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Home My WebLink About042-1085-31-110 (2)%qEj Safe and Professional Services Page of sion of Industry S , es SOIL EVALUATION REPORT S ".r .: u>Cifti0VE�6p"ltt', cordance with SPS 385, Wis. Adm. Code County St.CfOiX Attach complete sit tlri ss than 8 1/2 x 11 inches in size. Plan must include, but not limited to: v and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). I 2 Property Owner Cr Property Location Li ❑ W�'Properlies Govt. Lot NW '/, NE '/• S 31 Site Address o and� Lot #: T 29 N R 18 E ;or) VJ Property Owner's Mailing Address 1353 ,awatukee Trail - Future lot 16 tl�rlr City State Zip C de7(p e er ❑ City ❑ Village ® Town Nearest Road 170th Hudson Wi 54016) Warren ave F■ New Construction Use: Q Residential INumber&bedrooms6 Code derived designfiow rate2O_GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable N/A ft. Parent material Outwash f oral comments and recommendations: System type: Conventional f E IBoring # ❑Boeing 92.3 100 I FolPit Ground surface elev. ft. Depth to limiting factor in. ! elev. ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#t 'Eff#2 1 0-12 10yr312 none L 2mgr mfr CS 2m .6 .8 2 12-36 10yr5/4 none CI 2msbk mfr gw 1f .4 .6 3 48-100 10yr4i6 none S osg ml n/a n/a 7 1.6 TBoring # ❑Boring 96.1 ©Pit Ground surface elev. ft. 100 Depth to limiting factor in. ! elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD;Ft' 'Eff#1 'Eff#2 1 0-8 1Oyr312 none L 2mgr mfr Cs 2m 6 .8 2 8-24 10yr5/4 none CI 2msbk mfr gw 1f .4 .6 3 24-100 10yr4/6 none 5 Osg ml n!a n/a .7 1 1.6 / ! Y CST Name (Please Print) CST Number Shaun Bird latEivaluation 226900 Address Conducted Telephone Number 1432 120th St. New Richmond Wi 54017 715-246-4516 ' Effluent #1 = BOD > 30 c 220 mg/L and TSS > 30 5 150 mg1L " Effluent #2 = SOD, 5 30 mg/L and TSS 5 30 mg1L SSD-8330 (R04121) Page of 1-1 Boring # ❑ Boring 100.0 N Pit Ground surface elev. ft. Depth to limiting factor 100 in. / elev, ft. Soil Application 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 1 0-10 1Oyr3/2 none L 2mgr mfr CS 2m .6 .8 2 10-30 10yr5/4 none CI 2msbk Or gw 1f 4 .6 3 30 y 10yr4/6 none S Osg ml n/a n/a .7 1.6 71 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application 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 DBoring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 7Eff#1 7'Eff#2 ' Effluent #1 = BOD > 30 5 220 mg L and TSS > 30 5 150 mgiL ' Effluent #2 = BOD, 5 30 mglL and TSS 5 30 mg/L Soil Test Plot Plan Project Name Glenridge Properties Sha I Address 1353 Awatukee Trail Hudson W!54016 C M #226900 0124 Lot 16 Subdivision IN 1/4 NE 1/4S 31 T 29 N/R18 W F ] Boring 0 Well PL Property Line BM or VRP Assume Elevation 100 ft. Date Township Warren County ST. CROIX Top of Wood Corner Post System Elevation TBD *HRpSame as Benchmark Scale = 1/4" = 10'