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HomeMy WebLinkAbout56-25(—OO2t'7 soil itsi S Soil Evaluat3d,WmAd. s Wthan8',' inexoNv wuat ir5,Wia.Atlm Code Wisconsin DePeNnenlol Safety and Attach complete site plan on paper not 11 inches in size. Page: JUN 12 ?0?0 BayfiejUe. Zoning Dept. Plan must include but not limited to: Vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, location and distance to nearest road. Please Print All Information Personal information you provide may be used for secondary purposes. (privacy Law,s.15.04(1)(m)). County: Bavfield Parcel I.D. 13332 i w y Date: Property Owner: Julie Lynn & Mark Julian Tanin Property Location SE1/4SE1/4,S03,T46N,R08W Property Owners Mailing Address: 4467 Shooting Star Ave Site Address or CSM and Lot # 10990 Eagle Lake Road City Middleton IState I Zip Code WI j 53562 IPhone Number: 0 Town 2!ll Iwearest Road: I Eagle Lake Road r New P Residential Number of Bedrooms: 2 Code derived design flow rate: 300 Flood Plain if applicable (r Replacement r Public or Coniiercial - Describe: Parent Material: Outwash Flood Plain if Applicable: 0 General Comments & Recommendations: System Elevation: 91.5 Load Rate: 0_7 Elevation Rance: 88.3 To 91_63 Boring #1 r Bor.7 Rt Ground surface Elev: Depth to Limiting Factor: 95 Ft. 120 in. Elev. 85 ft Soil Application Rate: Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft' 'Eff#1 Eff#2 1 0-4 7.5YR2.5/3 N/A SL 2MSBK MFR CS 3M 0.6 1.0 2 4-18 7.5YR4/4 N/A LS 0SG ML CS 3M 0.7 1.6 3 18-120 7.5YR4/6 N/A LS 0SG ML N/A N/A 0.7 1.6 4 5 6 7 Boring # 2 Bor.Ground surface Elev: Depth to Limiting Factor: 95.3 Ft. 120 in. Elev. 85.3 ft Soil Application Rate: Horizon Depth in, Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 "Eff#1 Eff#2 1 0-6 7.5YR2.5/3 N/A SL 2MSBK MFR CS 3M 0.6 1.0 2 6-20 7.5YR4/4 N/A LS 0SG ML CS 3M 0.7 1.6 3 20-120 7.5YR4/6 N/A LS 0SG ML N/A N/A 0.7 1.6 4 5 6 7 *Effluent #1 = BOD 5>30< 220 if g/I and TSS>30 < ioomg/I 'Effluent #2 = BOD 5 < 30 mg/I and TSS < 30 mg/ CST Name (Please Print) Mark S. Thompson ' n@t CST Number: 877598 Address: 12006 N US Hwy 63 Hayward, WI 54843 Date Evaluation Conducted: Tuesday, June 10, 2025 Telephone Number 715/699-4081 SBD-8330 (R04121) Property Owner: Julie Lynn & Mark Julian Tanin Parcel I.D. 13332 Page: D 2W E I Hi JUN 1 2 ?015 Boring # 3 Ground surface Elev: Depth to Limiting Factor: r- Borr Fn 93.6 Ft. 93.6 in. Elev. 83.6 ft Sf"4I&ircQ SoR ^NF Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-8 7.5YR2.5/3 N/A SL 2MSBK MFR CS 3M 0.6 1.0 2 8-20 7.5YR4/4 N/A LS 0SG ML CS 3M 0.7 1.6 3 20-120 7.5YR4/6 N/A LS 0SG ML N/A N/A 0.7 1.6 4 5 6 7 Boring #4 Ground surface Elev: Depth to Limiting Factor: r Borr t 0 Ft. Din. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft' *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 5 Ground surface Elev: Depth to Limiting Factor: r Bor r Pit 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/f 2 "Eff#1 Eff#2 1 2 3 4 5 6 7 Boring #6 Ground surface Elev: Depth to Limiting Factor: f Borr 0 Ft. 0ln. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft' "Eff#1 Eff#2 1 2 3 4 5 6 7 'Effluent #1 = BOD 5>30< 220 mg/l and TSS>30 < 150mg/1 "Effluent #2 = SOD 5< 30 mg/l and TSS < 30 mg/I 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 Zoning Dept. SBD8330(R.07/00) liii JUN ,, k BUJ Soil Profile Sheet Page: 3 Owner: Julie Lynn& Mark Julian Tanin Isoil Tester: Mark S. Thompson System Elevation: 91.5 Load Rate: 0.7 System Elevation: 88.3 To 91.63 101 112 101 81 101 113 100 -------------- 100 --------------- 100 -------------- 99 ------------ -------------- 99 --------------- --------------- 99 -------------- --------------- 98 --------------- 98 --------------- 98 --------------- 97 -------------- --------------- 97 --------------- --------------- 97 ------------- System ------------ Elevation 96 --------------- -------------- 96 --------------- --------------- 96 --------- ---- -------------- 95 --------------- -------------9513 95 --------------- 95 95 ------------- --------------- 94 ------------- 02 94 ------------- Q,7/,/94 Z 94 ------------- 9.3,63 $ ------------- 63.6 2 ------------- 9315 93 ------------- 012 93 ------------- 0.Z 93 --------------- 92 --------------- 92 -------------- 92 ------------ 02 -- - 91153$ 91 --------------- 91 -------------- 91 ------------- 012 90 --------------- --------------- 90 --------------- --------------- 90 -------------- -------------- 89 --------------- --------------- 89 --------------- -------------- 89 --------------- --------------- 88 --------------- -------------88I3 88 --------------- ------------- 88 88 --------------- --------------- 87 --------------- --------------- 87 -------------- --------------- 87 -------------- --------------- ------------- ------------- tz ------------- 8615 86 --------------- 86 --------------- 86 -------------- 85 -------------8513 85 ------------- 85 85 ------------- ------------ L.E ------------ L.F. --------------- 84 -------------- 84 --------------- 84 -------------- --------------- ----------- ------------- 83,6 83 -------------- 83 --------------- 83 ------------- L.E. 82 --------------- 82 82 -------------- 81 --------------- ------------- 81 --------------- ------------- 81 ------------- --------------- 80 -------------- -------------- 80 --------------- --------------- 80 --------------- --------------- 79 --------------- --------------- 79 --------------- ....---------. 79 ------------- -------------- Zoning Dept. Owner Information: BM=100: Edge of top step coming up from garage Name: Julie Lynn & Mark Julian Tanin Location: SE1/4SE1/4.S03.T46N,R08W I B1 = 95 Township: Delta I B2 = 95.3 County: Baytield I B3 = 93.6 Lot #: 10990 Eagle Lake Road Lake= 0 93' B2 9 Co Co�UM B3 m a, BM ry� BS Co Wet' Driveway 10990 Do v (D c- a Z � CST: M rk'S. TPhompson p �a w X c rC #877598 p 1=20 Only in Tested Area 715/699-4081 -o