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Home My WebLink About182-24 MAKIAl{iW.:+,t1 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of Division of Safety and Buildings in accordance with Comm 85, Ws. Adm. Code — Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County RAYFI1_l_D include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel LD 0294 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Revie r d pi I 1 `` Date) Persona) information you provide may be used for secondary purposes (Privacy Law. s 15 04 (1) (m)). Property Owner Property Location ❑ ❑ DANI[ . i�1Al:l Govt, Lot NNN' 1/4 NE 114 S � T 4`) N R -4 E (or) W Property Owner's Mailing Address Lot # Biock # Su-bd. Name or CSM# 81805 SI' I INN'Y 13 -'F -- I I-- IW1.IV=. L )ly uvillage I_ITown Nearest Road WASI IBURN I WI 1 54891 1 ( 715 ) 209-0512 B2i,/11 W I SI• I INVY 13 L j New Construction Useo Residential / Number of bedrooms o or % Code derived design flow rate nReplacement Public or commercial - Describe: Parent material GLACIAL FLUNTAL Flood Plain elevation if applicable Veneral comments C'ONN%I h'1 IUNAL and recommendations: STEP SYSTEM 2 1:17FT IN GROUND WITI1 LIF h PUMP DESIGN LOAD RATE = .7 GPD-SQ. FT. MBoring # ® Boring Q pit Ground surface elev_ 98 ft. Depth to limiting factor 76 in. GPD Horizon Depth in. Dominant Color Munsell Redox. Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots wn n NnGd UVII IZdI� GPDIff 'Eff#1 'Eff#2 0-5 5Y'113r2 LS 0SC; 19N%FR CNN' 3\1 '_ 5-13 51'RS'�4 S DSCi NIL C"NN' 3C .7 I .t 3 13-30 5YR=4/4 S t)SO ML (iW 21%11 7 1.6 4 36-76 5YR5/6 S 0SG ML iiNN% 2F .7 L0 5 76-84 5Y'R5/6 ('t1.5YIt(,'S FS 0SG MF1 5 1.0 Boring # poring 98 76 Gro!md surfaceelev ft. Depth to limiting factor __ _ in. Horizon Depth in, Dominant Color Munsell Redox Description Qu Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots vvn Mylilludlivi I rzdm GPD/ft' 'Eff#1 'Eff#2 1 0-5 5YR3/2 LS 0% MNTR C'U' I .7 I,(I 2 5-13 5)'115/4 S 0SG ML ('NN 3C .7 1.6 z 13-30 5N`12 '4 S 0SG ML (;W ,.,I 7 L( .4 36-70 5Y R5, 6 5 76-84 5YR516 C11; SYR (> S (:5 0% `•1F1 - 5 LU cinucnt rr — OWL -I" I ou - «v mgn- ano t bb >au < lou mg(L • Effluent #2 = BOD. < 30 mglL and TSS < 30 mg/L CST Name (Please Print) _ Signature CST Number 13RUCE W BLAKI .MAN / SLt,cC.C_ C� �%� s crt--� 70N1-1� Address Date Evaluation Conducted Telephone Number 04903 C'11ARLES.101INSON ROAD .ASIILAND. WI 54806 1 L20l2024 7 15-209-2569 Property Owner MAKI Parcel ID # 6294 t E Page of 3 Boring U Boring # yO ?? Q pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff "Eff#1 'Eff#2 1 0-7 5YR3/2 I'S OSG MVFR CW 3A•1 .7 L6 7-16 ;YR4/4 S OSC, ML 6W 3C .7 1.6 3 16-42 5YR4/4 S OSG ML GW ZM .7 L6 4 42-72 5YR5/6 S OS6 NI G!V 2F .7 1.0 S 72-SO 5YR5/6 Cl F 5 Y R 6/8 FS OSG M1"i - I F 5 1.0 Boring # El Boring Pit Ground surface elev. ft. Depth to limiting factor in Snit Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 'Eff#2 ❑ Boring # BoringGround surface elev- ft. Depth to limiting factor in Pit Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fP 'Eff#1 'Eff#2 ' Effluent #1 = BODS > 30 <220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD,, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opPurtunity service provider and employer. I I . ou need assistance to access services or need material in an alternate fonnat. please contact the department at 608-266-3151 or T-hY 608-264-8777. SM8130T�f IR.O 00) TA, E 3 cf 3 IVrti! &/E 5.6 r'�� 1rR y IV 70w4, v-F BjAA�Z-. C 6,7 4 c2c,-s Woolf b �.:�t��Tsae- �ysrE� u,vk•�.xvw� �r/,20 .2-c a y ki DEC n 2 2024 16 0 h K = /01�=.Bay'li I Co 1 i, ti-6.rig C'el:,, csr /0 Y/ yk5, S4,?C �S�sntC— AP-, A 1.5a't C6 z LAW,' E: :HOpll 78. o 4PPleoA . I Rtv� ry sr ry 13 DEC 0 2 20' 4 � W-,consin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County BAYFIELD 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 Parcel I.D. 6294 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location DANIEL MAKI Govt. Lot NW 1/4 NE 1/4 S 5 T 49 N R 4 E( r® Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 81805 ST HWY 13 City State Zip Code Phone Number[]City [:] Village ■' Town Nearest Road WASHBURN 1 WI 1 54891 1 ( 715 ) 209-0512 Tl A TTT TTT7TT T I ST HWY 13 New Construction LlseE] Residential / Number of bedrooms 6 or 7 Code derived design flow rate Replacement Public or commercial - Describe: Parent material GLACIAL FLUVIAL Flood Plain elevation if applicable General comments CONVENTIONAL and recommendations: STEP SYSTEM 2 FEET IN GROUND WITH LIFT PUMP DESIGN LOAD RATE = .7 GPD/SQ. FT. GPD ft. a Boring # 0 Boring Pit Ground surface elev. 98 ft. Depth to limiting factor 76 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff "Eff#1 `Eff#2 1 0-5 5YR3/2 LS OSG MVFR CW 3M .7 1.6 2 5-13 1 5YR5/4 S OSG ML CW 3C .7 1.6 3 13-36 5YR4/4 S OSG ML GW 2M .7 1.6 4 36-76 5YR5/6 S OSG ML GW 2F .7 1.6 5 76-84 5YR5/6 CIF 5YR 6/8 FS OSG MFI - - .5 1.0 F 2 ] Boring # Boring 98 76 ■ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Raie Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF *Eff#1 -Eff#2 1 0-5 5YR3/2 LS OSG MVFR CW 3M .7 1.6 2 5-13 5YR5/4 S OSG ML CW 3C .7 1.6 3 13-36 5YR4/4 S OSG ML GW 2M .7 1.6 4 36-76 1 5YR5/6 S OSG ML GW 2F .7 1.6 5 76-84 5YR5/6 CIF 5YR6/8 FS OSG MFI - - .5 1.0 " Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number BRUCE W BLAKEMAN f3�LGQ— 708148 Address ` Date Evaluation Conducted Telephone Number 64903 CHARLES JOHNSON ROAD ASHLAND, WI 54806 11/20/2024 715-209-2569 Property Owner MAKI Parcel ID # 6294 2 3 Page of Boring # U Boring 90 72 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 1 0-7 5YR3/2 LS OSG MVFR CW 3M .7 1.6 2 7-16 5YR4/4 S OSG ML GW 3C .7 1.6 3 16-42 5YR4/4 S OSG ML GW 2M .7 1.6 4 42-72 5YR5/6 S OSG ML GW 2F .7 1.6 5 72-80 5YR5/6 CIF 5YR 6/8 FS OSG MFI - IF .5 1.0 E Boring # El Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 I *Eff#2 ED Boring E Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil ADDlication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF *Eff#1 I *Eff#2 * Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L 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. SBD-8330Test (R.07/00) nIl'� k L tirk1f N£ . s 6 Ty9 /wk y w Rm - AOA1L i z" A&vc C-P. oumb i iv �;/Qo)� E b S'iiC 9-,czsr.r#jc.- Ws-rcm uivk,voioA, fi aU ;u, � y Ra�INC- AR4-r4 t\ �OEC 0 2 ?024 16 ``OAK- eat x�AZ4 q&� q�A gz:fi LAWAI E E X8. a A�PPRcpX . c : - E44 7q:e- -� - E c