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Home My WebLink About146-26SR-OOSa Wisconsin -Page1 3 �a� c 's Department of Safety and Professional Services SOIL TEST # /t,Jof /,,'� Division of Industry Services Ilyy; 1p 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. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). I.D. by Date PropertyOwner Property Location ❑ Q' MICHAEL R QUAM SR ET AL Govt. Lot SW Y. SE / s9 T 48 N R 9 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 4414 E 2nd St. 3585 Copper Hill Rd., Iron River, WI City State Zip Code Phone Number ❑ City ❑ Village • Town Nearest Road Superior WI 54800 i 9ZQ )6 t7 Oulu Copper Hill Rd Q New Construction Use: Residential/Numberofbedrooms 3 Code derived designflow rate 450 GPD ❑Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material Outwash Sands �=L General comments and recommendations: Conventional system with infiltrators @ 36" below grade. 0.7 loading. Li Boring# ❑Boring Pit 96.32 80 89.65 Ground surface elev. ft. Depth to limiting factor in. / elev. ft. c,.a A....u...,.:,,_ Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#1 Eff#2 1 0-8 Syr 5/2 - s 0 ml cw 3co .7 1.6 2 8-36 5yr4/4 - s 0 ml gw 3m .7 .6 3 36-80 5yr5/4 - s o ECEIVE - 1v1 .7 1.6 EP 28Z06 Plan ing and Zoning A ency 2 Boring # ❑Boring 95.92 84 88.92 •Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. A... II 44 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 1 0-8 5yr5/2 - s 0 ml cw 3co .7 1.6 2 8-39 5yr4/4 - s 0 ml gw 2m .7 1.6 3 39-84 5yr5/4 - s 0 ml - - .7 1.6 CST Name (Please Print) Sig at re CST Number Edward B. Redinger 221939 Address 1015 11th Ave. E. Ashland, WI 54806 Date Evaluation Conducted 9 !� 2O Telephone Number 1715-292-6670 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 s150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Paget of 3 IT Boring # ❑ Boring 98.32 no Pit Ground surface elev. ft. 90 90.82 Depth to limiting factor in. / elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 Eff#2 1 0-4 5yr5/2 - s 0 ml ow 3co .7 1.6 2 4-36 5yr 414 - S 0 ml gw 3m .7 1.6 3 36-90 5yr 5/4 - s 0 ml - - .7 1.6 ❑ 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 Cr. Sz. Sh. Consistence Boundary Roots GPD/Ftz •Eff#1 *Eff#2 ❑ 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 Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 *Eff#2 REGE WED Bayfit d Co. Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 £150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L Page 3 of 3 NORTH PROPERTY LINE �QE B.M. = 16 ELEV. NAIL IN 16ASPEN TREE 1' ABOVE G.E. G.E. AT ADDITION = 99.92' L200+/ -TO EAST PROPERTY LINE O� Plot Plan U 1" = 60'-0" RECEIVED SEP 28 2026 Bayeeld Co. Planning and Zoning Agency 140' +/- TO SOUTH APPROXIMATE WELL LOCATION CONTACT INFORMATION PHONE:920-840-1750 PARCEL #:26693 5.3 ACRES TOWN OF OULU SW1 /4 SE1 /4 S9 T48N R9W -'r, J 3 MICHAELRQUAMSRETAL Plot Plan SUPERIOR PLUMBING`" """` 3585 COPPER HILL RD Date 9/28/2026 C100 (715) 292.667O IRON RIVER, WI Drawn by JCR Checked by ED REDINGER, CST #:221939 Scale 1' = 60'-0" Private Sewage System Maintenance Agreement As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil testers report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 1/4 of 5E 1/4 Section 9 Township 9 N. Range -! W Additional Legal Description: S 4'0 A U/ '2S Town of Oh1 L A (Acreage) 5— Gov't Lot Lot_ Block Subdivision Lot__ CSM # _____ Vol. _ Page _ CSM Doc # ® In -ground gravity ❑ In -ground dosed ❑ Mound ❑ At -grade Sewage System Return To: DOCUMENT NUMBER 2026R-614038 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 10/05/2026 AT 1:06 PM RECORDING FEE: $30.00 PAGES: 1 Planning and Zoning ❑ In -ground pressure distribution Sewage System: ❑ Other Area Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within�7E date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorize to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. OCT O 6 Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced ass provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Bayfield Co. Planning and Zoning Agency Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturers specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds At -grade and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided bylaw. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) - Please Print Subscribed and sworn to before me on this date: / O -a -;o;' iil,oAg,e,Sf-' IMICHAEL K. SCHNEEB Notarized Owner(s) — Signature(s) Notary Public NOTARY PUBLIC ` c TATE OF WISCON My Commission Expires: S,W —c (a_o1 41 S Drafted by Date: /O— AZ -Q6 Proofed by: u/formstsanitary/septicmaintenceag reement Revised July 2020 B-LYFIELD 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: QUAM,MICHAEL RJR 3700 RIDGEVIEW LN KAUKAUNA, WI 54130 GOEKE,NICOLE 68455 N GEORGE ST IRON RIVER, WI 54847 QUAM ,MICHAEL RSR 4414 E 2ND ST SUPERIOR, WI 54880 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00521 Transaction Number: SR-00521-56BAF Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10950 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 10/8/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.