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HomeMy WebLinkAbout032-2044-30-060 1242 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt Attach complete site plan on not less than 8%x 11 inches in size. Plan must County I pig Pia paper St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north arrow,and location and distance to nearest •�. ® Parcel I.D. �� r a� Please p ' : �"* R �By '7 *Date,f- Personal information you provide may Ile used Ar� ALacy s.15.14(1)( . AAA. 1"� C�� t Property Owner i i f i Property Location • Ing- Hedin, David- .l _/____, / jr 2004 Govt.Lot SW 1/4 NE 1/4 S 12 T 30 N R 19 W Property Owner's .iling Address } Lot# Block# Subd.Name or CSM# i .- 4 8223 Nhst. 1 CS City StateJ•7.ip Cold -m,- J City J Village IQ Town Nearest Road r/ Saint Paul 1 MN I 55115 1 651-429-4685 Somerset 86-M-St-,SA New Construction Use: flel Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement J Public or commercial-Describe: Parent material Outwash Plain Flood plain elevation,if applicable na General comments and recommendations: This area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is high trench 98.0',low trench 96.5'. 1 Boring# J Boring el Pit Ground Surface elev. 98.10 ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10yr3/3 none I 2fsbk mfr cs 2f .6 .8 2 10-17 10yr4/4 none sil 2msbk mfr gw if .6 .8 3 17-28 10yr4/6 none sil 2fsbk mfr gw — .6 .8 4 X8-62 10yr5/3 rn2d . /2/6 std 2msbk mfr — .4 .6 Areaaround this bore hole not used because of redox features from 28"to 6T. 1 L Boring# J Boring .111/// g Pit Ground Surface elev. 98.80 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 'Eff#1 'Eff#2 1 0-10 10yr3/3 none sI 2mgr mfr as 2f .6 1.0 2 10-16 10yr5/3 none sI 2msbk mfr gw If .6 1.0 3 16-36 10yr5/4 none grls Osg ml cw — .7 1.6 4 36-62 5yr4/6 none s Osg ml cw — .7 1.6 5 62-98 10yr5/6 none s Osg ml — — .7 1.6 'Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<�0 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,WI 54017 6/17/04 715-247-2941 I3roperty Owner Hedin, David Parcel ID# Page 2 of 3 3 Boring# -j Boring ej Pit Ground Surface elev. 95.80 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr4/3 none sI 2mgr mfr as 2f .6 1.0 2 9-24 10yr5/4 none grls Osg ml cs if .7 1.6 3 24-48 10yr5/6 none s Osg ml cs — .7 1.6 4 48-64 10yr5/4 none grvcos Osg ml cs — .7 1.6 5 64-96 10yr5/6 none s Osg ml — — .7 1.6 Stratified sand and gravel 4 Boring# J Boring , .. a Pit Ground Surface elev. 97.40 ft. Depth to limiting factor 98+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-11 10yr4/6 none grls 1 msbk mvfr as 2f .7 1.6 2 11-38 10yr5/6 none s Osg ml cw If .7 1.6 3 38-67 10yr5/4 none cos Osg ml cw — .7 1.6 4 67-98 10yr5/6 none s Osg ml — — .7 1.6 5 Boring# j Boring kt Pit Ground Surface elev. 94.90 ft. Depth to limiting factor �G in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-16 10yr3/3 none sI 2fsbk mfr cs 2f .6 1.0 2 16-27 10yr4/4 none sI 2msbk mfr gw If .6 .10 3 27,94 10yr5/4 m 10yr6/1�6 s Osg ml — — .7 1.6 Area around this bore hole should not be used because of redox features in the sand,showing evidence of seasonal saturation. *Effluent#1=BOD 5>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. Property Owner Hedin,David Parcel ID# Page 3 of 3 - s ng# Bering iti Pit Ground Surface elev. 98.20 ft. Depth to limiting factor 97+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-14 10yr4/6 none grin 1 msbk mvfr gw 2f .7 1.6 2 14-25 10yr5/4 none Is Osg ml cw If .7 1.6 3 25-38 10yr4/6 none grs Osg ml cw — .7 1.6 4 38-58 10yr5/6 none s Osg ml cw — .7 1.6 5 58-70 10yr4/6 none grcos Osg ml cw — .7 1.6 6 70-96 10yr5/6 none Osg ml ml — — .7 1.6 7 �-Boring# J Boring r�_l i+� Pit Ground Surface elev. 101.14 ft. Depth to limiting factor 95+ in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-8 10yr4/3 none I 2fsbk mfr as 2f .6 .8 2 8-15 10yr4/4 none sl 2msbk mfr gw If .6 1.0 3 15-38 10yr5/4 none Is Osg ml gw — .7 1.6, 4 38-96 10yr5/6 none s Osg ml — — .7 1.6 o a t 34• (0k/i-3•Q,g Boring# J Boring J 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/ftz *Eff#1 *Eff#2 *Effluent#1=BOD?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. Page 3 of 3 . Conducted by: Conducted For o f, ; y� Schmitt Soil and Site Evaluations Name: David Hedin /1 Thomas J. Schmitt, CST 227429 Address: 8223 N. 89 th St. 1595 72nd St. City, State,Zip: Mahtomedi, MN. 55115 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Lot No.: 1 Legal Description: SW1/4 NE1/4 S12 T3ON R19W Township of Somerset Bench Mark EL 100.00' Top of 2"pvc pipe ernate Bench Mark 1. 98.40'Top of 2"pvc pipe Slope= /0 Contour Line EL NA Scale 1" =40" EV 66 W -_ 161 2 I �RG parl Id— I/9j _ s- /42 /OS 1. /' i©� - l�s' ° / Q i9' ao` 09/, 6' 33-/ f) .7‘ ' s' 1 cs S133HS £ 3O I. 1331-IS 1- g_ d i i NWL6 W ; CC $ 6j C)-jja":1 0 Av/IR i 11411 I 5tet _ _ 4 �. , irk a0 1-e ; p ;hI 47 , s s X' lir cn C � w �► �nz NW ¢i.1 aZ O q O ©, KJ °3..t. X _ �a r N 1 Cif .. p. O 1 a. G10- ! 1. a,- � . �F 4 " "�� ? 111 4 * C F� ii , 69 r) e.z it, . IA Wf7 1 : 1 1 - 1 Na. mo/ N +4i- �?W #� Q8 W a. �� x .. z° zi t rn own F 0 z g e) .ze•zor z'6sc W O © =O 4i 80 ze. 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