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Home My WebLink AboutCST-2022-222 004-1046-50-000e((M� Page 1 of ' Wisconsin Depart Ste�and Professional Sery ces g Division of Industry ervices 202� / / 1 J SEP 2 SOIL EVALUATION REPOR Z-�I l�' ( N St. Croix Count�Y accord ce with SPS 385, Wis. Adm. Code County n ST Croix Attach complete site pl o f 1 mi t aft ches in size. Plan must include, but not limited to: vertic a reference point (BM), direction and percent slope. Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 004-1046-50-000 Please print all information. Reviewed b /� Dat / Cd G� Personal information you provide may be used for secondarypurposes Privac Law, s 15 04 1 m Property Owner Property Location: Brian Wang Govt. Lot: NW % SW % S 20 T 28 N R 15 W Property Address Lot # Block # Subd. Name or CSM# 241 CTY RD NN City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Wilson IWI 54027 1Cady CTY RD NN/25TH AVE 0 New Construction Use: 0 Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe. Parent material Sandy drift over sandy and gravelly outwash (Emmert Is) Floodplain elevation if applicable NA ft. LONL: X) General comments and recommendations: Reccmmend at -grade or minimum 6 sand -lift Powrs mound on 100.00 contour with 0.69pd/ft2 loading rate. J LF = 36" (Redoximcrphic features) 1❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 96,70 It Depth to limiting factor 46 in. Snil Annlination Rate 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 1CYR 313 1 2mgr mfr cs 3m-vf 0.6 0.8 2 11-23 1CYR 5/4 1 2f-mabk mfr gs 2f-vf 0.6 0.8 3 23-46 10YR 5/4 - sl 1csbk mfr cw 1f-vf 0.4 0.7 4 46-58 10YR 5/6 f2d 7.5YR 4/6 & 10YR 6/2 Icos-Is Osg ml 1 f-vf 0.5 1.0 Horizon 4 al o had discon inuous pockets of 7. YR 4/4 sI, loading rate r duced to ref,ect slowed water movement through horizon ❑ Boring # ❑ Boring 0 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 37 in. I Cnil Annliratinn Ratp 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 0-10 10YR 3/3 1 3fgr mfr cs 3m-vf 0.6 0.8 2 10-21 10YR 5/3 1 2fabk mfr cs 1nrof 0.6 0.8 3 21-37 1OYR4/6 - sl 1cabk mfr-mfi gw 1m-vf 0.4 0.7 4 37-58 10YR 516 c2d 7.5YR 4/6 & 10YR 6I1 Icos-Is Osg ml 0.5 1.0 `Horizon 4 al o had disco tinuous rockets of 7.5YR 4/6 sl, loading rate reduced to effect slowed wE ter movement th ugh CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 09/06/22 (651) 327-0074 DI Boring # ❑ Borirttj" - 1�2.90 ❑■ Pit Ground surface elev. ft Depth to limiting fact (,-3 Rnil Annlirafinn Rafe 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 I-sil 3fgr mfr cs 3m-vf 0.6 0.8 2 11-18 10YR 5/4 1 2fabk mfr gs 2m-vf 0.6 0.8 3 18-36 10YR 4/6 - I-sl 1 mabk mfi cw 1 m-vf 0.4 0.6 4 36 54 10YR 5/6 c2d 7 5YR 416 a 10YR 5/2 Is-sl Osg-Om ml-mfr 0.2 0.6 FI Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annlirafinn Rate 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 [i] Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annlirnfinn RatP 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 5 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD. > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L Designer: Ryon Bechel C) 2022 Advanced A property lines not I SSST'EM NOTES P P Y o', Benchmark Certified Soil Tester: 1330832 Environmental LLC. drawn are >'100ft from Septic Tank: Designer of Engineering Systems: D 2263-7 All rights reserved. system �l Soil Boring SCALE I I 20' I 0' 40' R- W BM1 = 100.00 x <- 9e Top 1" PVC pipe I x p I = (23" above grade) '\ I I I y I �o q x E 33' x A \ A x Fence x line **Future home 98.00 �C° location TBD** 100.00 _ E _ X_X I .so, Former home weii location (approx.) \.y Balls BM2 = 108.60 Top nail in utility pole - A I A (9" above grade) , i I ---------------------- Driveway " Tree line } + 4 + + _ Pump lank: Soil Treatment Area: -Recommend at -grade or minimum 6' sand -lift POWTS mound on 100.00 contour with 0.6gpolfY loading rate -Depth to restriction = 36' (Redoximo(phic features) -Contour 100.00' -Slope = 12% Distribution: -System oil require pressure distribution LOCATION MAP (not to scale) I 25TH AVE z •z SITE PREPARED FOR: Brian Wang / 241 CTY RD NN + + Wilson, WI 54027 -i r PID: 004-1D46-50-000 36.98 A I p Legal: NW 1 /4 SW 1 /4 I i S20 T28N R15W Town of Cady t Certified StotwnwA: This system has teen designed and ewluated in accordance with State and Local code*. The Boil treatment area must remain protected from disturbance and/or compaction before and after construction. Scale: 1" = 40' Date: 9/6/22 NO WARRANTY IS 11ADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINITELY. System must be property maintained. Review your system's munogement plan for information on proper taro and maintenance.