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Home My WebLink About030-2128-70-000 (2) 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 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel 1.13 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewe 'V/ "I OV Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Jar Property Owner 6i C Property Location 1I-:1 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 7 Ridge At Birch Park City State Zip Code Phone Number city village Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement F1 Public or commercial - Describe: ft• Parent material i.oess over outwash sands Flood Plain elevation if applicable NA :~z General comments This site is suitable for a conventional system and recommendations: ❑ p F•1 'I l Boring Boring # RC ii e R Pit Ground surface elev. 98.84 ft. Depth to limiting factor >110 in. Soil / Rate' " PD/f? Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Zom" in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ' 1 * 1 0-5 10yr3/1 1 2msbk mfr cs 2f .8 2 5-15 10 r4/4 lvfs Osg ml cs - .4 .6 3 15-25 10yr4/6 sil 2msbk mfr cs - .5 .8 4 25-51 10yr4/6 sil lmsbk mfi cs - .2 .3 5 51-110 7.5yr5/6 s Osg ml - - .7 1.2 ❑2 Boring # Boring 99.62 >110 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 10yr311 1 2msbk mfr cs 2f .5 .8 2 6-15 1 r4/4 lvfs Osg ml cs - .4 .6 3 15-22 10yr4/6 sil 2msbk mfr cs - .5 .8 4 22-110 7.5yr5/6 s Osg ml - - .7 1.2 * Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = B05 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature - - j ) CST Number Thomas C Nelson - - 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10/16/01 715-246-2454 I r Property Owner Quest Development, INc Parcel ID # Page 2 of 3 ❑ Boring Boring # g E] Pit Ground surface elev. 91.28 ft. Depth to limiting factor >110 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 1Oyr3/1 - 1 2msbk mfr cs 2f .5 .8 2 6-16 10 r4/4 - lvfs Os ml cs - .4 .6 3 16-34 10yr4/6 - sil lmsbk mfi cs - •2 .3 4 34-110 7.5yr5/6 - s Osg ml - - .7 1.2 I ❑ Boring # ~J 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/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. Elpit 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) ~ o a To ~Oct on Ott 10 ►J Lio 1 :3 PtIN 4Mr S e~ W 4orv,(,s WSo n ~a aD- -7 38 7 ci 9 A5A1A0 i N G- 1-07- To 13 F I,YVtA.,I 45- -0,F 67X/ 57-1;V&- 69 30 - 2-03 Cd.v r~,tc 7- WI:5 . 3 D . 2 e)3 y. so • Oov 3D 2-0, ?k Q 3 (J U !~0 . " Ulbricht & Associates Z Private Sewage Consultants o 3 D Zo yd • ~D ~ Hu O'Neil Rd. . 54016 Hudson, Wis. 7i S • 7?.,)- • 3 yt{Z-.