The URL can be used to link to this page

Home My WebLink About1-26RECEIVED 1 Wisconsin Department of Safety and Professional Services Pageof !J$ Division oflndustryservices SR. oo376 JAN 0 2 2026 / ENTERED r SOIL EVALUATION REPORT SOIL TEST #� a(o Be In accordance with SPS 385, Wis. Plugjqd.6r11MA,parq Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include. Bay field 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. 17058 Please print all Information. R we '/�7^Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04(1)(m)). l7,%% 3 I ,xj%ir.C7 Property Owner Property Location ❑✓ Sawgrass Development LLC Govt. Lot NE % NE '/. s 1 T 45 N R 6 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 414 3rd Ave. E. 715-209-0646 applied for/ shares drive with 24395 Bibon Rd. City State Zip Code Phone Number ❑ City ❑ village 11 Town Nearest Road Ashland WI 54806 r t Grandview Bibon QNew Construction Use: ❑9 Residential/ Numberof bedrooms 1 Code derived designflow rate 150 GPD Eli Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable _ft. parent material Sandy Outwash General comments and recommendations: Holding Tank or Mound on 98.8' contour with .6 loading Boring # ❑Boring 99.5 1 5 . 98.2 Pit Ground surface elev. It. Depth to limiting fader in. / elev. ft. 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 0-3 2.5yr 3/1 - sl 2mabk ml gw 3co .6 1.0 2 3-15 2.5yr4/2 - sl lfabk ml gw 2n1 .4 .7 3 15-31 2.5yr 5/3 c2d 2.5yr 6/8 s 0 ml cw - .7 1.6 4 31-40 2.5yr4/4 - sc 0 ml cw - 0.0 0.0 5 40-60 2.5yr 4/4 - c 0 mvfii - - 0.0 0.0 2 Boring# ❑Boring 97.9 1 6 . 96.57 ®Pit Ground surface elev. It. Depth to limiting factor„ i i. I elev. ft. 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 0-10 2.5yr 4/2 - sl 2mabk ml cw 3f .6 1.0 2 10-16 2.5yr 6/3 - sl lfabk ml gw - .4 .7 3 16-30 2.5yr 5/3 c2d 2.5yr 6/8 $ 0 ml - - .7 1.6 CST Name (Please Print) Si a re CST Number Edward B. Redinger _ 221939 Address Date Evaluation Conducted Telephone Number 101511th Ave. E. Ashland, WI 54806 12/17/25 715-292-6670 Effluent #1 = BOD > 30 ≤220 mg/L and TSS >30s 150 mg/l. 'Effluent #2 = HOD. ≤ 30 mg/L and TSS ≤ ;0 mg/L SBD-8330 (R04121) ❑ Boring I' Boring # ❑� Pit Page L of Ground surface elev. 98.It. Depth to limiting factor 15 in. / elev. 97.5 ft. c.a A.%. l:...N:.... o 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 0-10 2.5yr 4/2 sl 2mabk ml cw 3co .6 1.0 2 10-15 2.5yr5/3 - sl lfabk ml gw 2m .7 1.0 3 15-20 2.5yr 5/3 c2d 2.5yr 6/8 s 0 ml cw 0 .7 1.6 4 30-35 2.5yr 5/4 - sc 0 ml - - 0.0 0.0 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. It. I 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. / elev. ft. Soil Application Rate 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 * Effluent #1 = SOD > 30 ≤ 220 mg/L and TSS > 30 ≤ 150 mg/L RECEIVED JAN 022026 Bayfleld Co. Planning and Zoning Agenq Effluent #2 = SOD, ≤ 30 mg/L and TSS ≤ 30 mg/L Customer Name: Sawgrass Development LLC SUPERIOR PLUMBING MECHANICAL Adress: 414 3rd Ave. E Ashland, WI 54806 SITE: no address - Bibon Rd. Grand View Phone #: 715-209-0646 (715) 278-3456 Email: ii@carlsonbuildinesupplv.com /' 2/95 CST# 221939 NO SITE ADDRESS YET NO WELL ON SITE YET Scale: 1" = 60' ' Shares driveway with 24395 Bibon Rd. PIN:17058 5 Acres NE NE 51 T45N R6W Town of Grand View Bayfield Co. A zs.m.: yct�/ AJa,:l /[ ,4s pti, ' 4— '4/ k9V89S 2546.. Jul RECEIVED I JAN 0 2 2026 t Beyfeld co. _ Planning and Zoning Agency 61A ]E3-A.YFIELD 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: SAWGRASS DEVELOPMENT LLC, 414 3RD AVE E ASHLAND, WI 54806 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00376 Transaction Number: SR-00376-3AE17 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10588 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 1/ 5/ 2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.