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Home My WebLink About008-1064-70-000 (3) ~sr-zotS o3s RECEIVED' Wlsccnsin Degrrr~nerp rce SOIL EVALUATION REPORT Page of Division of SaffbblH~ tx1 If gs in accordance with Comm 85, Wis. Adm. Code i ST, C~tc~iX COUNTY County Attach ~tJDWBW[ess than 8 1/2 x 11 inches in size. Plan must indthjj''e``, not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. rJ Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / 12,4 A)73 //U IL-1-15- Property Owner Property Location n u, / Govt. Lot 1 /4 5J 1 /4 S Z Z. T Z N R E( r) W Property Owners Mailing Address Lot # Block # Subd. me or CSM# _ ! 44 State Zip Code Phone Number ❑ City ❑ Village Town Nea est Road New Construction Use: &Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable /L / (Zo wg ft. General cornrnents and reconxnendations: System Type r7Lz.,l System Elevation BoringA cb$-10c`/- 7a- Boring # © 14 Pit Ground surface elev. 1t~ , ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure CRoots GPD/ff in. Munsell / Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 'Eff#2 b. r 1 / r l J F7 Bori J ~ # ~Bonng 1 Pit Ground surface elev. ft. Depth to limiting factor 04 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z 11-~7 s - ~ ~z Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg(L CST Name (Please Print) ature CST Number Bird Plumbing, Inc. Shaun Bird , 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 540 j % s 715-246-4516 Property Owner _ Parcel ID # Page of Boring # El Boring I r ® Pit Ground surface elev. 3 ft. Depth to limiting factor f ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 j ~-s Q y -k,, 141 :61t , ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SOD-8330 (8.6/00) r Soil Test Plot Pi >n Project Name Steve Beckman S an ---Bird Address 141 320th St. Wilson Wi 54027 STM #226900 Lot E 1 /2 Subdivision da 7/20/15 SE 1/4 S W 1/4S 22 T 28 N/R16 W Township Eau Galle ❑ Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top steel fence post with orange flag System Elevation TBID *HRPSame as Benchmark Property Line Scale is 1" = 40' unless otherwise noted X7% Slope 40 B-3 87' 89' 30' / 91' B-1 80, DOE] 93' B-2 60' B.M.* 20th Ave 3 0' 300'