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Home My WebLink AboutCST-2024-070 038-1122-80-000Depart <<, I]EVALUATION REPORT #2319 s '. �;�� Safet and in acL�r ante with Comm 85, Wis. Adm. Code U Page 1 of� *' Professio I SerA'PR 3 0 2014 657_y�� 1 -�j�� Schmitt Soil Testing. Inc, County Attach complete site plan o s that 8'/Z x 11 i hes in size. Plan must St. Croix include, but not limited to: v 0#0eppe oint (BM), direction and - - --- - - percent slope, scale or dimensions, arrew,aad loca0 n and distance to nearest road. Parcel I.D. 038-1122-80-000 Please print all information. -- - --- - y'� Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). e BDat Property Owner Property Location _Albrecht, Simon &Becky, Mondor, Da Govt. Lot SE1/4, SW1/4, S30, T31N, R18W Property Owner's Mailing Address G Lot # Block # Subd. Name or CSM# 2694 Hwy 64 6 1 CSM 32-7207 City State Zip Code Phone NuRmbm City Village IF Town Nearest Road Emerald WI 1 54013 1 715-781-5085 Star Prairie 190Th Ave New Construction Use: Residential / Number of bedrooms 2 Code derived design flow rate 300 GPD Replacement Public or commercial - Describe: Parent material Glacial Till (Amery Sandy Loam) Flood plain elevation, if applicable NA General comments Area is suitable for a mound system. System elevation is 101.00' based off the contour line established at 99.90'. Slope of the area and recommendations: is 16%. Depth to limiting factor is 23". 1 Boring # �vxt-�Q�c vT ivicJfiU (pis/eck f &saA�IJ cwu ruvrxufiO-fix Vol Boring Pit Ground surface elev. 100.35 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth in. Dominant Color Munsefl Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistency Boundary Roots GPD/ftz Eff#t *Eff#2 1 0-7 10yr3/3 none sil 2mgr mfr as 2f,2vf 0.6 0.8 2 7-14 10yr3/4 none grsl 2fsbk mfr cs 2m,2f lm,lvf 0.6 0.4 1.0 0.6 3 14-22 10yr4/4 none scl 2msbk mfr gw 4 22-34 7.5yr4/6 none m2d 7.5yr6/8 7.5yr6/2 grsl grsl lmsbk mfr gw ----- 0.4 0.7 5 34-78 7.5yr4/4 Om mfr ---- ------ 0.2 0.6 FilBoring # Boring Ground 100.35 Pit surface elev. ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence, Boundary Roots GPD/ft2 in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-8 10yr3/3 none grsl 2fsbk mvfr as 2m,2f 0.6 1.0 2 8-16 10yr4/4 none grsl 2fsbk mfr gw 2f,2vf 0.6 1.0 3 16-23 10yr4/4 none grsl 2msbk mfr gw 1vf 0.6 1.0 4 23-35 7.5yr 7.5yr6/1r6/14/4 m2d /6 m 7d 7.56%2/8 grsllmsbk mfr as ----- 0.4 0.7 5 35-62 5yr4/4 grsl Om mfi ---- ----- 0.2 0.6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODS <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 4/18/2024 715-760-1978 SBD-8330 (R.07/001 Property Owner Albrecht, Simon & Becky Parcel ID # 038-1122-80-000 Page 2 of 4 Boring Boring # Pit Ground surface elev. 96.15 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Iconsistence Boundary Roots GPD/ft' in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 i *Eff#2 1 0-9 10yr3/3 none sl 2mgr I mvfr as 2m,2f 0.6 1.0 2 9-17 7.5yr4/4 none grscl 2msbk mfr gw 2m,2f 0.4 0.6 3 17-25 7.5yr4/6 none grsl 2msbk mfr cs 1vf 0.6 1.0 4 25-35 5yr4/4 ! m2d 7.5yr6/6 grsl lfsbk mfr gw ------ 0.4 0.7 7.5yr6/1 yr6/8 5 35-46 5yr4/4 7 5 m2d 7.55 2 grsl Om mfr as ------ 0.2 0.6 -- - - --- 6 46-62 7.5yr5/6 m2d 7.5yr6/6 girls Osg ml ---- ----- 0.7 1.6 7.5yr6/2 4 Boring # Boring Depth to limiting factor Pit Ground surface elev. 96.56 ft. 23 in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure (Consistence Boundary Roots GPD/ftz n Munsell Qu. Sz. Cont. Color Gr. Sz_ Sh. *Eff#1 -Eff#2 1 0-12 10yr3/2 none sll 2m g mvfr as 2m,2f 0.6 0.8 2msbk mfr gw lf,2vf 2 12-16 10yr4/4 none sicl 0.4 0.6 3 16-37 37-62 10yr4/4 10yr5/3 tone m2d 7.5yr6/6 sit sit 2msbk lmsbk mfr mfr gw cs 1vf ------ 0.6 0.4 0.8 0.6 4 --- 7.5yr6/1 m2d 7.5yr6/8 5 62-75 10yr6/3 i7 5yr6/2 sil Om mfr ---- ----- 0.0 0.2 Boring # F-1 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 I Structure Consistence! Gr. Sz. Sh. Boundary Roots GP_D/ft2 *Eff#1 *Eff#2 } * Effluent #1 = BOD5> 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. SBD-8330 (R-07/00) Schmitt Soil Testing, Inc. Conducted for: Simon & Becky Albrecht .2694 Hwy 64 Emerald, WI 54013 PI D: 038-1122-80-000 850 190th Ave. Lot 1 of CSM 32-7207 SE1/4 SW1/4 S30 T31N R18W Town of Star Prairie 7 2 5 29E 1"=60' Conducted by: Thomas J. Schmitt CST 227429 4-18-2024 150' 16' 200' A BM 1 98' � 100' \ 102' % \ 15% \ \ Slope 157' 203 B3 1' I f 16% 170'- i� -� Slope B2 r White Pale ui'ding BM 2 reen Pol Budding WELL Ba Existing Exisit ng 12' X 56T 1000 gal DraiMield septic lank BM 1 100.00' Top of 2" PVC Pipe BM 2 101.90' Bottom of steel siding at NW corner of the green pole building Contour Line El. 99.90' Length 84' RNV 190TH AVE Page 3 of 4 450' VICINITY MAP Page 4 of 4 • 'Wan tv*' r