River Falls WI 54022 715-386-2928 1 Troy Coulee Trail/FF 0 New Construction Use: 0 Residential/Number of Bedrooms Code derived design flow rate GPD ❑Replacement ❑Public or Commercial—Describe: Parent Material Flood Plain elevation if applicable ft. General comments and recommendations: B-1 was completed during the preliminary soil assessment on July 22,2005. The lot lines were not clearly marked during completion of the final soil assessment. Sufficient area is available for installation of the POWTS,however the plumber prior to installation of the system must confirm the location of the lot line. Q / AJ 6 r er�t-G- (�l.a,N•� ('e,4P�ti I e � �-- 5G L Boring# ❑Boring U ✓ =4ao 0 Pit Ground Surface Elevation 100.5 ft. Depth to Limiting factor 31&1130 in. Soil Apglication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10YR3/2 None SL 1-f-gr dsh gw 2f 0.4 0.7 2 10-20 10YR3/2 None SL 1-co-sbk dsh gw 1f 0.4 0.7 3 20-31 10YR4/4 None LS 0-sg dl gw 1f 0.7 1.6 4 31-93 10YR4/4 None SL 1-c-sbk dh ai None 0.4 0.7 pockets 31-93 10YR4/4 C-2-d 10YR4/6&5/3 SCL 0-m mfr - None 0.0 0.0 5 93-130+ 10YR5/4 None S 0-sg ml - None 0.7 1.6 ❑ ❑Boring 2 Boring# OPit Ground Surface Elevation 100.3 ft. Depth to Limiting factor >135 In. Soil Aoolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10YR3/2 None SL 2-f-sbk mfr gs 2f 0.6 1.0 2 14-27 10YR3/3 None SIL 2-m-sbk mfr gs 2f 0.6 0.8 3 27-41 7.5YR4/4 None S 0-sg ml gs 2f 0.7 1.6 4 1-135+ 10YR4/4 None S 0-sg ml - None 0.7 1.6 *Effluent#1=BOD5>30!s 220 mg/L and TSS>30:5 150 mg/L •Effluent#2=BOD5 <_30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature CST Number Mark Iverson - 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 December 20,2005 715-796-5664 A Property Owner G&L Land Development, Inc. Parcel ID# 040-1022-70-000 page 2 of 3 ❑Boring 3 Boring# Elpit Ground Surface Elevation 96.8 ft. Depth to Limiting factor >120 min. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 10YR2/2 None SL 2-f-gr mfr gs 2f 0.6 1.0 2 12-21 1 10YR3/3 None LS 0-sg ml gw if 0.7 1.6 3 21-40 10YR4/3 None LS 0-sg ml cw if 0.7 1.6 4 40-120+ 10YR4/4 None S 0-sg ml - None 0.7 1.6 ❑Boring 4 Boring# 0pit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Aoplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 a Boring# ❑Boring 0pit Ground Surface Elevation A. Depth to Limiting factor in. Soil Aimlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *EfF#2 Effluent#1=BODS>30:5 220 mg/L and TSS>30:5 150 mg/L 3 Effluent#2=BODS S 30 mg/L and TSS_<30 mg/L 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. Site Diagram oft. 24 ft. 40 ft. soft. Page 3 of 3 Will, � � —� �_ Ir (-Z LOT I I " ji Ilk SA il o B- 96.8' B-1 100.5 B-2 BkV1-Top of 1 PVC Pipe 4013,01 Lot Lines BM#&Description Elevation 7W = Bench Mark Boring Location &Elevation House and well location to be determined Owner: G&L Land Development Inc. Site Information: Completed By: Mark Iverson, PSS#197 W12491 890th Street SE 1/4, SW1/4, S5, T28N, R19W 680 Larcom Street River Falls, WI 54022 Town of Troy Hammond, Wl 54015 St. Croix County 715-796-5664 Phone: 715-386-2928 CST#46672