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Home My WebLink About038-1049-45-400 DepartrRECEIV IL EVALUATION REPORT'' o #1°" Is P Safety and age of in accordance with Comm 85. Wis. Adm. Code Professional 5 %50 , ~ Schmitt Soil Testing, inc 1 Z ~a I Ca County ,Attach complete site plan on 11 inches in size. Plan must St Croix include, but not limited 8f~f5!ISffs'~~'~5d KrIF-~oint (BM), direction and Parcel I. . - ° i 4'T Y-~ percent slope, scale rt n and distance to nearest road. Paft-of:'03 10.49-45-Please print all information. Revi By Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Edin, Joel Govt. Lot - NW1/4, 11 S11, T31 N, RI 8W Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# 2232 127th St. 4 CSM Pending Approval - - City State Zip Code Phone Number City Village Town Nearest Road New Richmond WI 54017 715-248-3309 Star Prairie ~Z 127Th St. New Construction Use Residential / Number of bedrooms - 4 Code derived design flow rate - 600 _ GPD Replacement Public or commercial - Describe: Parent material Cutwash Sand (Burkhardt Series) - Flood plain elevation, if applicable General comments Area is suitable for a convention system w'th a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 95.20'. Site is flat. and recommendations: & - ! Boring F-1 Boring # Pit Ground surface elev. 98.86 ft. Depth to limiting factor _10_0+ 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 1 0-13 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0 2 13-22 7.5yr3/4 none sl 2msbk mvfr gw lvf 0.6 1.0 3 22-31 7.5yr4/4 none grsl 2msbk mvfr as lvf 0.6 1.0 4 31-61 10yr5/6 none vgrcos Osg ml as 0.7 1.6 5 61-100 10yr6/4 none s Osg ml 0.7 1.6 ❑ Boring # Boring - Pit Ground surface elev. .86 ft. Depth to limiting factor 105+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence !~oots _ GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-14 10yr3/1 none sl 2mgr mvfr as 2vf 0.6 1.0 2 14-24 7.5yr3/4 none sl 2msbk mvfr gw lvf 0.6 1.0 3 24-31 7.5yr4/6 none vgrls 2msbk ml cs 1vf 0.7 1.6 4 31-62 10yr5/6 none vgrs Osg ml as 0.7 1.6 - - - 5 62-105 10yr6/4 none grcos Osg ml 0.7 1.6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >3 < 1 mg/L " Effluent #2 = BODS <.30 mg/L and TSS -530 mg/L CST Name (Please Print) Signature: CST Number T_hom_as_ 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) Property Owner Edin, Joel Parcel ID # Part of: 038-1049-45-000 Page 2 of _4 Boring F3 Boring # Pit Ground surface elev. 9-11-86- ft. Depth to limiting factor 110+ 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. "ET 'Eff#2 1 0-12 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0 2 12-19 7.5yr4/3 none sl 2msbk mvfr gw 1vf 0.6 1.0 3 19-31 7.5yr4/4 none grls icsbk mvfr as 1vf 0.7 1.6 4 31-57 10yr5/6 none vgrcos Osg ml as 0.7 1.6 5 57-110 10yr6/4 none grcos Osg ml 0.7 1.6 1 AA.11 Boring q* 11 F-1 Boring # r _ 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 w 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 _ GPD/ft2 in. Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. `Eff#t `Eff#2 " Effluent #1 = BODS> 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. 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-8330 (807/00) 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, Wl 54017 Somerset, W 154025 Phone: 71 - 60-1978 PID: Part of: 038-1049-45-000 Signatur Lot No.: 4 CSM Pending Approval Date ~ ~L / Legal Description: NWI/4 SE1/4 S11 T31N R18W Backhoe Pit Township, County: Star Prairie, St. Croix County A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe. Bench Mark 2 El. 100.00' top of 1" steel lot corner Pipe ( NW lot corner) Slope= 0% Scale 1"= 40' gm~ 5~/$-~er~ ~2C,e9 .Ao~S aMl / NOT" Lopes 2q31 a3 6o, 36 16 lay. 70~ \ a 3 y o~ e7l Oz o m n..,o D Zvi O v,Q r ZrzO .t 2~= mr C C ~C /mC0 c~ Q m p Q O Z DO = 11f C r Z -a IF Qm G 2 P d P Z m m Z O cZi° o 51 mz 0 _O C Q AC v+ O OZ 10, 0 $ Z THE SOUTH LINE OF THE SE 1/4 OF m n ; D % z SECTION 11 BEARS M89'WS6"E AS w ~ m REFERENCED TO THE ST. 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