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HomeMy WebLinkAboutCST-2023-087 016-1021-40-000Wis�t�q��a�( fessional Services Divi i _ i SOIL EVALUATION REPORT G s _ MAR 2 7 2023 i In accordance with SPS 385, Wis. Adm, Code Countv but notLmtpe'ds a plan onpaper not less than 8 112 x 11 inches in size. Plan must include, ST Croix Attach;;jteb p zon ref rence point (BM). direction and percent slope, Parcel I.D. rti cal rib "h r1scale oar n and distance to nearest road. 016-1021-40-000 Please print all information. FIv e ed by / Date Personal information you provide may be used for seconds purposes Pnvac Law, s. 15.04 1 m . / Property Owner " * Property Location: Mark Summe (Buyer) Barrett Macejkovic (Seller AL J-D Govt. Lot: SW '/< SW /. S 10 T 30 N R 15 W Property Address WIL Lot # Block # Subd. Name or CSM# TBD 300TH ST w City State Zip Code Phone Number ❑ City ❑ Village ■❑ Town Nearest Road Glenwood City IWI 154013 1 (859) 866-2598 Glenwood 300TH ST/160TH AVE ❑■ New Construction Use: ❑■ Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift over loamy till (Amery loam) Floodplain elevation if applicable NA ft. ('71ZDN C %. General comments and recommendations: Recommend minimum 19" sand -lift POWTs mound on 100.00 contour with 0.6gpd/ft2 loading rate. LF = 17" (Re oximorp is 711 Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting factor —20—in. Soil I Annlicatinn Rate 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 0-13 10YR 3/3 1 2mgr mfr cs 2m-vf 0.6 0.8 2 13-20 10YR 5/3 - sil 2fabk mfr cs 1 m-vf 0.6 0.8 3 20-27 7.5YR 4/4 f2d 7.5YR 5/8 & 10YR 5/1 sil 2mabk mfr gs 1 m-vf 0.6 0.8 4 27-34 7.5YR 4/4 f2f 1oYR 4/6 & 1CYR 5/2 sil 1 mabk mfi gs 1 m-vf 0.4c 0.6 5 34-50 7.5YR 4/4 f1f 10YR 4/6 & 10YR 5/2 sil lfabk-Om mfi 1f-vf 0.0 0.2 ❑ Boring 2 Boring # ❑■ Pit Ground surface elev. 100.85 ft. Depth to limiting factor 24 in. Snil Annlirafinn Rate 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 0-9 10YR 3/2 sil 2mgr mfr cs 2c-vf 0.6 0.8 2 9-17 10YR 5/3 sil 2f-mabk mfr cs 2m-vf 0.6 0.8 3 17-24 7.5YR 4/4 - sl-scl 2mabk mfi cs 1 m-vf 0.4 0.6 4 24-42 5YR 4/4 f2d 7.5YR 416 & 7.5YR 6/1 sl 1 mabk mfi cs 1 m-vf 0.4 0.7 5 42-55 7.5YR 4/4 f2d 7.5YR 4/6 & 1CYR 511 sl 1 csbk-0m mfi - 0.2 0.6 ' FMjP.nt #1 = Rnn > 30 5 22n mnn and TSS > 3n 5 15(1 mn/I ' Fffluent #2 = ROD 5 30 mn/I and TSS 5 3n mn/L CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.)5eJ41330832 Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 03/09/23 (651) 327-0074 bbu-t5:S:5u (Ku4/15) ❑3 Boring # ❑ Boring ❑■ Pit Ground surface elev. 99.00 ft. Depth to limiting facto Q in. c„A n.... Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz "Eff#1 `Eff#2 1 0-9 1OYR 3/2 sil 2mgr mfr cs 2c-vf 0.6 0.8 2 9-17 10YR 5/3 - sil 2fabk mfr cs 1m-vf 0.6 0.8 3 17-24 1 OYR 4/4 f3d 7.5YR 4/6 & 7.5YR 512 sil-I 2mabk mfr gs 1 m-vf 0.6 0.8 4 24-42 7.5YR 4/4 f2f 10YR 4/6 & 10YR 6/1 sl 1 msbk mfi gs 1 m-vf 0.4 0.7 5 42-55 1 7.5YR 4/4 f2f 10YR 4/6 & 10YR 611 sl 1 csbk-Om 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/Ftz `Eff#1 I `Eff#2 5❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil A— i—+inn Pam#. 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 s 220 mg/L and TSS > 30 s 150 mg/L ` Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 <_ 150 mg/L Designer: Ryan Bechel © 2023 Advanced 'All propertylines not O Benchmark Certified Soil Tester: 1330832 Environmental LLC. drawn are >100ft from Soil Boring Designer of Engineering Systems: D 2263-7 All rights reserved. system' Ap 6N P/L P/L P/L P/L P/L P/L SCALF x 20' 0' 40' **Well to be located >50ft 1 from soil treatment area & >25ft from tanks** x to west P.L. % (300TH ST C/L) rn J� x 1 t450 Fence line F 1 BM2 = 105.00 Top nail in 26" tree New 1 (27" above grade) 3-4BR �Home x (approx.) i F Current grade , 0 Z 109.00 X L--- , Soo ` 1 1 x LA e/d dQ - Top nail in 12" Maple x CC L-0 (12" above grade) es Path- � V Tree line\y SYSTEM NOTES Septic Tank Pump Tank: Sail Treatment Area: -Recommend minimum 19' sand -fit POWTS mound on 100.00 contour with 0.6gpde loading rate -Depth to restriction =1 r (Redozimorphic features) -Contour =100,00' -Sbpe = 5% Distribution: -System will require pressure distribution LOCATION MAP (not to scale) Cn • = SITE CD CD M 160TH AVE PRFPARF.1) FOR: Mark Summe Site Address: TBD 300TH ST Glenwood City, WI 54013 PID: 016-1021-40-000 40.0 Acres Legal: SW 1/4 SW 1/4 S10 T30N R15W Town of Glenwood Certified Statement This system has been designed and evaluated in—rdonce with State and Local codes. The soil treatment area must remain protected from disturbance and/or compaction before and after construction. Scale: 1" = 40' Date: 3/9/23 NO WARPANTY IS MADE THAT THIS S) EIA WILL CONTINUE TO FUNCTION INDEFINITELY.Review System must be property maintained. your system's management plan for information on proper core and mointenance. SCC ArcGIS Web Map 3/8/2023, 5:55:38 PM 1:1,613 Conservation Easement Lot and Units Park General Common Element Flood Hazard Areas 0 50 100 200 ft Drainage Easement Outlot Lot Tax Parcels ZONE A 0 15 30 60 m Public ROW Unit i=, Limited Common Element � SubdivisionlCSM Boundaries ZONE AE WDNR, SCC COD, SCC COD, FEMA, SCC CDD Web AppBuHder for ArcGIS SCC COD I WDNR, SCC CDD I SCC COD and SCC Highway Dept I FEMA. SCC COD I COD and NPS I National Geospatial-Intelligence Agency (NGA), Delta State University; Esri i WI Dept. of Natural Resources Division of Water I