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Home My WebLink About120-26sK-OOL4%- O• IL TEST #la0-a6 Wisconsin Department of Safety and Professional Services Page 1 of Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Ws. 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 percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 38644 Please print all information. ReR+iewed by m -' I nA I Property Owner Property Location V . J ❑ DAVID & PATRICIA HOGAN Govt. Lot NW '/C NE '/. S 19 T 50 N R 04 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 18006 CREEKSIDE DR City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road ❑ New Construction Use: ® Residential/ Number of bedrooms 3 Code derived design flow rate .AQ GPD ® Replacement ❑ Public or commercial — Describe: _ ENTERED Parent material SANDY OUTWASH WITH UNDERLYING CLAY DEPOSITS Flood Plan elevation if applicable NA ft. $��o General comments and recommendations: SITE SUITABLE FOR A MOUND SYSTEM ® Boring 1 Boring # L_J ❑ Pit Ground surface elev. 97.4 ft. Depth to limiting factor 10 in. 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 0-3 7.5YR 3/3 NA s NA NA NA NA 0.7 1.6 2 3-10 7.5YR 6/8 NA s NA NA NA NA 0.7 1.6 3 10.44 7.5YR 5/6 c2d 7.5YR 7.4 s NA NA NA NA 0.0 0.0 4 44-55 5YR 5/4 c2d 5YR 7/4 c NA NA NA NA 0.0 0.0 ❑ BBoring # ❑ Boring ® Pit Ground surface elev. 95.7 ft. Depth to limiting factor 10 in. Soil Application 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 7.5YR 3/3 NA s Osg dl cs 1m 0.7 1.6 2 4-10 7.5YR6/8 NA s Osg dl cw 11 0.7 1.6 3 10-40 7.5YR 5/6 c2d 7.5YR 7/4 s Osg ml gs lvf 0.0 0.0 4 40-45 5YR 5/4 c2d 5YR 7/4 c 2msbk mfr NA lvf 0.0 0.0 Fffluent a1 = R(lrl > sn 5 220 mn/I and TSS > 30 5 150 ma/L * Effluent #2 = SOD. > 30 5 220 ma/L and TSS > 305 150 ma/L CST Name (Please Print) SignaturC CST Number EDWARD J WROBLEWSKI ISP-72000013 RECEIVED Address Date Evaluation Conducted Telephone Number 84805 HATCHERY RD, BAYFIELD, WI 54814 6/30/2026 715-209-4055 stir n'?fl9. /n V U W w-t/SJ If(U9/ ID) Bayfield Co. Planning and Zoning Agency 3❑ Boring # 0 Boring ❑ Pit Ground surface elev. 93.5 ft. Depth to limiting factor 11 in. Soil Application Rate 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 0-5 7.5YR 313 NA s NA NA NA NA 0.7 1.6 2 5-11 7.5YR 6/8 NA S NA NA NA NA 0.7 1.6 3 11-40 7.5YR 516 c2d 7.5YR 7/4 S NA NA NA NA 0.0 0.0 4 40-50 5YR 5/4 c2d 5YR 7/4 c NA NA NA NA 0.0 0.0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in. Soil Application Rate 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 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in. Soil Application Rate 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 Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD. > 30 5 220 mg/L and TSS > 30 5 150 mg/L RECEIVED AUG 07 2026 Bayfield Co. Planning and Zoning. Agency EDWARD J. WROBLEWSKI, SKI, CST MSP-72000013 SOIL TEST PLOT PLAN DAVID AND PATRICIA HOGAN 31715 STAR ROUTE RD BAYFIELD, WI 54814 NW NE S19 T50N R04W TOWN OF BAYFIELD, WI SCALE 1" = 60' A APPROX 850' TO NORTH LOT LINE AND STAR ROUTE RD I WELL o \ EXISTING SEPTIC TANK EXISTING GARAGE APPROX. 350TO EAST LOT LINE I#1U 9].4' 2 2 10%SLOPE 95CRITICALSLP )93.5' 0 N RECEIVED AUG 0 7 2026 BaeId Planning Zoning and Zoninin g Agency SOUTH LOT LINE = BM 8' MAPLE. NAIL IN BASE = 100' 0 0 o e 5 so SHEET 3 OF 3 BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS Submit the Following (Use Permanent Ink): E3 Check List y_ ---E rdex Page / Title Sheet (Optional) I,'LLriginal Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers) G2'Original Plot Plan -cross Section Soil Profile Sheet (optional) ,J - ditional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) R'P�arcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used 52'Property Owner's Information (not prospective buyer's name) f'Property Location (Accurate Legal Description with SecfTwp/Range) It�'R�oad Name (where driveway is/will be coming off of) E'Flodplain Elevation, Flow Rate, Comments and Recommendations 19'Complete Soil Boring / Pit Information t� a- Soil Evaluation was conducted G2'CST Name, Signature, Number, Address and Phone Number ❑ *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) IHBench Mark (Description, Elevation and Location) Montour Lines (Example = 98.0' /96.0' /94.0') Eg'Property Location (Sec/Twp/Range/, Accurate Legal Description) Poriormgs (Locations and Elevations) l 'Percent and Direction of Land Slope ell Location (Including Neighboring Wells, if applicable) r((�. ❑ Location of Wetland Areas, Floodplain and Navigable Waters EIuildings, Driveways, and Structures (Location and Descriptions) :L/ovation of Property Lines VEE�xisting System Location 2'Address Number and Road Name p.14-fl Cyrrent Surface Elevation of Wetlands and Navigable Waters L9 C$r, Owner and Property Information North Arrow RECEIVED AUG 072026 Bayfield Co. Planning and Zoning Agency Fee: ❑ Certified Soil Tests - Review & Filing Fee $ 50.00 u/forms/sanitary/checklist/checklistforests F 1TFIELD 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: HOGAN, DAVID & PATRICIA 18006 Creekside Dr Clive, IA 50235 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00487 Transaction Number: SR-00487-4CFFC Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 3065 Paid by: Ed's Mechanical, 1491 County Hwy C, Washburn WI 54891 Payment Type: Check Transaction Date: 8/28/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.