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HomeMy WebLinkAbout12-26P ty ,,, i I T # is -a( \ Wisconsin De artnler�o a al ces 2- OC371 p$ep�; J; SOIL EVALUATION REPORT `s �'F DEC 0 8 2025 In accordance with SPS 385, Wis. Adm. Code Attach core plate site pie e not less than 8112 x 11 Inches in size. Plan must include, but not limited to tdgdl�gF>dlgttt�earptrenoe point (BM), direction and percent slope, scale or dirnensl6rl�' no artow, and location and distance to nearest road. Please print all Information. 7�17IF-M& .Iro1 Eliic"�e' e Tax L 4 374/9 ounry 5AY9/ELD Page 1 of - l.D. o4 —o/2 —z--43 oz -Cxl7- f cao Property Owner `r Property Location ❑ P rraSkit [), A Nlaffhe i ! . &tse11/nD OovLLot Nw IC Sw IC S /S' T 93 N R Cj E(or) Property Ow ier's Mailing Address Site Address or CSM and Lot#: I G-SAV Z3 P.O. eox £49 /ksc :.I z/0c 2ozslt 4'm£3 2 - City, State, 21p Phone Number ❑ city ❑ Village ® Town Nearest Road 5-493/ (2/8)373-4548 Cable Ca• /ftn+Y /7 NewCoruitruction Use: U Realdantial/Numberofbedrooma Code derived tles)gnflow rate ¢5CS GPD ❑ Replacement ❑ Public or commercial - Describe: Flood Plan elevation if applicable — ft Parent material General comments and recommendations: I r7 S k ii itrcncAes o "6 3o" $/%t / n h co, is ©Boring # ❑Boring f38,,o aPit Ground surface elev. R Depth to limiting factor f0$ in. / elev.ft Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots bon Application Rate GPD/Ft2 In. Munsell Qu. Az Cont Color Gr. Sz. Sh. / 0-4 3(YR 34 .t/5. s/ Zm sM 'nFr CV/ /m ,Eff#7 5 ,Eti#2 . 4 2 4-i9 SYR 4G NA i5 2m Sbk mvPr /F .7 /,L 3 /9-p SYR 4i /lr A Os ml &w in? i7 /,2 `f 41-7L cm �., >v4 CS Osy ml Ctti - '1 11. S 72.7¢ !.5PR -'/iP A 5 Osg m/ LW = 7 ti 6 i4 -7s SYR MA 15 059 myT'- ci/,/ - .? 1.2. 7 78-/08 SYK 4v NA S 051 ml - - .- 1.Z. Boring! # []Boring ®Flt Ground surface elev. V4'5° ft. Depth to limiting factor 78 in.! elev. g H. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. St Sh. Consistence Boundary Roots Dori Appncauon mate GPD/Ft2 'Eff#1 'Eft#2 1 3 o-4 -20 20 33 y YR 74 5YR 2.5V Nd Si 2156k 2n156k 85 fn cr fnvPr m / oW GW 31 2n) / r 6 .7 7 a /.Z /,2. 4 3343 YR.sq j —1 NAS 47S / - r"1 1.1 4- SS-cl 2.SYR 4 /s r 20 Pr 4W - ,7 /.Z .7 ''i- 78 5YR /o NA S &5q ml - - •7 I.?-. CST Name (Please Print) Signature -r/ J CST Number DeonLc RC7cfl,QSafl Y __— -s- „yp_vg37-1vAoeo3 Address fl4z5 kaen2 /J Rd �zt7� j l Date Evaluation Conducted // Of 2s Telephone Number 7/$'$c3O'G7$`/' ' Etfluent #1 = BOD > 30 s 220 mglL and TSS >30c150 mgll * Effluent #2 = BOO, s 30 mglt and TSS s 30 mgiL SBD-8330 (803/22) ❑ Boring �► f Boring # 13Pt Ground surface etev.�._it. Depth to th Rlingfactot IZ n. I elev. g 9 Z r ' Horizon Depth In. Dominant Color Munsei Redox Description Qu. Ax. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary 5'R IAA hr caw 4Z' 5yR 44, Ad Is 2m s6k t',Cr iW 3 z3/ qyj NHS vn 31-5 ,Q, GS d Cif 55i SYR MA s des 1 � L.1 / � J /J■ oring ❑ Pit Ground surface elov.��,'� _____ft. Soil Application Rab Roots GPDJFt2 *EfE#1 Ef1#2 2ry L ii t.a Depth to limiting factor '7 ft. Horizon Depth in. Dominant Color Munseil Redox Description Qu. Az. Cont Color Texture Structure - Gr. Sz. Sh. Consistence Boundary Root vvu riqsuvguuu Mu GPD/Pt2 * *EMI2 l °-4 cm N4 Nd 4 s a9 Z 4 --el 12 I $ , 7 r. SIR /i ivA 5 4 31-6Z 5YR 4j- N C.5 ,7 !._ /2'4 5Y1? 44 N L] Boring # `132) ❑ Pit Ground surfiace elevv " ft. Depth to ttmlting factor 8� �.1 etevz� __ l-torizon r. Depth In. -5 Dominant Color Munsetl SYP 34 Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots %NWAI r.yu.aiiuii 1Sai GPDIFt� *Eff't # *Eft 2 S I7 I, 2. 3 —3e Y� ` , 7 o.� - — YR 1 5 .1 78 YR * ffuent#1 = SOD > 30 s 220 mg/L and TSS > 30 150 mg/L. * Efguent#2 = BOO, 30 mgIL and TSS s 30 mg/L 'c2 s//UA / /y4rr-,1aw .o/tseIL/N© _R. O. Box s49 C4&E, IA/Z. S982 / SC -C /5,T43N, R67W LOT/ LSt12366 0 sc iy boc 2625'-�0��92 ELEV dTP/ 93_ B/ g2. , 10.6,(7 -,OP «PIP) 97,/i' 96.36, 94.65' p8.45' 97./5' NaTE, 5ACl TRENCH To .5E b $/GNsb no 4L/,SV wiri/ c'/sr/.help e',3 Pt N ----•• : gl � YAi n 6n /�tpopamold 6 7-R,5VC/4 I- 94% Oo ' ; I TRZAIC � 2 - 95 -So' J e w,v/s R'ASMUSSE It I SP-o874oas83 a 4a RECEIVED DEC 06 2025 Soil Profile Sheet Planning and Zonm9 �� iy/ ' ,L �. - Owner: f3erso//i7o Soil Tester: .Deinn,A Rasmussen System Elevation: 9`f Load Rate: • 7 System Range-. 9'/'to ' P1(97.1O) n(94.3) P3 (9S•4Sj 77 94 73 3 9►. I b' RECEIVED DEC 05 2025 Barb Co. planning and Zoning Soil Profile Sheet Owner: 'So/ //rna Soil Tester:/nn,Tharnassen 7iP�Nc i.fl System Elevation: 9S S Load Rate: ,'7System Range. 9�flSto 1G.S ........ ..... ------ 9b - ___ gs:ks 99 ......----. 94 ...... _.... 9b........... CATALIS " Payment Receipt Your transaction has been successfully completed!! Your Confirmation number is : 7452382895 Reference #: 260305105644030DCE11526030510564 Thursday, 05 March 2026 11:08:48 [CST] Parcel Number: 39419 $50.00 Account Information Payment Type: Permit Payments Bill Payer Details Dennis Rasmussen 42625 Kavanaugh Rd Cable, WI 54821 Payment Details Payment Amount: $50.00 Convenience Fee: $1.95* Total Amount: $51.95 Payment Method: Card Number: XXXXXXXXXXXXX4485 Expiration date: 03/2031 © 2026 Value Payment Systems, LLC. 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: Submission Number: BORSELLINO, JOSHUA D & MATTHEW R SR -00371 PO BOX 549 CABLE, WI 54821 Transaction Number: SR-00371-3FBD6 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $51.95 Reference: 7452382895 Paid by: Dennis Rasmussen Payment Type: Credit Card Transaction Date: 3/5/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.