Loading...
HomeMy WebLinkAbout030-2127-20-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I 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. 030 . percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Revi ed ate Personal information you provide m be used for gec dary purposes (Privacy Law, s. 15.04 (1) (m)). L 0 2171/U ) Property Owner Lr% Property Location C-fTuest Develonment,~c.^ 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 CSW Suite 150 10700 Old County Road 15 32 Birch Park City State Zip Code Phone Number ity FIVllage Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E New Construction Useo Residential / Number of bedrooms 3 to 4 Code derived design flow rate GPD Replacement Public or commercial - Describe: Parent material 1.oess over out wash sands Flood Plain elevation if applicable ft. General comments This site is suitable as a below grade conventionalr%*m. R4G~~ ~ and recommendations: r lo3 CRaX Boring 1 141 11, ❑ in.' ~ 1 Boring# ❑ Pit Ground surface ele . 1 D6 y Depth to limiting factor >100 I tion Rate Horizon Depth Dominant Color Redox Desc-np ion Texture Structure Consistence Boundary GPD/fl? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 sil 2msbk mfr cs 2f .5 .8 2 6-9 10 r4/3 sil 2msbk mfr cs if .5 .8 3 9-14 10yr4/6 sil 2msbk mfr cs - .5 .8 4 14-50 10yr6/6 f1f5yr5/8 Ifs Om mfi Cs - .4 .6 5 50-100 7.5yr6/6 s Osg ml - - .7 1.2 F- ] 2 Boring Boring # >100 Q Pit Ground surface ele Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/1 A 2msbk mfr cs 2f .5 .8 2 6-19 10 r4/4 sil 2msbk mfr cs if .5 .8 3 19-37 10yr6/6 Ifs Ifgr mfr cs - .4 .6 4 37-100 7.5yr6/6 s Osg ml - - .7 1.2 * Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 < 150 mg/L = BODS < 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 10/11/01 715-246-2454 ORIGINAL Property Owner Quest Development.Inc I ID # Page 2 of 3 3 Boring # Boring >100 ❑ Q Pit Ground surface r1ev.~' Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox ion Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/2 - sil 2msbk mfr cs 2f .5 .8 2 7-20 10 r4/4 - sil 2msbk mfr cs 1 f .5 .8 3 20-32 10yr6/6 - Ifs Ifgr mfr cs - .4 .6 4 32-100 7.5yr6/6 - s Osg ml - - .7 1.2 ❑ Boring # 0 Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring ❑ 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/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD, > 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) I ~C%A 1 3 v,~ 3 y Q ~ o ~ 1 ©rid k P ~ ►d o ~ 1 ► off, yS r~p.l5~ mb~ Raj iea AC-7tid1', v G-- Z-07- To B ~9-ss~'G~,v ~o fF- NEr-v i.v D i v,'p U L P/1V I: YV A CL=- ~F 67 X/ STi i,(r A64 11S 0 30 • ~3 ~ • L o • o~v ce.v r"te T- ~•viS . ?9 3D • z v3 ,5D • d~ UU G-~'GC~v J~~ M~9-ST i 03D • 20 3,k • ~o • ozrU I~/vi~?/~G`~S ~1 + plbra!etSewage Consultants 055 Rd. Zd • ~O /rn HuuciO'Neil Q 3 eq ti 54016 son, Wis. -715, 3 SG. 9/.? 5' 7/ 5 • 7 ? 2. • 3 y~{'-•