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Home My WebLink AboutCST-2023-121 008-1076-80-000Department of # ss Safety and SOIL EVALUATION REPORT P S Y in accordance with Comm 85, Wis. Adm. Code Page 1_of 4 Professional Services LP Z D Schmitt Soil Testing, Inc. 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 - --- - - ---- - -- -- - ------ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I D. 008-1076-80-000 Please print all information. Review By Da Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). /� Property Owner Property Location Albrigtson, Josephine Govt. Lot SE1/4, SE1/4, S26, T28N, R16W k # � Subd Property Owner's Mailing Address Lot # Bloc. Name or CSM# 2578 10th Ave. NA 40 Acre Parcel City State Zip Code Phone Number City 1 Village Town Nearest Road Woodville I WI 54028 715-698-2005 Eau Galle Cty Rd B New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till ( Vlasaty Silt Loam) - - Flood lain elevation, if applicable NA ft. -- p PP General comments Area is suitable for a mound system. System elevation is 99.95' based off the c ntour line established at 98.45'. Depth to limiting and recommendations: factor is 18". Slope of the area is 17%. Boring �, Boring # Pit Ground surface elev. 98.45 ft. Depth to limiting factor - 22 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell � Redox Description Qu. Sz. Cont. Color Texture Structure Consistences Boundary Roots GPD/ft2 Gr. Sz. Sh. •Eff#1 •Eff#2 1 2 0-19_- 9-22 10yr3/2 10yr5/3 none sl 1 2mgr mvfr as mfr gw mfr ---- 2f,2vf lf,lvf ------ 0.6 1.0 none sl 2msbk F-oo-. 1.0 3 22-36 7.5yr4/4 c27.5yr5/87 7 Syr6/2 grscl lmsbk 0.3 F2 ]Boring # Boring Pit Ground surface elev. 98.45 ft. Depth to limiting factor --21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 •Eff#1 •Eff#2 1 2 3 4 0-7 7-21 121-24 24-36 10yr3/3 10yr5/3 7.5yr4/4 none none c2d 7.r5/85y 7.5yr5/2 c2d 7.5yr6/8 7.5yr6/2 sl 2mgr 2msbk imsbk imsbk mvfr mfr � mfr mfr as gw gw 2f,2vf i lf,lvf ------ 0.6 1.0 sl sl 0.6 0.4 1.0 0.7 7.5yr5/4 grsl ---- ------ - 0.4 - 0.7 Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature r CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 4/25/2023 715-760-1978 SBD-8330 ill 07/00) Property Owner Albrigtson, Josephine Parcel ID # 008-1076-80-000 Page 2 of 4 3 ]Boring L] Boring # Pit Ground surface elev. 95.80 ft. Depth to limiting factorCI:8:: in0Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft= 'Eff#1 •Eff#2 1 0-8 10yr3/3 none SI 2mgr mvfr as 1m,1f 0.6 1.0 2 8-18 10yr5/3 none sl 2msbk mfr gw 2f,2vf 0.6 1.0 3 18-23 7.5yr4/4 c2d 7.5yr5/8 7.5yr5/2 9r51 lmsbk mfr cs - - - 0.4 0.7 4 23-36 7.5yr5/6 c2d 7.5yr6/6 7.5yr6/2 9ris Osg ml ---- ------ 0.7 1.6 (- Boring Boring # [—I Pit Ground surface elev. ft. Depth to limiting factor 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/ft2 "Eff#1 'Eff#2 F-1 I-] Boring 17 Boring # Pit Ground surface elev. ft. Depth to limiting factor 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' •Eff#1 "Eff#2 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODS < 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. SBA-8330 (RW/00) Schmitt Soil Testing, Inc. 796' ± 1 16' 299' 10011, BM 1 98' 294' NORTH PROPERTY LINE 5 9' 8' 403': Conducted for: Josephine Albrigtson 2578 10th Ave. Woodville, WI 54028 P I D: 008-1076-80-000 lit 40' SE1/4 SE1/4 S26 T28N R16W 52' Town of Eau Galle Conducted by: 200' Thomas J. Schmitt CST 2274-419 294' 4-25-2023 BM 2 SEE PAGE 4 of 4 FOR FULL VIEW OF 40 ACRE PARCEL 100' 98 96' B 94 j 7% ,• j j ' SLOPE •/.� L'NTOUR LI E �• �• j Bs BM 1 100.00' Top of 2" PVC Pipe 0015% BM 2 105.05' Top of 2" PVC Pipe 96''' '•/• SLOPE "'• •�. Contour Line El. 98.45' Contour Line Length 90' 94' SLOPE R/W St Croix County, WI Legend Lakes and Povers Rivers and Streams D- 1--1 Conveyance Division 0 20 40 6011 DISCLAIMER This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. „1- 7„F„ I 1 " 200' 10TH AVE RIVEWAY NTRANCE W-I St Croix County, WI Legend Tax Parcels Lakes and Rivers Rivers and Streams i 0 100 200 300fi DISCLAIMER, This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibiUty of the user.