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Home My WebLink About184-24 TETZNER BRIDGET MANNWisconsin Department Safetyand of Professional Services .1(l/ Page_Of_ S Division of Industry Services .. SPS SOIL EVALUATION REPORT In accordance with SPS 385. Wis. Adm. Code County Bayfteld Attach complete site plan on paper not less Than 8 12 x 71 inches in size. Plan must include. 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. 31299 Please print all Information. Re V Y Dale Personal information you provide maybe used for secondary purposes (Pr rva Law, s. 15.04(1)(m)). I ' Il L4 Property Owner Property Location Q✓ Kevin & Jacqueline Tetzner/ Bridget Mann Govi. Lot 5-6 Y. % s 12 T 48 N R 5 E (or) W Property Owner s Mailing Address Site Address or CSM and Lot it: 29945 Wannabo Rd. 715-209-1400 No Address yet: Sky Rd. Washburn City State I Zip Code Phone Number ❑ City ❑ Village 111 Town Nearest Road jQ New Corstmction Use:OResidenlial/Numberofbedrooms 3 Code derived designflow rate 450 GPD ❑Replacement ❑ Public or commercial -Describe: Flood Plan elevation it applicable h. Parent material Sandy OutWaSh j General comments and recommendations: 4.5 Acres/ Conventional System with lift- 103.8' - 111.8' Step as needed install on contours 112.8'-108.8'�, .I '1 I Boring#---i IlBoting 1030.25 --- 5.6. 97.65 I_ no Ground surface etev...... ri. Depth to limiting factor in. I elev. 0. .c,.0 A—G—s.... o.,r., Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft= 'E##i I 'Eff#2 1 0-4 5yr 3/2 SI 2mabk mI cW 3co .6 1.0 2 4-8 5yr 5/2 s OS9 mi cw 3co .7 1.6 3 8-68 5yr 416 - S OS9 ml cW 2m .7 1.6 4 68-72 5yr 414 c2d 5yr 6/8 + 7/2 scl 1 fabk mvfi .2 .3 2 Boring # OBoring 1D3.25 26 101.5 ®Pit Ground surface elay._IL Depth to limiting taclor_in. / elev._0 SoilAunlication Horizon Depth In. Dominant Color Munsell Redox Description Du. Az. Cool. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FI' 'Eff#1 'Elf#2 1 0-4 5yr 3/2 SI 2mabk ml cw 3m .6 1.0 2 4-10 5yr 5/2 s Osg mi cw 3co .7 1.6 3 10-26 5yr 416 s OSg ml cw 2m .7 1.6 4 26-40 5yr4/4 c2d5yr 7/2 Scl lfabk mvfI 1vf .2 .3 CST Name (Pleaso Print) Sine ure I CST Number Edward B. Redinger 221939 Address Date Evaluation Conducted Telephone Number 1015 11th Ave. E. Ashland. WI 54806 1 12/2/24 715-292.6670 Effluentill = BOD > 30 s 220 nxyL and TSS > 30 5150 mgfL ' Effluent #2 = SOD. <- 30 nrg/L and TSS s 30 mg/L SBD-8330 (R04121) 0"s Ec��I�Ak Wisconsin Department of Safetyand Professional Semi [fEC i .I N24 Page of Division of Industry Services q _!_ SOIL EVALUATION REPORT r Dept. In accordance with SPS 385, Wis. Adm. Code Er ounty Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, Bayfleld 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. 31299 Please print all information. Reviewed by I Date Personal inforrnation you provide may be used for secondary purposes (Privacy Law, s. 15.04(1 xm)). Property Owner Property Location ❑ ❑✓ Kevin & Jacqueline Tetzner/ Bridget Mann Govt. Lot5-6 % s 12 T 48 N R 5 E(or) W Property Owners Mailing Address Site Address or CSM and Lot #: 29945 Wannabo Rd. 715-209-1400 No Address yet: Sky Rd. Washbum City State Zip Code Phone Number ElCity ElVillage N Town Nearest Road Washbum WI 54891 ( ) Washburn Sky Q New Construction UseJE Residential/ Numberof bedrooms 3 Code derived design0ow rate 450 GPD ❑ Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft. Parent material Sandy OutWash General comments and recommendations: 4.5 Acres/ Conventional System with lift- 103.8'-111.8' Step as needed install on contours 112.8'-108.8' IE Boring # ❑Boring Pit 1030.25 5.6 _ 97.65 Ground surface elev.ft. Depth to limiting factor —in. / elev.—ft. CM e.,..n,.as.,., 0.,.e Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 FEff#2 1 0-4 5yr 3/2 SI 2mabk ml CW 3co .6 1.0 2 4-8 5yr 5/2 s Osg ml cW 3co .7 1.6 3 8-68 5yr 4/6 - S Osg ml cW 2m .7 1.6 4 68-72 5yr 4/4 c2d Syr 6/8 + 7/2 sd lfabk mvri .2 .3 Boring # (—]Boring 103.25 101.5 OPA Ground surface elev._ft. Depth to limiting factor_ in. / elev.ft. Horizon Depth In. Dominant Color Munsell Redox Description ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftr •Eff#1 •EH#2 1 04 5yr 3/2 SI 2mabk ml cw 3m .6 1.0 2 4-10 5yr 5/2 - s Osg ml CW 3co .7 1.6 3 10-26 5yr 4/6 s Osg ml CW 2m .7 1.6 4 26-40 5yr4/4 c2d5yr 7/2 scl 1fabk mvfi 1vf .2 .3 CST Name (Please Print) Signature ! CST Number Edward B. Redinger 221939 Address Date Evaluation Conducted Telephone Number 1015 11th Ave. E. Ashland, WI 54806 12/2/24 715-292-6670 Effluent #1 = BOO > 30!; 220 mg/L and TSS > 30 5160 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L SBD-8330 (R04/21) Page _ of ❑Boring 108.85 �'� �I.� �' � I�� 100.115 Boring # Q Pit Ground surface elev.ft. I� ,Si Depth to limiting flJactor m. I elev.fl. Soil Application Rate Horizon Depth In. Dominant Color Munsell Radox Description Ou. Az. Cont. Color Texture Structure or. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-4 5yr 3/2 sl 2mabk ml cw 2m .6 1.0 2 4-10 5yr 5/2 S OSg ml gw 3co .7 1.6 3 10-26 Syr 4/6 S Osg ml gw 3m .7 1.6 4 26-96 5yr 514 S Osg ml 2m .7 1.6 Boring # ❑ Boring 112.85 52 108.5 ® Pit Ground surface slay. 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/Ft' 'Eff#1 'Eff#2 1 0-4 5yr 3/2 SI 2mabk ml cw 2m .6 1.0 2 4-12 5yr 512 S Osg ml cw 3co .7 1.6 3 12-52 5yr 4/6 S OSg ml cw 3m .7 1.6 4 52-63 5yr 4/4 c2d 5yr 712 Sol lfabk muff .2 .3 5] Boring # ❑ Boring 112.85 gg 100.85 a Pit Ground surface elev._ft. Depth to limiting factorin. I elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Etf#2 1 04 5yr 3/2 - SI 2mabk ml cw 2co .6 1.0 2 4-8 5yr 5/2 - S Osg ml cw 3m .7 1.6 3 8-40 5yr 4/6 - S Osg ml gw 2m .7 1.6 4 40-96 5yr 6/3 - S OSg ml .7 1.6 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L 05 Customer Name: Kevin & Jacqueline Tetzner/ Bridget Mann Adress: 29945 Wannabo Rd. I Washburn, WI 54891 Ut ZR4 SUPERIOR SITE: Sky Rd Washburn/ no site address d Co. Zoning Dept. PLUMBING MECHANICAL (715) 278 - 3456 is/a/may CST# 221939 Scale: V-40' p ''J6' PIN: 31299 4.5 Acres Lot 5&6 S12 T48N RSW Town of Washburn Bayfield Co. 1614, Ib1-S 1l %, 516TA Phone #: 715-209-1400 Email: bridget.b.mannOgmail.com I NO SITE ADDRESS YET eo, /ej 1' >n It / SXS ieM ,.✓/% �� 4Jaeded S,'i-e ll -3.3 syi`ki n e%U, 161C-///.8' sT � 45 A)eeeoJ -Dr-'Je, .a.y 'ra sky.