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HomeMy WebLinkAbout030-2127-70-000 zz~C(7" Vo' consin 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 1. D. ©30 , percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reese Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). -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 37 Birch Park l 3jp' City State Zip Code Phone Number ity []Village ■ Town Nearest Road Plymouth MN 55441 ( 793-595-9512 a New Construction UsejE Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement F] Public or commercial - Describe: Parent material 1.oesc over out wash sands Flood Plain elevation if applicable ft. n, General comments This site is suitable for a mound system. borin s ma reveal a site s tab~e'for a o r de and re mmendations: lam{ nj~ al c ctPm (0 VA! /G Boring ~P~ S~ C J ❑ Boring # Z Ground surface ley. /6Z' Depth to limiting factor 33 in. rF•~` Q Pit it Applica#oq Horizon Depth Dominant Color Redox scription Texture Structure Consistence Boundary o 1, - -G in. Munsell Qu. Sz. Cont. olor Gr. Sz. Sh. ff#1~' Eff#2 1 0-9 10yr3/2 sil 2msbk mfr cs 2f .5 .8 2 9-33 10 r4/4 sil 2msbk mfr cs if .5 .8 3 33-64 10yr4/4 flf5yr51 sil lmsbk mfi - - .2 .3 2 Boring # ~ Boring >90 Q Pit Ground surface elev. (l~U - eft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Des ' tion exture structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-29 10yr2/2 sil 2msbk mfr cs 2f .5 .8 2 29-44 1 r3/3 1 lfgr mvfr cs - .5 .9 3 44-90 7.5yr4/4 s Osg ml - - .7 1.2 " Effluent #1 = BOD, > 30:< 220 mg/L and TSS >30 < 150 mg/L Efflue - D, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature _ CST Number ,gie Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 11/21/01 715-246-2454 Property Owner Quest Development.Inc rcel ID # Page 2 of 3 Boring 3 Boring # ❑ Pit Ground surfa lev. 4 a Depth to limiting factor >70 in. Soil Application Rate Texture Structure Consistence Boundary Roots GPD/fF Horizon Depth Dominant Color +x DescripZon z. Sh. *Eff#1 *Eff#2 in. Munsell Qu. Cont. Gr. S 1 0-30 10yr2/2 - A 2msbk mfr cs 2f .5 .8 2 30-45 10 r3/3 - Ifs if r mvfr cs - .5 .9 3 45-70 7.5yr4/4 - s osg ml - - .7 1.2 7 o i r~ h IL 44a,&,jo, 16- C-c Boring ❑ Boring # 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 # Boring 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 " Effluent #1 = BOD, > 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. SM-8330rest (R.07/00) F~ Q1z~ 13 3v S~~ + t,_ 4 ~ t 2 Qr'1) V0 Con ti, IUv kwd 6o►A.K - %00,1o 1 to AID - lcq Q~ I or ,o 1 f, ell ~Q 2~7 .3 ~67 P~5AII i N 6 - Lop-- TO 136- 1+Sr1•6-~U F-o P/N pEM i' T -s 69 SO • 2,03 ~ • L o • oav tfeN Tic 7- W/15. 0 30 . z r,3 so • oav G-1,6tFAI 4C- V MifSM& • 9 0 30 • 20 0Z '0 /~/vNIl3G`~'S Ulbricht & Associates Q 30 Z U ;7t9 Private Sewage Consultants s. O'Neil Rd. D 3 cg . Za yd • ~Q • /r7?~ 055 Hudson, , Wis. 54016 3.?(0, • s I~ - 715 -77 • 3 Vel-2-