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Home My WebLink About038-1049-45-300 Nf. Departrr~L EVALUATION REPORT #181' S P Safety an in accordance with Comm 85, Wis. Adm. Code Page 1 of 4 $ Professional Se S Schmitt Soil Testing, Inc. ic~ A'R 01 2016 Attach complete site plan on {e{~(~gj~Sp~$' 11 inches in size. Plan must County St. Croix include, but not limited tQQ: ~vvggr~~t~R~,,~~~i~~~ditittltEWt~4rice point (BM), direction and percent slope, scale or ditWlYMidtiNkTlffo tC EWfi"M &4r and distance to nearest road. Pjv'e > r ` 38- -45_000 Please print all information. RBy Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ZJ Property Owner Property Location Edin, Joel Govt. Lot NW1/ SE1/4, S11, T31N, R18W - Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2232 127th St. 3~ - CSM Pending Approval z7 City State Zip Code Phone Number City Village Town Nearest Road New Richmond WI 54017 715-248-3309 Star Prairie ZZ3 ( 127Th St. New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: _ Parent material Outwash Sand (Burkhardt Series) Flood plain elevation, if applicable - NA ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 95.80'. Slope of site is and recommendations: 1%u. 1Boring Boring J Boring # Pit Ground surface elev. 99.69 ft. Depth to limiting factor 106+- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots --GPD/ft2 - in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#l "Eff#2 1 0-11 10yr3/1 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 11-29 10yr4/3 none sl 2msbk mfr gw lvf 0.6 - 1.0 - 3 29-41 7.5yr4/4 none vgrls lcsbk mvfr gw 1vf 0.7 1.6 4 41-72 10yr5/6 none grcos Osg ml as 0.7 1.6 5 72-106 10yr6/4 none girs Osg ml 0.7 1.6 It it I ❑ Boring # Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. l'Eff#1 `Eff#2 1 0-15 10yr3/2 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 15-24 10yr4/4 none sl 2msbk mfr gw -lvf 0.6 1.0 3 24-36 10yr4/6 none Is lcsbk ml gw lvf 0.7 1.6 4 36-46 10yr5/6 none s Osg ml cs 0.7 1.6 5 46-84 10yr5/6 none vgrcos Osg mI as 0.7 1.6 6 84-110 10yr6/4 none grcos Osg ml 0.7 1.6 Effluent #1 = BODS> 30 < 220 mg/L find Tif >30 <-150 mg/L ' Effluent #2 = BODS S30 mg/L and TSS <30 mg/L CST Name (Please Print) ignature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 3/28/2016 715-760-1978 SBD-8330 (R.07/00) Page 2 of - 4 Property Owner Edin, Joel Parcel ID # part of: 038-1049-45-000 Boring Boring # . Pit Ground surface elev. -98.86--_ ft. Depth to limiting factor 104+- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 `Eff#1 - - -"Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-14 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0 2 14-23 10yr4/3 none sl 2msbk mfr gw ivf 0.6 1.0 3 23-33 7.5yr4/6 none s Osg ml gw 0.7 1.6 4 33-71 10yr5/6 none vgrcos Osg ml as 0.7 1.6 - - - 5 71-104 10yr6/4 none grcos Osg MI 0.7 1.6 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/ft2 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 F-1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _G_PD/ft2 _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. r `Eff#1 *Eff#2 i i Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. Ifyou 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-8:30 (R.07/00) Schmitt Soil Testing, Inc. Page 3 of 4 Conducted by: Conducted For: Schmitt & Sons Excavating, Inc.. Name: Joel Edin Thomas J. Schmitt, CST 227429 Address: 2232 127th Street 586 Valley View Trail City, State, Zip: New Richmond, WI 54017 Somerset,Wl 54025 Phone: 71 - a0-1978' PID: Part of: 038-1049-45-000 Signat _ Lot No.: 3 CSM Pending Approval Date Legal Description: NWI/4 SE1/4 St I T31N R18W ■ Backhoe Pit Township, County: Star Prairie, St. Croix County A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe. D Bench Mark 2 El. 100.67' top of 1" steel lot corner Pipe ( SW lot Angle Point) Slope= 1% Scale 1"= 40' Et CCR-7iP 0 SuP-V Y Mf4P (AAe o 41 Fd (L (/i Lr~✓ o ~ L67 Q~ \lj f ' 83 ~12C~4 I 7s-' Byn 7-1`0 In ZN~ 'C7 o @ oN~IOC C vv+ v~ O.n P Zzry^O~ m ~Nv D ~m O O ~1 0z -C =~z m Z Z i Z,-, /mm~ ~ O, C~ 0 K N v O L/ Z -n m0 r t+ ZA~SS:c vm O =vii a O OC Z mC.~ .n mA Z~ - C A~ v mZ20 G r^ O m Z w oG)N F°o W N ° O 3 O J n < 3 A Z ^ THE SOUTH LINE OF THE SE1/4 OF m n D z SECTION 11 BEARS N89°54'56"E AS O A m z m m a REFERENCED TO THE ST. CROIX X O v TI p A z °a N i+~ COUNTY COORDINATE SYSTEM n O = Z 0 0 w N03°32'37"E 202.91---' iy m a z z ;v on z L6 0, 98 O O m v+ Z v m p \ Z m Ni D ° p Z Q o I o 'n` A Z z A C m ~ O y ci O m 0 0 1; I+ 'O F 2 x x o+~ -I ° Im O O= Q I W m W m --1 Z T v I? I m Z rn o (/1 Om om I I rn m I m m 0 m wI I G Z Iz \ o I G N I 010 n m w m m \ N O A 70 L. ~ 0 z m 1 m 0 Z I~ V AID N \ D= 70 ~ I lD ~ ~ 1 ~ ~ r^ a e ( ® r D m W /I ~ \ m r ~ 33.00' < D ~yy z 2s o G'1 Ay Oj\ o _ to I a m ~ sv. ~ °i4'ti \ F1 ~ m w S00°06'01"E 433.00' db \ Oz\ a + r 200.00' 200.00' \ ~s r O I 233.od' W tC-) 0 A m ~ S t,J~ co z \I w I W A 0- r b n w A 000 ° m I ti6+ O $ ? n a W I g Z! b m w _ m HYm g N A O p np m Z 90 Fem.. A I ~I W AO (10 q 90 O v 0D W m v `GV w4? W z I N I g I I r33' 33, < o 233.00' 500°06'01"E 805.09' m Ol a 200.00 200.00' 170.00' 54' 202.12' co N00°06'54"w N 127TH STREET _ ~ N 1171.70' w---233. g+--~OODO' w-- O.M. 500°06'54"E 805.12' EAST LINE OF THE EAST LINE OF THE NW114 OF THE SE114 SE CORNER SWI14 OF THE SE114 U N P LATT E D LAN D SECTION 11 SHEET 1 OF 2 y~