Loading...
HomeMy WebLinkAbout15-26WieC6n3�i ar9n>tftfSBF &ProfessionalServices Page / of__4 Division of ervices SR-oo37a- g ENiW0 SOIL EVALUATION REPORT xl o• qZ � r itl"b 3S, •�'+ro,,,,,�a� In accordance with SPS 385, Wis. Adm. Code County Boy Ce/cl Attach complete site plan on paper not less than 8 1/2 x 11 Inches in size. Plan must include, -h/ but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel 1.0. 04 OI ZZ ¢'..0524/ZO 3OOO 4000 scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Rev Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m))./7'737/ Property Owner RECEIVED Property Location -5 Z. ❑ paEsroN M. 4MWNWSoN Govt Lot SW '14 NW Y. S £4 T43 N R o3 E (or) W PropertyOwners Mailing Address DEC 08 ZOZ5 Site Address or CSM and Lot * LOT! ° C5M V..(e PZ44 4/9g / R,EL5 ReAO City, State, Zip IP{h�o�nwe�NaI� LJ City LJ Village Town Nearest Road CAmr—' , W/ 59921 I "7 ) 6S8-4D&j I _ CA 6t_E S4NSEr E New Construction Use: ❑ Residentlal/Numberof bedrooms -3 Code derived designflow rate DSO GPD ❑ Replacement ❑ Public or commercial— Describe: Flood Plan elevation if applicable ft. Parent material 4't4ClAL. 6Q17WAs s/ General comments and recommendations: A VRP /0D &%DP /" h. /y(oPVc p/,oe ( it Srt29 7,g/N IYW 96s I 7 Boring # ❑Boring q855 &Pit Ground surface elev. ft. Depth to limiting factor 1,2. in. / elev.ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#1 ,Eft#2 / o— j yl? 2.52 Nei 31 wb j. sbk ,n / cw 5F ,S 2 a -ZS SYR 2 N/1 Is irnsWc mV r C 1 7 1.1 3 14-37 SVR SG N� cs r o m/4W - ,7 Ii 4 37-�7 $ 4 S ml 61/ - • 7 /. Z S -74 5Y/? v 1,14 C5 Q.sq q.w - .7 G 6 74-79 5 R9' Nb 5 Os m W - .7 li Z 7 7g-ll2 SW? im NQ C.5 on hi — — L Boring # Boringl•S EMPit Ground surface elev. I ft. Depth to limiting factor' /0 in. / elev. � ft. c„ir AnnllrMlnn Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 'Eft#2 0-q SYR Z• z- NA s& cw 3vf • S r 7 Z q-24 SQ i�.. biA 15gr,cc link mv1=r cv! Zf .1 f, Z ' ",9 SYR 4/4. NA S co Os rn W /f .7 l• Z 4 4S -SC 5YR G NA cc,gr,ca dsg m/ c.vi — .7 s ss'- 79 5YR B A 6 s m l QW — .1 l• 2 /0 fl -S4 MR S NA cs O.sg ml Uf — .7 1.4- 1 4- 90 5YR 4!n NA 5 0s In —7 'It CST Name (Please Print) bzjvN/s �s45MUSSGd Signet CST Number 2 Z/sir SP -c8 710608-7 Address Date Evaluation Conducted Telephone Number 7/S-5350-OZSd ` Effluent #1 = BOO > 30 220 mg/L and TSS > 30 s 15o mgrL ` Effluent #2 = BOD, s 30 mgIL and TSS s 30 mg/L SBD-8330 (R03/22) Page of 4 ❑ Boring c •.• Boring # ® Pit Ground surface elev. ft. Depth to limiting factor_��6_in. / elev. h_ ii. 3a Snii AnnIL- atinn Rata Horizon Depth In. Dominant Color Munseli Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 a -q $ y� �. s ` /VA sl cob 2 -1-SM m 1 cw 3f 5 , 9 2 --35 SY 4 /s1c 2m m r cw 2f 7 1,2. J 35'• 5Yk 4/4 NA :s, d s; _ — 1.2 48-" SYR s NA S as uv - .7 1.2. So S yg 54- Nd s -- - ! . ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev. it. Snil AnnI1n. Linn Rata Horizon Depth In. Dominant Color Munseli Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 ❑ Boring # O Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. I elev. ft. I Soil Anolicatlon 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 * Effluent #1 = SOD > 30 220 mg/L and TSS > 30 s 1 S0 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L V l PPESTM'KI SMWNOSo, 1/905 rt?cZu RoAb CABLz Wl 54a2/ T'Sx 2.D• g6b2- Lor/ o/ cjn V(. PZ44 J) Sw. ,/VW,1141 SZ4 7'431/ R6SW F'ea s/a s92✓ O 4 vpp Imo'&7'pp /" pvc pipe AT 645E of ,OON,i [.L /3 //Zuf $t tSo/L P/r / 4853' 'S Y •I 43 99.25' SysyzM fl4V 9S,,sa' PR)V, Dl?• NI/J6 RAs1Qs5S 6P - o874000g,3 NPR` 22,/5/6 '/hV3oi zo2S SGdte /'=4b/ ®z i P"I 1 I _ I i fi N W V o sN f W i, mt. Soil Profile Sheet Owner: PEE$1o4' etQNA5MV Soil Tester: QYil//S Rd5t4QS'_:V System Elevation: ?C5 Load Rate: System Range. 745to 94 33 9z5) Ito I flttv' :JI u ZUZO 7ayfield Co. Planning and Zoning Agency L` P :- SYSTEM p V 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: Submission Number: AMUNDSON, PRESTON M SR -00372 41905 FRELS RD CABLE, WI 54821 Transaction Number: SR-00372-398FD Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 2794 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 3/9/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.