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HomeMy WebLinkAbout008-1057-30-100 (2) Page 1 of~ Wisconsin IRnd ~e P~/el~(~rofessional Services F""Division of I7nd~ nmx~';1e svV 4~. SOIL EV/ 6YE34E9P1T54M JUL 1 O c j l; _ In accordance with SPS 385, Wis. Adm. Coae ouSt.nt Croix 'p~ aY, Attach c p~~ j M less than 8 1/2 x 11 inches in size. Plan must include, Parcel I.D. QC~g~•_ % o57 30 but not wylna'1~5T( c ~ 'rence point (BM), direction and percent slope, , Parcel , l I. an nnn Ref #2441 scale or dimensions, north arrow, and location and distance to nearest road. Revie d by Date Please print all information. M / Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Location Property Owner ❑ Joan Larson Govt. Lot SE '/6 SE '/d S 1 T 28 R 16 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 6z 2149 30" Ave. na na na City State Zip Code Phone Number ❑ City ❑ Village ® Town Neares Road Baldwin WI 54002 (715) 220-8306 Eau Galle XXX 20"' Ave. ® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD F1 Replacement ❑ Public or commercial - Describe: Parent material Glacial Till Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for mound POWTS. Recommended infiltrative surface elev. to be 98.50' at 21 above 96.75' contour. ❑ Boring ❑ Boring # ® Pit Ground surface elev. 96.57 ft. Depth to limiting factor 27" in. Soil Application Rate-. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/4 none sil 2fgr mvfr cw 2fm1c 0.6 0.8 2 7-20 7.5yr4/6 none sl 1msbk mvfr cw 2vf1fm 0.4 0.7 3 20-25 10yr4/4 none scl 2msbk mfr cw 1 vf,f 0.4 0.6 4 25-27 7.5yr4/6 none sc 2msbk mfi cw 1 vf,f 0.2 0.3 5 27-40 7.5yr416 c2d 7.5yr5/8 sc 2msbk mfi - 1 vf,f 0.2 0.3 r~ ❑ 2I I Boring # Boring 8" in ® pit Ground surface elev. 94.97 ft. Depth to limiting factor 1. - L~ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 0-8 10yr314 none sil 2fgr mvfr cs 2vf,f 0.6 0.8 2 8-16 10yr4/4 none sil 2fsbk mvfr gw 1 vf,f 0.6 0.8 i 3 16-18 10yr414 none sl 1 msbk mfr cw 1 vf,f 0.4 0.7 4 18-29 7.5yr4/6 m2d 7.5yr5/8 scl 2msbk mfi cw 0.4 0.6 5 29-42 7.5yr4/6 m2p 7.5yr5/8 scl 1 m&csbk mfi 0.2 0.3 I * Effluent #1 = BOD, > 30!5220 m / and TSS > 05 150 m /L Efflue t #2 = BOD, > 30 s 220 m /L and TSS > 30 150 m /L CST Name (Please Print) Signa re CST Number - James K. Thompson 30021 `Address Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 April 15, 2106 (715) 248-7767 SBD-8330 (R04115) 3 Boring # ❑ Boring J ® Pit. Ground surface elev. 94.79 ft. Depth to limitin7fact- in. cation Rate Pri, Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 0-7 10yr3/4 none ail 2fgr mvfr cs 2vf,f 0.6 0.8 2 7-15 10ry4/4 none sil 1 fsbk mvfr gw 1 vf,f 0.4 0.6 3 15-21 7.5yr4/4 f2f 7.5yr5/8 scl 1 msbk mfi cw 1 vf,f 0.4 0.6 4 21-41 7.5yr4/4 m2d 7.5yr5/8 scl 1m&csbk mfi 0.2 0.3 Boring # ❑ Boring ® Pit Ground surface elev. 96.82 ft. Depth to limiting factor 24" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/4 none sil 2fgr mvfr cw 2vf,fm 0.6 0.8 2 8-18 7.5yr4/6 none sl 1 msbk mvfr cw 1 vf,fm 0.4 0.7 3 18-24 10ry4/4 none scl 2msbk mfi cw 1 vf,f 0.4 .06 4 24-46 7.5yr4/6 f2f 7.5yr5/8 scl 1 m&csbk mfi 0.2 0.3 ----I- J Boring # ❑ Boring ill ❑ Pit Ground surface elev. _ ft. Depth to limiting factor in. Soff Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff# * Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L Effluent #2 = BOD, > 30:s 220 mg/L and TSS > 30 150 mg/L f❑ Boring # ❑ Boring ® Pit. Ground surface elev. 94.79 ft. Depth to limiting factor 15" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/4 none ail 2fgr mvfr cs 2vf,f 0.6 0.8 2 7-15 10ry4/4 none sil 1 fsbk mvfr gw 1 vf,f 0.4 0.6 3 15-21 7.5yr4/4 f2f 7.5yr5/8 scl 1 msbk mfi cw 1 vf,f 0.4 0.6 4 21-41 7.5yr4/4 m2d 7.5yrS/8 scl 1 m&csbk mfi 0.2 0.3 Boring # F-1 Boring ❑ ® Pit Ground surface elev. 96.82 ft. Depth to limiting factor 24" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr314 none sil 2fgr mvfr cw 2vf,fm 0.6 0.8 2 8-18 7.5yr4/6 none sl 1 msbk mvfr cw 1 vf,fm 0.4 0.7 3 18-24 10ry4/4 none scl 2msbk mfi cw 1 vf,f 0.4 .06 4 24-46 7.5yr4/6 f2f 7.5yr5/8 scl 1 m&csbk mfi 0.2 0.3 El ❑ 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/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30!5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 150 mg/L 44 63 97.0' moo 0/7 -31r., r9G.~s, ope rr Banc! a-rl~r: %/iP o~/y6 41 GO~a E~W >/DU.G~~ _ o q L.Jou,4 - J Fr%Id CcJW c✓Q.e'~ w I c/ / r d d w C h X920 v c I Q-L C