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HomeMy WebLinkAbout008-1072-10-001FED <- y° FT4L,jon.1 Wisconsin e ent of Sa et an Services Division of Industry Services AUG 04 2023' 1 SOIL EVALUATION REPORT � - ZlJ - 2- In accordance with SPS 385, Ws. Adm. Code Countv Attach comp) to Q�,py r, lid sc, an 8 112 x 11 inches in size. Plan must include, ST Croix but not limited e point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 008-1072-10-001 Please print all information. Revi e 4 �j Date ( (/ Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m Property Owner Property Location: Delmar Ziebart Govt. Lot: SW % NW Y. S 25 T 28 N R 16 W Property Address P Lot # Block # Tubd,NameorCSM# TBD CTY RD B�—T City State Zip Code Phone Number ❑ City ❑ Village ❑� Town Nearest Road Woodville WI 1 54028 1 (715) 760-2257 1Eau Galle CTY RD B ❑■ 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 sandy and gravelly outwash (Chetek-Onamia) Floodplain elevation if applicable NA ft j 2P ri - General comments and recommendations: Recommend minimum 7" sand -lift POWTS mound on 100.00 contour with 0.4gpolft2 loading rate. LF = 29" (Redoxi morphic features) 1❑ Boring # ❑ Boring ❑� Pit Ground surface elev. 100.00 ft. Depth to limiting factor 37 in. ,nil Annliratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 'Eff#2 1 0-10 10YR 3/3 Is-sl lfsbk-Osg mvfr-ml cs 2m-vf 0.4 0.7 2 10-32 1 OYR 3/6 Is Osg ml cw 1 m-vf 0.7a 1.6a 3 32-37 10YR 4/6 - s Osg ml gs 0.7a 1.6a 4 37-56 1 OYR 4/6 f2d 7.5YR 4/6 & 10YR 611 S-cos Osg ml 0.7a 1.6a *Standing water observed It 52" depth F2 ] Boring # ❑ Boring ■❑ Pit Ground surface elev. 99.00 ft. Depth to limiting fact 29 in. I Cnil An h—finn G�to 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 0-12 10YR 3/3 1 2fsbk mfr cs 2m-vf 0.6 0.8 2 12-29 10Y R4/6 - Is Osg ml cw 1m-vf 0.7a 1.6a 3 29-38 7.5YR 4/4 f2f 7.5YR 5/8 & 10YR 6/1 S-COS Osg ml Cs 0.7a 1.6a 4 38-54 2.5Y 6/4 f2d 1OYR 4/6 s Osg ml - 0.7a 1.6a *Standing wa er observed t 44" depth �31ams.}�:�e:i�vtxn>F�rom�sra.�rtime.��cu�sw��rmi�3anm�;�re:{�t�tacr�r..rnsiT��.ym��cur..rr� CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) Sot 5e,41330832 Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 05/18/23 (651) 327-0074 6BO-8330 (R04/15) ❑ Boring ` ❑3 Boring # ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 40 in. I Anil Annlirafinn Rafa 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 0-11 10YR 3/3 Is-sl lfsbk-Osg mvfr-ml cs 2m-vf 0.4 0.7 2 11-26 7.5YR 3/4 IcoS Osg ml CS 1m-vf 0.7a 1.6a 3 26-40 1 OYR 4/6 s Osg ml cw 0.7a 1.6a 4 40-61 1OYR 5/6 f2d 7.5Y R5/8 grcos Osg ml - 0.7a 1.6a *Standing water observed at 54" depth ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rafa 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 El Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Anil Annliratinn Rat, - 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 * Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L Designer: Ryan Bechel Certified Soil Tester: 1330832 Designer of Engineering Systems: D 2263-7 I i Cer� NO © 2023 Advanced Environmental LLC ' YbkY I ACAe All rights reserved. �I i BM1 = 100.00 Top 1" PVC pipe by flagged fencepost (12" above grade) B2 B1 — 4$— BM2 = 100.00 I 9 Top nail in 38" 90 J two-trunked -� , -- � ---- --- -- - a3 j�0 � hardwood tree ' 00 (25" above grade) 'All property lines not O Benchmark SYSTEM NOTES drawn are > 100ft from Septic Tank: system' Soil Boring N an ' SCALE 20' 0' 40' %i *Well to be located'>50fit' �y0 from soil treatment area & >25ft from tanks'* Field edge Pump Tank: Soil Treatment :Area: -Recommend minimum 7' sand -lift POWTS mound on 100.00 contour with 0.4gpdAt1loading rate -Depth to restriction = 29' (Redozimorphic features) -Contour=100.00' -Slope = 5 % Distribution: 3yslem yell require oressure distribution LOCATION MAP (not to scale) SITE 3 + + rr I + + � **Soil test drure 1A+ VE + + PREPARED FOR: split; no home location -- ���� / Delmar Ziebart + + proposed** '.� /; Site Address: - ------ —_ —� TBD CTY RD B Field Road Woodville, WI 54028 _�--------------- — of � � � ; � - PID: 008-1072-10-001 t35 Acres P� Legal: SW 1 /4 NW 1 /4 a/L - S25 T28N R16W I P2 p� Town of Eau Galle fled statement This system has been designed and evaluated in accordance 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-' 5/18/23 WARRANTY IS MADE TENT THIS SYSTELI WILL CONTINUE TO FUNCTION INDEFINITELY. System must be property maintained. Review your system's management plan for information on proper core and maintenance. SCC ArcGIS Web Map a _ 1 ESI � r r Je et- 11 f 5 J 1r flyf , t, 6/18/2023, 11:58:08 AM 1:1,613 0 50 100 200 ft 0 DrainageEasement Lot and Units Park General Common Element Flood Hazard Areas i_ Public ROW Outlot Lot ! Tax Parcels ZONE A 0 15 30 60 m Unit Limited Common Element Subdivision/CSM Boundaries - , I ZONE AE WDNR, SCC COD, SCC COD and SCC Highway Dept, SCC COD. FEMA, . SCC COO Web AppOuilder for AroGiS SCC COD I WDNR, SCC COO I SCC COD and SCC Highway Dept I FEMA, SCC COD I COO and NPS I National Geospatial-Intelligence Agency (NGA): Delta State University: Esn I WI Dept. of Natural Resources Division of Water I