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HomeMy WebLinkAboutCST-2023-238 010-1014-90-000i Wisconsin Departmt of Safyttyl�rldfrQfe�d2yI Servi s — • Division of Industry S rvices l�i1UU ll]] 11 '44 IUlCC3 SOIL EVALUATION REPORT St. Crc�,x County Community DevelojwKq@rd nce with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 010-1014-90-000 Please print all information. Review d b / Personal information vou orovide mav be used for secondary purposes Privacy Law, s. 15.040)(m)). C't�1-.2013 - 2-38 LTJ Property Owner Property Location: Wisconsin Landman LLC (Neil Hauger) Govt. Lot: NW '/4 SW /4 S 06 T 30 N R 16 W Property Address Lot # Block # Subd. Name or CSM# 1749 HWY 63 City State Zip Code Phone Number ❑ City ❑ Village W Town Nearest Road Emerald WI 54013 (612) 619-7062 1Emerald HWY 63 0 New Construction Use: ❑■ Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe. Parent material Loess/silty lacustrine deposits over sandy loam till (Freeon sil) Floodplain elevation if applicable NA ft. CZ0 N '�7 x) General comments and recommendations: Recommend minimum 20" sand -lift POWTS mound on 98.00 contour with 0.6gpolft2 loading rate. LF - 16" (Redoximorp ,c a ur 1❑ Boring # El Boring ❑■ Pit Ground surface elev. 97.35 ft. Depth to limiting factor 17 in. Snil Annliratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 I *Eff#2 1 0-8 1OYR 3/2 sil 3mgr mfr cs 3m-vf 0.6 0.8 2 8-17 1 OYR 4/4 sil 2f-mabk ds gs 2c-vf 0.6 0.8 3 17-25 1 OYR 4/4 f1d 7.5YR 5/8 & 10YR 611 1 2mabk mfr gs 2c-vf 0.6 0.8 4 25-39 7.5YR 4/4 f1f 10YR 4/6 & 10YR 6/1 sl lcsbk mfr gs 1m-vf 0.4 0.7 5 39-46 7.5YR 4/6 c2d 7.5YR 5/8 & 1 OYR 5/2 Is-sl Osg-Om ml-mfi 0.2 0.6 ❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 98.00 ft. Depth to limiting factor 16 in. .Snil Annliratinn Rats Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-6 10YR 3/2 sil 3mgr mfr cs 3c-vf 0.6 0.8 2 6-16 10YR 4/4 - sil 2fabk mfr gs 2c-vf 0.6 0.8 3 16-23 1 7.5YR 4/4 f1d 7.5YR 5/8 & 10YR 6/1 1 2mabk mfi gs 1 c-vf 0.6 0.8 4 23-38 7.5YR 4/4 c2d 7.5YR 416 & 10YR 5/2 sl l csbk mfi gw 1 m-vf 0.4 0.7 5 38-48 7.5YR 4/4 c2d 7.5YR 5/8 & 10YR 5/2 Is-sl Osg-Om ml-mfi 0.2 0.6 " t-rutipm ;;i = H(11) > :41 s YYtI mnl inn I tiff > :ill s 1 hll mn/l - Fttluent =F , = Hot ) 5 :ill mn/l and I tiff 5 :in mn/l CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.)�� 5d4 1330832 Address Date Evaluation Conducted Telephone Number W 11932 560TH AVE, Prescott, WI 54021 07/20/23 (651) 327-0074 SBU-13330 (H04115) ❑3 Boring # ❑ Boring 97.50 ■❑ Pit Ground surface elev. ft Depth to limiting factor 17 in. Cnil A— irn}inn Rnfo Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 `Eff#1 'Eff#2 1 0-7 10YR 3/2 sil 3mgr mfr cs 3m-vf 0.6 0.8 2 7-17 10YR 4/4 - sil 2fabk mfr gs 2c-vf 0.6 0.8 3 17-29 1 7.5YR 4/4 f2d 7.5YR 5/8 & 10YR 6/1 1 2mabk I mfr-mfi gs 2c-vf 0.6 0.8 4 29-37 7.5YR 4/4 f2d 7.5YR 518 & 1 OYR 5/2 sl 1 csbk mfi gw 1 m-vf 0.4 0.7 5 37-50 7.5Y R4/4 c2f 1OYR 4/6 & IOYR 5/1 sl Om mfr-mfi 0.2 0.6 4❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 "Eff#2 5❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annlir�finn R�to Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 `Eff#1 'Eff#2 Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Bechel © 2023 Advanced Certified Soil Tester: 1330832 Environmental LLC. Designer of Engineering Systems: D 2263-7 All rights reserved. P/L P/l P/L **Well to be located >50ft from soil treatment area & >25ft from tanks** "All property lines not O Benchmark SYSTEM NOTES drawn are > 100ft from Septic Tank: system" 1 Soil Boring N P/L SCAIA 725' 0' 5 O'l Pump 7 ank: i BM 1 = 100.00 Top nail in 32" Oak - Tree (22" above grade) line **Soil test completed for future ------------- — - - - - - -- property sale; no building location C: o i proposed y / a L o I 0 r I I � DO � — I — — — — -� BM2 = 100.00 Top nail in 38" Oak I (25" above grade) , �1 4 �0 0) ' O Q) -- (Z U) L Tree > Z line t Pa� r t t r t , o -------- Certified Statement: This sydem has been designed and evaluated in accordance with State and Local codes. The soil treatrnent area must remain protected from disturbance and/or compaction before and after construction. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINITELY. System mud be properly maintained. Review your system's management plan for inforrnaU*n on proper taro and maintenance. Soil Treatment Area: -Recommend minimum 20' sand -lift POWTS mound on 98.00 conlour With D.Wlft2loading rate -Depth to restriction = 16' (Redoximorphicfealures) -Contour = 98.00' -Slone = 2.5% Distrihution: -System Will require pressure distribution LOCATION MAP (not to scale) ,0 } to I170TH AVE PREPARED FOR: Neil Hauger Site Address: 1749 HWY 63 Emerald, W1 54013 PID: 010-1014-90-000 4.96 Acres Legal: NW 1/4 SW 1/4 S06 T30N R16W Town of Emerald Scale: 1" = 50' Date: 7/20/23 SCC ArcGIS Web Map 7/8/2023, 5:43:50 AM 1:1,613 0 50 100 200 ft Site Address Points Lot and Units Park General Common Element Flood Hazard Areas Drainage Easement Outlot Lot Tax Parcels ZONE A 0 15 30 60 m Unit i ZONE AE WDNR, SCC CDD, SCC CDD, FEMA, SCC CDD Public ROW Limited Common Element 0 SubdivisionICBM Boundaries Web AppBuilder for ArcGIS SCC CDD I WDNR, SCC CDD I SCC CDD and SCC Highway Dept I FEMA. SCC CDD I CDD and NPS I National Geospatial-Intelligence Agency (NGA): Delta State University; Esri I WI Dept. of Natural Resources Division of Water I