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HomeMy WebLinkAbout030-2126-40-000 (2) ~l "s 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. y~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. d Please print all information. Re ewe Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).~ Property Owner Property Location ■ Quest Development, Inc. Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 EE((or)W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Suite 150 10700 Old County Road 15 24 Birch Park City State Zip Code Phone Number ity [_~Village Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E El New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 GPD E] Replacement F1 Public or commercial - Describe: Parent material I-oess over out wash sands Flood Plain elevation if applicable ' p ft. General comments , This site is suitable for a MOUND SYSTEM. Additio ma reveal a site suita6trr ft 4jonventi and recomm dations: /nQ'r item. lcaL 8e17Z5~A .SOy e-r P'O►X a Boring # BoringI QGFFtt, Q Pit Ground surface elev. 99.80 ft. Depth to limiting factor 46 in. I Rate tS /f~ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-18 10yr2/2 1 2msbk mfr cs 2f .5 .8 2 18-46 7.5 r4/4 is lfgr mvfr cs - .7 1.2 3 46-60 7.5yr4/4 flf5yr5/8 scl lmsbk mfi cs - .2 .3 0:2 a -I I -OA F2 Boring # ❑ Boring 86.80 >96 Q Pit Ground surface el v. 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 0-18 10yr312 1 2msbk mfr cs 2f ,5 .8 2 18-48 7.5 r4/4 is Ifgr mvfr cs - .7 1.2 3 48-96 7.5yr4/4 A 2msbk mfr - .5 .9 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 B9C < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10/23/01 715-246-2454 Property Owner Quest Development.Inc Parcel ID # Page 2 of 3 Boring Boring # 84.10 42 ❑ 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 0-35 10yr3/2 - is if r mvfr cs 21' .7 1.2 2 35-42 5*44 _ ifs If r mfr cs - .4 .6 3 42-66 10yr2/1 flf5yr5/8 ifs lfgr mfi cs - .4 .6 F] Boring # LJ Boring a 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 OBoring F-1 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 = 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. SBD-8330Test (R.07/00) 3 S,3 ov tt'= 30 nm r 1 i , , 7~' 1 ~a P o F ('vn u~kt I wo 4~1 Z. , t S y, o g q , a o ®a . 117367 P45AI d i N G- Z-07- TO 136- 19-S r1*6-V F-o , ~'o~ iSsv~-~v c~ ©F ti6w itiD i v%12 0,,f L P/ 1V 0 3 D Z 03 S© avv G-~'GC~v.lc`~ Mf1-ST o 30 • 2-0 3~ • /o • 6270 • U !fQ . Ulbricht 8 Associates D 30 Z, - OD Private Sewage Consultants s. O'Neil Rd. o 3o . .2-o X6 • lS 0 &1" 655 Hudson, Wis. 54016 S 7/5, 3 ,?G • o0/ S0 715 77 2, • 311,5{-2