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Home My WebLink About103-26flCP RL TEST # 103-aL vF�APf4f.1'l Wisconsin Department of Safety&ProfesslonalServices Division of Industry Services l70`17j SOIL EVALUATION REPOF 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. irsonal information you provide may be used for secondary ourooses (Privacy Law. a. 15.04(11(mll. ,JUL 912076 Page/ _of_3 Bayfleld Co. ning and Zoning Agency County Parcel I.D. �r r� Date Property Own r✓�1 Property Locatlon ❑ ,� PropeD Own s M ling Address„ Site Address or CSM and Lot #: ZT 6 y 5 N O I ender qty, hate, 7nip �� Phone Number ❑ City „ ❑ Village 19Twvn Nearest Road ®'NewConstruction Use: 10 Residential/ Numberof bedrooms 3 ❑ Replacement A �/ ❑ Public orr commercial - Describe: Parent material aA .,taj* ECG 1&e t1Lt crc4. General comments and recommendations: _ • /_ p / / Code derived designflow rate ,`Z'Q GPD Flood Plan elevation iff{aapplicable —.�r. f. ,f l-QL..0 /t±Oar Boring # LJ During w �7 Pit Ground surface eiev. /t1ter 3 F+ Depth to limiting factor n. / eiev. 7 d 5- Ft Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots;*Eff#l err.. GPD/Ft2 •Eff#2 6ie z ,3 /32 R1vYR6 -3 - z 3 'Z Boring # ❑Boring fPit Ground surface elev. 9. I F+ Depth to limiting factor a6 In.! eiev. Ft Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots r,yynwnw, flaw GPDIFP •Eff#1 •E(f#2 l - i rR aZF �F.1 �! - t 12 7Z/r•., , L/ 6 - - z CST Name (Please Prinl Mark Palmer - High Miff Consulting Signature CST Number 224736 Address j P.O. Box 176 Galesville, WI 54630 I Date Evaluation Conducted 6 —So -a (O Telephone Number 608-582-2205 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L • Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) RECEIVES ` r 6 ❑ Boring Borin4WL fi312026 SPIt ...,ninny atya ec...A emq Pfarinlna and 7..... A......... 0 Page•o2,---�of Ground surface elev. 991 0 Ff Depth to limiting factor2^ �in. / elev. 7rs �J � F+ Soil Aooli Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPO/Ft' •Eff#1 'Etf#2 I -s o2 , Y , z - rz . ,9 sYRce 9..ai 1z ❑ Boring # ❑ Boring --- _. — ❑ Pit Ground surface elev. F4 Depth to limiting factor in. /elev. - ♦ l Snit Anollcallon 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 'Eff#2 ❑ ❑ Boring Boring # ❑ Pit Ground surface elev. Ft Depth to limiting factor _in. I elev._Ft Soil Aoolicatlon Rate Horizon Depth In. Dominant Color Munseli Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 'Eff#2 Effluent #1 = BOD >30% 220 mg/L and TSS > 30% 150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L ❑ Boring aBoring# SPit o RECEIVLD Pagee-ocof 3 Ground surface elev. 99 O + D3jth to lynjirra rain. / elev. iLS F+ Bay5eld Co. a.._t.......A 7...,:n.. Ananry Cna Annl liratlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FP In. Munsell Qu. Az. Cont. Color Cr. Sz. Sh. 'Eff#1 'Eff#2 cz rc —s - ,z . -- l z sYR Z o R J - - O.D BD ❑O Boring Boring # O Pit Ground surface elev. F4 Depth to limiting factor in. / elev. �} Rnil Annllratlnn Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 Eff#2 ❑❑ Boring Boring # ❑ Pit Ground surface elev. F+ Depth to limiting factor In./ elev. Pt Soil Aoolicatton Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft' Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L Graphic Scale 200 10 20 e ( in feet) 1 inch = 20 ft. Legend w P# = Pit = BM (grade @ steel post) = Contour line (1' interval) xx ' = Slope direction Cory Barnes NW 1/4- NE 1/4, Section 22 T48N-R5W Town of Barksdale, Bayfield County, WI Tax ID: 275 Nolander Road, Washburn, WI, 54891 Notes: • Underground utilities not located as or this date. Further research is oe ? recommended before any construction or excavation. • Boundary Intonation is based on apparent property lines. A surrey is Dy recommended to determine true property lines. • Location and elevation of building sewer(s) is beyond the scope of this report. • Parcel size=40 sorest o • No well on site. Future installation must comply with NR 611 & 812 ♦ •0 100.0 ` \ 1 \ \ 1 1 � JUL 3120'16 ` Bayrow Co. 1 Piing and Zoning Agar' i P1 100.3 1 ebi \6.S°/0 ► O \ �\ \ ♦ ♦ 100.0 / s.a� P299.1 HIGH CLIFF CONSULTING LLC P.O. Box 176, Galesville, WI 54630 608.582-2205 service@highcliffconsulting.com www.highcliffconsulting.com Drawn Date: Job: SJS I 6-30-2026 BARNES - ) - BXYFIELD 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: Submission Number: BARNES, CORY T SR -00479 307 BEASER AVE ASHLAND, WI 54806 Transaction Number: SR -00479-4B353 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 13673 Paid by: Cory Barnes Payment Type: Check Transaction Date: 8/4/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.