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HomeMy WebLinkAbout138-26SR-OoSOq Wisconsin Departmentof Safety and Professional Services Page / of ,c Division of Industry Services SOIL EVALUATION REPO$OIL TEST #13 8 o? & In accordance with SPS 385, Wiis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, `� {� fl 'ffu u C �� but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 37 S 96 Please print all Information. RGcei� Viewed by/,i a nDates/ry Personal information you provide may be used for secondary ourooses (Privacy Law. s. 15.04(11(m11 7.rn 1111 ii (I& & rir II I I /,mss ' 'ii""r "" Property Location - U l�1 /)ti1 i q \I 1 G. -iv Z( A- 7 I Qtly t C. )rt Govt. Lot •SQ % N b Y. S 04 T S) N R E (or) W Property Owner's Mailing Address Site Address or CSM and Lot M. 3600 Lr-rrc' S1 t3 T�'l'c R. . 7"36 00 LI TLt_ s4+✓a [Z4T _ City State i Zip Code i Phone Number ❑ City ❑ Village Town I Nearest Road (3R-fi rcz� t-5' s4t1q L1zz(PS' t !? ❑ New Construction Use: lk� Residential/Numberofbedrooms Code derived designiow rate So GPD ❑ Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft. ENTERED Parent material C, L4El Ac-- TLL q IN a6 General comments and recommendations: Its ) b 0 O o h.7 5S.t C_0 n 'at 1❑ Boring# Boring Pit Ground surface elev0 B 73ft. Depth to limiting factor 1 Zin. / elev l•48ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 "Eff#1 -Eff#2 6-S .St1LZ` SL- Z1hsb1t '(f4 W 4sJ (j.(P )•O Z S-- IS Z •5 TK-4/4 S;cj twcbX— M 1J I4: O. Q. (o )S -Lt 1,L."(v G1F Z•57L3H 5c— '4Ma$ M4, — I Q,Z .3 ci—ts Y2 t Boring # ❑Boring p1Pit Ground surface elev.OS 5.3ft1C . Depth to limiting factorI5in. I elev 7,ZBft. Soil Aoolication Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPDIFt2 "Eff#1 Eff#2 I o-4 SYt t% £L 7sL U t-( O.(0 /V 2 u IS Z•S rt " { S: c1 7.Y<— ,s.[r >J 16 o•`I O•(o 3 IS-Zo Z.5 7rt' GiF .5 ct5 e S,c 4r' cb / .Z O. 2.$ Y�L 'tEci WED CST Name (Please Print) Signature I,gpot3 CST Number Bayfield Co. Planning and Zoning Agen /Z 9l— Address Date Evaluation Conducted Telephone Number 90 Cub CA3 ' wy 715-]S -3355 i " Effluent #1 = BOD > 30£ 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOO, 5 30 mglL and TSS 5 30 mglL SBD-8330 (R04/21) ❑❑ Boring Fqi '3 Boring # Pit Ground surface elev.S • S.ft. Page &4 of Depth to limiting factor_in. I elev 25%t. I SoilAooli 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 O -S 7.$Y23 Sr_ Sb1L My iJ I$Z�4 O•(' Jo Z S /`9 Z uc ti CO a/k b IL m4- i_7 I4 0 r'J1 0 /9-2'f Sic.; C/FZscc/s SC- oak_ 4 0.3 4Z.'`A ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev.ft. e.m e....r..�r:,... o.»., 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 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev.ft. 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 s 220 mglL and TSS > 30 5150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L 1 ECEiVED SEP 11 2026 Bayfield Co. planning and ZorJn,- A rjC fl CHECK BOX AS APPLICABLE CHECK BOX AS APPLICABLE. O SOIL EVALUATION Scale: 40' ❑ SYSTEM PAGE 2 OF 0 SITE MAP 40 60 80 PLOT PLAN PROJECT NAME: , DESIGN FLOW: NS0 GPD rzl [S° 1 c hi f�/ ov r (10 n gad) 10 Attach design flow calculations for commercial plans. PROJECT ADDRESS: 436 0c L IT-ItL Sd N Z) tom -( Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5) BM Symbol: BM Elevation: DO .0 GT Sanitary Sewer. / BM Description: �� W tZL yTznN Force Main: Gradient(%) a Sl Slope Gradient ted dient 4 Well Symbol (if applicable): Q Indicate north by drawing an annoy on the approP rite line IMPORTANT: Show ground elevation contours at suitable intervals. OV M E'.. J t_ g'— : C_Oti-t R- '-nc cIov Cfl RD SI 3 (o a o Ssrt '3i e� _ 2Gioz_'. Sv/Nt Set -1 . Str" 2agW ?own' o,= b-fft'« 7flx 1J 37S8C (3M- Lace Q, -4it b 8S•)3 tx Qz —f$.53 -�-o? �N_ )oo.o Vi - Ro,s a e bt5lba i 85,10 3, p r 4 b' 3 O fly a d9 coVED SEP 112026 Planning era aunt"Te-.._. F I E L D 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: TRIBOVICH, PAUL L & VICTORIA 93600 LITTLE SAND BAY RD BAYFIELD, WI 54814 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00509 Transaction Number: SR -00509-562A9 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 15176 Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821 Payment Type: Check Transaction Date: 9/25/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.