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HomeMy WebLinkAbout55-24Ra • sae iEn t 5S aft 1 Wisconsin Department of Safety and Professional Services Page • of3 Division find t S o us ry am ces ,tP SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Include, Bayfield 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. 22984 Please print all information. Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location 0 ❑✓ Craig H Kelm Govt Lot NW Y. NW z s 28 T 45 N R 5 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 2426 South Shore Blv 26725 Marengo River Rd. City I State Zip Code Phone Number ❑ City ❑ Village Ii Town I Nearest Road White Bear Lake MN 155110 I ( ) Lincoln Marengo River Rd 'J New Construction Use: IE Residential/ Numberof bedrooms 2 Code derived designfow rate 300 GPD Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material Sandy Alluvium General comments and recommendations: Conventional Trench System as shallow as possible @ .7 loading /l. a Boring# Deoring pPit 99.55 84 92.5 Ground surface elev.ft. Depth to limiting factor in. / elev.ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture I Structure Gr. Sz. Sh. Consistence Boundary Roots wn ryrpnwuvrr r%dw GPDJFt2 •Eft#1 •Eff#2 1 0-7 5yr 3/1 - sl 2mabk ml cw 3co .6 1.0 2 7-60 5yr 5/6 - Is Osg ml cw 3m .7 1.6 3 60-84 5yr4/2 - cos Osg ml - - .7 1.6 aBoring # ❑Boring 100.25 84 93.25 ®Pit Ground surface elev._ft. Depth to limiting factor in. / elev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots wn npynaanvn flare GPD/Ft2 -Eff#1 ¶fl#2 1 0-3 5yr 4/2 - sl 2mabk ml cw 3co .6 1.0 2 3-36 5yr 5/6 - Is Osg ml gw 3co .7 1.6 3 36-84 5yr 5/3 - ms Osg ml - - .7 1.6 CST Name (Please Print) Si nature CST Number Edward B. Redinger 221939 Bayfield Co. Address Date Evaluation Conducted Telephone Number rlanning ano houng, g 1015 11th Ave. E. Ashland, WI 54806 5/15/24 715-292-6670 • Effluent #1 = BOD > 305 220 mg/L and TSS > 30 5150 rtgll. • Effuent #2 = BOO. s 30 mg/L and TSS S 30 mg/L SBD-8330 (R04/21) y Page2 of3 ❑ Boring 99.85 factor84 ' 92.85 Boring it © Pit Ground surface elev.ft. Depth to limiting in. / elev._ft. Horizon 1 2 3 Depth In. 0-6 6-60 60-84 Dominant Color Munsell 5yr4/7 Syr 5/6 Syr 4/2 Redox Description Qu. Az, Coil. Color - - Texture sl Is cos Structure Gr. Sz. Sh. 2mabk Osg Osg Consistence ml ml ml Boundary cw cw - Roots 3co 2m Sou Application Rate GPD/Ft2 'Eff#1 .6 .7 .7 ER#2 1.0 1.6 1.6 aBoring # ❑ Boring �j 50 Pit Ground surface elev. 98#39. Depth to limiting factor VC in. / elev. 9�a� Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 'Eff#1 Eff#2 9 a.-- 7 -PA 46 L S4 T i S - .. — as Al'a-) / Gw — ica/, — 1S /. ❑ Boring # ❑ Boring ❑ Pit Ground surface elev.ft. Depth to limiting factor in. / efev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 'Eff#1 'Eff#2 Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30:s 150 ng/L ' Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L RECEIVED AUG 042025 Bayfield Co. Planning and Zoning Agency (tA SUPERIOR PWMBING MECHANICAL (715)278-3456 CST# 221939 Scale: 1" = 40 L q61 PIN: 22984 8 ACRES NW NW 528 T45N RSW TOWN OF LINCOLN Bayfield Co. Customer Name: Craig H Kelm Adress: 2426 South Shore Rd 1 White Bear Lake, MN 55110 r` r SITE: 26725 Marengo Rvr Rd. WI Phone #: 651-226-7907 Email: kelmprop@vahoo.com NO WELL 4 zit =ieo' 3.s�6F E/u. sr -.e 2s l'tlf cLJI6≥ ,s SFr. -3 9 q $I rr'� 3� 4 \ fo9•� / // :ECG':"`r Bayfield C! Planning and Zcnie;, , 15� ) arrnnrMyy '�, Wisconsin Department tryServices of icSafetyand Professional Services /_ % Division of Industry Services i, SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. rsonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). MAY , I [ U24 Pagell of3 Parcel Reviewed by Date w •ua Property Owner r • " - Craig H Kelm Property Location Govt Lot NW % NW Y. s 28 T 45 N R 5 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 2426 South Shore Sly 26725 Marengo River Rd. City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road White Bear Lake MN 55110 ( ) Lincoln Marengo River Rd O NewConstruction Use: Residentlal/Numberofbedrooms 2 Code derived designflow rate 300 GPD DReplacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft. Parent material Sandy Alluvium General comments and recommendations: Conventional Trench system as shallow as ossible p @ .7 loading / starting at 98' I Boring # Udonng 99.55 84 ■ Pit Ground surface elev. ft.92.5 ❑ Depth to limiting factor in. / elev.R. Horizon 1 3 Depth 0-7 7-60 60-84 Dominant Color Munsell Syr 3/1 5yr 5/6 5yr 4/2 Redox Description Qu. Az. Cont. Color - - Texture sbkmlcw Is cos Structure Gr. Sz. Sh. osgml Osg Consistence ml Boundary cw - RootsIn. 3co2 3m - 04PPlication s 2] Boring# ❑Boring 100.25 R4 93.25 - -- --- -• up' m umwng ractor_- in. / elev._ft. Horizon Depth In. DescriptionMconsistenceence . Cont. Color'EM Boundary Roots Soil Application Rate GPD/Ft2 .6 .7 .7 'Ef#2 1.0 1.6 1.6 1 2 3 0-3 3-36l 36-84- oman l cw gw - 3co 3co - s CST Name (Please Print) / Si nature CST Number Edward B. Redinger 221939 Address Date Evaluation Conducted Telephone Number 1015 11th Ave. E. Ashland, WI 54806 5/15/24 715-292-6670 Effluent #1 = Boo > 30 5 220 mg/L and TSS > 30 5150 mg/L • Efnuent #2 = BOD, 530 ng/L and TSS s 3o mg/L SBD-8330 (R04/21) D) .c.5o sbu 2a Page2 of " ❑ Boring 99.85 RR 92.85 Boring # Pit Ground surface elev. ft.� MAPe11thf�'(�TIgg factor" In. / elev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots boll Application Rate GPD/Ft2 ¶R#1 •EtHk2 1 0-6 5yr4/7 sl 2mabk ml cw 3co .6 1.0 2 6-60 5yr 5/6 - Is 0sg ml cw 2m .7 1.6 3 60-84 5yr4/2 - cos 0sg ml - - .7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev.ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Or. Sz. Sh. Consistence Boundary Roots oun npp"uauun Kate GPD/Ft2 •Eft#1 •Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Coil. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots wn nyynwuun rtdtd GPD/Ft2 •Eff#1 •Elf#2 * Effluent #1 = BOD > 30s 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS 530 mg/L 4 SUPERIOR PLUMBING MECHANICAL (715) 278-3456 CST# 221939 Scale: 1"=40' CI PIN: 22984 8 ACRES NW NW 528 T45N RS W TOWN OF LINCOLN Bayfield Co. ins,Li! S�...1i6LJ aS �SFS. Customer Name: Craig H Kelm Adress: 2426 South Shore Rd White Bear Lake, MN 55110 SITE: 26725 Marengo Rvr Rd. WI Phone #: 651-226-7907 Email: kelmprop@vahoo.com NO WELL w5� MAYP /Q4 !1�