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Home My WebLink About128-26SR- oosoa- qp ab "+ �/�D /� '� Wisconsin Departrnedof Safety and Professional^, L TEST #iENTERED S� :, -._ t Division of IndustryServices 'P= -1 SOIL EVALUATION REPORT 13 :rd • In accordance with SPS 385. 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 percent slope, Parcel I.D. I I scale or dimensions, north arrow, and location and distance to nearest road. 04021245062720400090000 t 1 63 6 Please print all information. Reviewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). p 0 C, I Property Owner I Property Location ❑ ❑� BRANDI LYNN ZINSMASTER Govt.Lot Y. '/.527 T 45 N R 06 E (or) W Property Owner's Mailing Address I Site Address or CSM and Lot #: 901 231 /2 ST Site CO City State Zip Code Phone Number U City U Village It Tam Nearest Road CHETEK WI 54728 7155800941 GRANDVIEW CO HWY D MENewConstruction Use:@ Residential/Numberof bedrooms 2 Code derived designftow rate 300 GPD [JReplacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft. Parent material General comments and recommendations: System elevation Is 88.65 with 3' of vertical separation. System sizing at 0.4. Alternative treatment systems may allow for a reduction in vertical separation. Boring I Boring # IPit 89.15' 42it 85.65' Ground surface elev. ft. Depth to limiting factor in. / Se'. ft. Soil Annlication 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 1 0-4 7.5YR 3/3 SIL 3FGR MVFR AW 3VF-CO 0.6 0.8 2 4-16 7.5 YR 4/4 SIL 2MSBK MVFR CS 3F -CO 0.6 0.8 3 16-42 7.5YR4/4 IFS 0SG ML GS 2M 0.5 1.0 4 42-55 7.5YR 414 2.5YR 4/8 F1F LFS OM - AS 0 0.5 1.0 5 55-60 7.5YR 4/3 2.5YR 6/3 D3M GR SCL OM 0 0.0 0.0 2 Boring# ❑Boring 88.60' 44tr 84.94' ®Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Aoniiratlon Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •E8#1 •Eff#2 1 0-5 7.5YR 4/3 SIL 2FGR MVFR AW 3VF-CO 0.6 0.8 2 5-19 7.5YR 4/4 SIL 2COSBK MVFR CS 3F -CO 0.6 0.8 3 19-44 7.5YR 416 VFS OM - AS 0 0.4 0.6 4 44-50 7.5YR 4/6 2.5YR 4/8 F1F VFS OM - AS 0 0.4 0.6 5 50-55 7.5YR 4/3 Z5YR 613 D3M GR SCL OM - - 0 0.0 0.0 CST Name (Please Print) S' CST Number KEVI MCKINNEY 224234 Evaluationcons `FE GD Telephone 9�y4mher 11130 L LEONARD SCHOOL RD CABLE WI 54821 8/8/2 25 RCCF-,Y 15- • Effluent #1 = SOD > 30 5 220 mg/L and TSS > 30 5150 mg/ rL'&D#2 = BOD, 530 mg/L and TSS 5 30 mg/L Pt1� f( SBD-8330 (R(M/21) Bay�b C'1o. Amy ��qp end Zoo np 3 Boring # ❑ Boring 89.0' ® Pit Ground surface elev. ft. 2 • 3 Page__of_ of 42" 85.50' Depth to limiting factor in./ �elev.ft. Grit anntl icafinn Pala 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 0-6 7.5YR 3/3 SIL 2FGR MVFR AW 3W -00 0.6 0.8 2 6-19 7.5YR 4/4 SIL 2COSBK MVFR CW 3F -CO 0.6 0.8 3 19-42 7.5YR 416 VFS OM - AS 0 0.4 0.6 4 42-49 7.5YR4/6 2.5YR4/8F1F VFS OM - AS 0 0.4 0.6 5 49-55 7.5YR 4/3 2.5YR 6/3 D3M GR SCL OM — — 0 0.0 0.0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I stev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az Cont Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 E1f#1 •Eff#2 F1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In./ elev. ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cant Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 tEtf#1 •Eff#2 * FJOuent #1 = BOD > 30 5 220 mg/L and TSS > 30 s 150 mg/L t Effluent #2 = BOD, £ 30 mg/L and TSS ≤ 30 mg/L RECEIVED Z3 ^82026 BaYf 6d Co. planning and zoning Agency PAGE 3 OF 3 ZINSMASTER GARAGE N SHED BM ❑ 100.0' -4- WELL SCALE 1=40' BRANDI LYNN ZINSMASTER 0, 901 231/2 STREET 40' CHETEK WI 54728 715-580-0940 - 5 ACRE PARCEL LOCATED AT 2 ≤ 7� 53630 CO HWY D 1; a'/ar/ TOWNSHIP OF GRAND VIEW S27T45NR06W PIN 04-021-2-45-06-27-204-000-90000 BUILD SITE ELE V. 90.90' BM TOP OF WELL SYSTEM ELEVATION 88.65' WITH 3' OF VERTICAL SEPARATION FROM LIMITING FACTOR PROPERTY LINE ALTERNATIVE TREATMENT SYSTEMS MAY ALLOW FOR REDUCTION IN VERTICAL SEPARATION SIZING AT 0.4 ■ BI 89.15' RECEID AUG 28 2026 BaYftb CA. A9 plannlnB and Zoning B `-Y F I E LD 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: ZINSMASTER, BRANDI LYNN SR -00502 901 23 1/2 STREET CHETEK, WI 54728 Transaction Number: SR -00502-4D287 Description Certified Soil Tests - Review & Filing Fee Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 6866 Paid by: HK Septic Service, 11130 Leonard School Rd, Cable WI 54821 Payment Type: Check Transaction Date: 9/1/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.