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Home My WebLink About101-26SOIL TEST# /O/ -a G , Wisconsin Department of Safety& Professional Services Page_ J of .0 Division of Industry Services SSOIL EVALUATION REPORT (,,� y7� �+e,.,,,,,, •�` in accordance with SPS 385, Wis. Adm. Code County 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. D scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. w I Date /� Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.04(1)(m)). 7 / Property Owner �I o Property Location ❑ Govt. Lot Sv/Y.NE %.S / TL17N R 6 E(or)W Property Owner's Mailing Addr Site Address or CSM and Lot #: Cily, State, P q89/ Phone Number ❑ City ^ illage Town Nearest Road /a Q� S/p New Construction Use: ® Residential/Numberof bedrooms /ll Code derived designflow rate ISO GPO ❑ Replacement El Public or commerG I - Describe: Flood Plan elevation if applicable " ft. Parent material General comments and recommendations: 0"n..i _ a Boring # ❑ V ,aBoring G(/Af C1 �'b'4't Pit Ground surface eiev. IO4, 5- 4 Depth to limiting factor -2Q In. /eiev.(O.2z F1 Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 I •Eff#2 7 OS loy2 z. -z 7 s v ing and 2 >zsrr�� a Boring # ®Boring __ __ �t , ❑Pit Ground surface elev. 7 Ft Depth to limiting factor�Lin. / eiev. SY, 3 T:+ 0..a A...,a....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 3 _6- 3 f.6 -2S f2 if, 't _r CST Name (Please Print Mark Palmer - High Miff Consulting Signature I I CST Number 224736 Address P.O. Box 176 Galesville, WI 54630 Date Evaluation Conducted / �-30-,2 6 Telephone Number 608-582-2205 Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 £150 mg/L • Effluent #2 = DOD. £ 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) Page ❑❑ Boring Boring # ❑ Pit Ground surface elev. F} Depth to limiting factor In. / elev. F+ SoilAnnl 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. �} Soil Annlication Rate Horizon Depth Ip. 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. F} Depth to limiting factor n. I elev. _Ft Soil Annllcatlon 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 * Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L RECEIVED JUL 27 2026 BaYf' Co. Ptanotog and Zonx'g Age0 Notes: ' a Undergroundutlllties not located as o/Mis date. Further research is recommended before any construction or excavation. • Boundary infwmatlon is based on apparent pnperty lines. A survey is recommended to determine sue property lines. I. Location and elevation of building sewer(s) is beyond the scopeofMis report • el size=1acre3 • No well on site. Future installation must comely with NR 811 & 812. No. I•I•I•I•I•I•I•I•I•I•I - •I�Ir�� I•I•I•I•I•I•I•I•I•I•I•I■I•I�I�I�I• —�I•I•I•I•I•I•I•I■1.1.1.1■I■I■1■1•I■I•I■I■1\11.1.1.1.1.1■1.1.1.1■I■I•I•I • • ' j / /' I • - i N / ,/ ' ' '/ 1 P 104.5 i ' /' /' W * E a i i/' ' �- ti •,' I l ii I _ Coµ.-. / / I ' House / ! 1 I 19O 1 I I ■ ■ • I // I / • / , ✓ / P2 88.7 • Legend ,% 4 -'1 • ■I.1•I•I.1.1• = Property line e -------- = Contour line (2' interval) i i RECENED ---- =Lot line , P# = Pit q ., 026 �� 2 •- Q = BM (grade top retaining wall) xyo = Slope direction Bayflekl Co. • Gas = Fuel tank pWmkq and ZonN Amy ■ 7 G G •1.1.1.1.1 .1.1.1.1.1.1.1.1.1.1.1.1.1.1.L1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.LIGraphic Scale ,1.1.1.1.1.1.1.1.1.1.1. 1.1.1.1 b an o ,5 Jp so ( in feet) 1 inch = 3O ft. Phil Lupa SW 1/4 - NE 1/<, Section 1 T47N-R6W Town of Pilson, Bayfield County, WI Tax ID: 36098 69605 Lupa Road, Ashland WI 54806 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 I LUPA I _Z C O U N T Y Property Owner: LUPA LE,TROY T & RUTH 69605 LUPA RD ASHLAND, WI 54806 LUPA,ANTHONY T 69605 LUPA RD ASHLAND, WI 54806 LUPA LE,PHILLIP T & SUSAN A 69605 LUPA RD ASHLAND, WI 54806 Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00477 Transaction Number: SR-00477-4AC1A Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 1213 Paid by: Phillip Lupa, 612 Vaugh Ave, Ashland WI 54806 Payment Type: Check Transaction Date: 7/29/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.