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Home My WebLink About32-26- # WM�COAs nUepanm ety and Professior� TEST 7r � Division of Industry e ' 1,,,,,,=r HY 7 2026 SOIL EVALUATION REPORT gayfield Co. n accordance with SPS 385, Wis. Adm. Code County Attach comglgja *601gR 99per'hof less than 8 1/2 x 11 inches in size. Plan must include, /i-i F 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. Zo 7 & Please print all Information. Vi Page/ of Li 1 LZ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). /{7 Property Owner Property Location ❑ 91 1 C_ F1-f3LL Q-- CM I L'1 E2rc L Govt. Lot -1 Y. Y S /7 T '/ri NR O'7 E (or) W Property Owner's Mailing Address I Site Address or CSM and Lot #: City State Zip Code Phone Number Li City U Village 1)11 Town Nearest Road `i12/o (Z LA-$ Mr SJn (Z'S)j 1'S sr RNes Ea&rr St ce fl JA NewConstruction Use:Residential/Numberofbedrooms S Code derived designflow rate 750 GPD ❑ Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable It. Parent material c) 'T w.1 f) - S4t'S be1 t GN TD OT) General comments and recommendations: s 75 TL'vEL - LuBoring# ❑Pitnng Ground surface eiev. 7.0 . Depth to limiting factor 73 in. / elevJ °' _. Soil Aoolicalinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft' Eff#1 `Eff#2 0-4a .S A,7.511 — SL &r61- Mv4r C,u M2 ,& 1.0 L 4, -IS 7.SYC—y/T — SL iAt — /4vf..r GO o.' 0-'? 3 15-3s 7,S7'r—'/'( — $ oSC> nn.1 Il O.7 1,6 4 3b-73 7.Syti s/q - 5 arc r_l - or ,6 Boring # ❑Boring Pit Ground surface eiev. ''17 R. Depth to limiting factor 78 in. / elev 0.7? it. Snil Annliratinn 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 `EII#2 I Z- G' 7.5 — cL v 3.r GtJ(r. l b4 1.O Z (o-.16 7 ,5 Y.t_WJr SL I -Cs 61L v f -r &W I.nl# 6,"4 0,' /6 -3(. ?. S YR-v — S oS(, /> 1' 36.)8 7.5 Y / = S. osl; r, - - 0,7 _.G Gv CST Name (Please Print) I Signature CST Number flM can _ _ 1 OOd Z-8 Address ate Evaluation Conducted I Telephone Number d -L 'yd 2(A 7 S-778'7�rs ` Effluent #1 = BOO > 30 s 220 mg/L and TSS > 30 s 150 mg/L 'Effluent #2 = BOO, s 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Page Z e&'l ❑ Boring G Boring # [ Pit Ground surface ele?_Y &ft. Depth to limiting factor. 87 in. I elev. 1 I ft. " Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Z/wcb_c-- Consistence Boundary Roots GPD/Ft2 •Eff#1 •Eff#2 0 7.5 YrtzJ/ — SL A" 6w O•G /.o z 7-2-3 ,.sYd-lb . — SL I.fih/- My -Fr- 61J ?m1f `L Or7 3 'Z)-YL ).Sig. "/( - $ of 1 6t' 1-f b,'? 1,(0 `i yz-877fr2s — oS&. _ Ml — — b' ❑ Boring # ❑ Boring ❑ Pit Ground surface elev._ft. Depth to limiting factor in. / elev.ft. Soil Application 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 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factorin. / elev. ft. Soil Application 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 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 305 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. SOIL EVALUATION Scale: 1"40' ❑ SYSTEM PAGE 2 OF 0 40 60 SITE MAP 80 PLOT PLAN PROJECT NAME: (10 ftgrid) DESIGN FLOW: 7's GPD 10, E2 —CZ S /�� Attach design flow calculations for commercial plans. PROJECT ADDRESS: 4/9 Z S s L ''Sr SI-ro4_c r2 )i Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5) NSanitary BM Symbol: BM Elevation: /dO FT Sewer: / Main: / BM Description: NAt L -4 g— Sy3f3 arm 3� " ¢c >J PrYc Force Indicate north by Slope Gradient (%) �J 0 6 Well Symbol (it applicable): Q drawing an array Of Tested Fvea'. !� IMPORTANT: Show ground elevation contours at suitable intervals. on the approprite line. 01�Naxc M� cr'EL¢- Et- iu 1 L2t_ - - - t) c35 s (?1-r S ^A c z� - l3y.f v ivar w ( c? o A c_ - � O¼/ cx r �( /lv V 9) Q P 6 )f S I? 7'y LY,A/ IZo 91.E IT '- li Zo7 S - (V0.JGr-L cirLYL.&NTt`I or- r Sly __I— _--- p2. Posh s 3e-� QM— /000 13' S).aS a Q0 SY1�r t:7- •S LX. 1�2W�Vgl 1--U e,arr S xvvn-c?' jt -. - - C— Oe r 3 1 GM 100.0 I. L7 + f.INIL IN LC� /I ,37 Pin .C 0',7c -t r---� pCMC-e ->s • tCEJVED MAY 012026 Soil Profile Sheet • sandZ eEa e L'c � Planning and Zon Soil Tester: Ti ei-y2_p� nd • System Elevation: iy-s Load Rate; O • i System Range -'75-o7 L) r�l lit iT lao ? ........... ............ ............. �� a• �c g). 09 ... 6e 97.y ... ... ............ ............ q��5.oS ............ ...... .... _ 9 4 5 h S rem <L ............. ...,- a3 ....... ............ ..... G%0•99 e- 73' �o. S7 79 " 6 L-) 6O G w ............ %o .......... ............ ............ ............ ......:..... ............ ............ ............ I34YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: ERTEL, MICHAEL SCOTT & EMILY BENETTA 19510 FOXFIELD DR PRIOR LAKE, MN 55372 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00410 Transaction Number: SR-00410-454FC Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 15029 Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821 Payment Type: Check Transaction Date: 5/8/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.