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Home My WebLink About038-1239-03-000 (2) V 1258 r Wist in Department of rs �( --�SQIL EVALUATION REPORT Page 1 of 3 Divi iop, of Safety and Buiin accordance wi�r Comm 85,Wis.Adm.Code Tom Schmitt ��Attach complete site t Ids Tan X11 inch4 in size. Plan must St.Croix include,but not limit hor¢onta ce poi (BM),direction and percent slope,scale north arr�r and location nd distance to nearest road. Parcel I.D. p 23 g 0 3v pItIof{imillon I Revi B 0 Date Personal information you provide may be used for Secob nits pm}io s(Privacy Law,s.15.04(1)(m)). Property Owner Property Location Grand Properties, LP Govt.Lot NW 1M NW 19 S 17 T 31 NR 18 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 712 Rivard Streeet, Suite 300 3 Squaw Lake Estates City State Zip Code Phone Number j City Lj Village le Town Nearest Road Somerset I WI 1 54025 715-247-5900 Star Prairie 90Th St. New Construction lase: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD j Replacement ] Public or commercial-Describe: Parent material Glacial Till Flood plain elevation,if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 101.13'based off of contour line established at 99.71'. Slope is 13%. Depth to limiting factor is 19". /.5 Boring# Boring e G.� 1rr" Pit Ground Surface elev. 100.26 ft. Depth to limiting factor 19 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Roots GPD/fF *Eff#1 -Eff#2 1 0-8 10yr3/4 none sil 2mgr mfr as 3c .6 .8 2 8-11_4 10yr5/3 none sil 2fsbk mfr gW 2m .6 .8 3 19-26 10yr4/6 c21018/2 sl 1fsbk mfr gW 1f .4 .7 4 26-44 7.5yr4/6 c2d 1 5//66/2 scl 1 msbk mfr gW — .2 .3 5 44-56 5yr4/4 r'7.5y> /6/2 sicl 1 msbk mfr — .2 .3 a Boring# -�j Boring 01 Pit Ground Surface elev. 100.16 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 I -Eff#2 1 0-12 10yr3/3 none sl 2mgr mfr cs 3m .6 1.0 2 12-23 10yr4/6 none gris 1 msbk mfr gW 2m .7 1.6 3 23-50 7.5yr4/4 m 1010y/r16/6 sl Om mfi .4 .6 *Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L "Effluent#2=SOD.-S-30 mg/L and TSS<-0 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt �-�° i 227429 Address Tom Schmitt Date F—luation Conducted Telephone Number 1595 72nd St.,New Richmond,WI 54017 — 715-247-2941 r �r property owner Grand Properties, LP Parcel ID# Page 2 of 3 H,� Boring# Boring I 01 Pit Ground Surface elev. 97.86 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-10 10yr32 none I 2fgr mvfr cs 3m .6 .8 2 10-21 1Oyr5/4 none sil 2fsbk mfr gw 2f,2m .6 .8 3 21-33 10yr4/6 m2d 10yr6/6 10yr6/1 sil 1 fsbk mfr gw if 4 6 4 33-57 5yr4/6 m2d 7.5yr6/6 sl Om mfi -- --- 2 6 7.5 /2 F—I Boring# Boring I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 ❑ Boring# Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 *Effluent#1=BOD 30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 ,�' _ _ s_ mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. Wyou 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. Page 3 of 3 Conducted by: Conducted For: Ref No. /,?S-R SeNnitt Soil and Site Evaluations Name: Grand Properties, LP. Thoihas J. Schmitt,CST 227429 Address: 712 Rivard St. Suite 100 1595 72nd St. City, State,Zip: Somerset, WI. 54025 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Squaw Lake Estates /3 o Lot No.. -4 Legal Description: /1/4 /YU14 S17 T3 IN RI 8W Township of Star Prairie, St. Croix County Bench Mark EL 100.00'Top of 2",pvc pipe Alternate Bench Mark El. /W,a9Top of 2"pvc pipe Slope= /3% Contour Line El. 9�7 Cotour Litre Length 7S-1 \ \ I CO, � /V()fe�i �O� l W i IJ c-s — l e !Scale 1"=40' Q /LJ I �x r'o d , 4 S�use t , t 1 ®s I 1 r � k , r l � f eca5er1e,� alb V Vt This soil report was done to fulfill a zoning requirement. No permanent lot markers were in at the time the test was conducted. The area in which it was done may or may not be suitable for your use, or in the location shown.