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HomeMy WebLinkAbout030-2126-90-000 (2) f -Lo ` Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.O 30 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Revie d by Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). = - '706- --7-Property Owner Property Location Quest Development, Inc. Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 E❑(or)❑W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Suite 150 10700 Old County Road 15 29 Birch Park City State Zip Code Phone Number ity Village ■ Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E Q New Construction Useo Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 qQfiM_ GPD r. F1 Replacement ❑ Public or commercial -Describe. Parent material i .oess over out wash sands Flood Plain elevation if applicable General comments and recommendations: This site is suitable as a below grade conventional sys T11i Y ~~~,~ED A ~ r Boring ~~tc~ FT Boring # >96 l Ground surface elev. 99.37 ft. Depth to limiting factor in. Pit tl ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 sil 2msbk mfr cs 2f .5 .8 2 8-14 10 r4/6 sil 2msbk mfr cs if .5 .8 3 14-27 10yr4/6 sil lmsbk mfi cs - .2 .3 4 27-96 7.5vr5/8 s Osg ml .7 1.2 2 Boring # ❑ Boring 99.85 >98 0 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 1 0-6 10yr3/3 A 2msbk mfr cs 2f .5 .8 2 6-15 10 r4/6 sil 2msbk mfr cs if .5 .8 3 15-48 10yr4/6 sil lmsbk mfi cs - .2 .3 4 48-98 7.5yr5/8 s Osg ml - - .7 1.2 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Efflue - D,:5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10/23/01 715-246-2454 ORIGINAL. Property Owner Quest Development.Inc Parcel ID # Page 2 of 3 3 Borin # Boring ❑ g 0 Pit Bori Ground surface elev. 86.65 ft Depth to limiting factor >96 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 1 0-96 7.5yr5/8 - s Osg m1 - - .7 1.2 ❑ Boring # E]Boring M 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 17 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit 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 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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. SBD-8330Test (R.07/00) 1c, 2 l~ 2 ci vA~ ScAi? O t~l 1 o(~ c~~CunKt~ 10 0 r~2 1 00,15 Q 1 0ici.'3l Q~ !Y •l ZZ1 1L Q~ -SS~'G~,v Fv AEtiO i N G- 1-07- To 134E- 4 4-NEW 1AId i !/112U"fL P/',V 0 3D • 2_v3 L o • ovv eye v r1te- 7- IiiS. 0 3 D • 2 03 ~F• .50 • oov 0 30 . 20.39 • /O • dU'O O 3a • z, v Lf0 Ulbricht & Associates 7D 2-a ~ Private sewage Consultants o ..7 G55 O'Neil Rd. Hudson, Wis. 54016 -715. 3Ito - S 7/ S - 77:)• • 3 y/{2-. L