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Home My WebLink About018-1020-30-000 LOT 14RECEIVED #1684 isconsi ALLIATION REPORT 1 11 Department of Comme e C� 8 Wis. Adm. Code Page 1 of - 3 Division of Safety and IldingMAY 1 2 (3 Steel's Soil Service, Inc. Nvi D VA e B i1c ( n:1 County Attach complete site plan o papESU*&*&4M�l inc es in size. Plan must St. Croix v rt�i p include, but not limited to: v rtical a=N0i*WWftence p int (BM), direction and Parcel I.D.percent slope, scale or dil, 1%.#T1%jr1W1 1%01 FINYIE11 GAINWIFY) 2ma lu and distance to nearest road. p di Please print all information. ____ ------- Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Bast, Kernon Govt. Lot na SE1/41 N\/Vl/41 Slop T29N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 14 na Girard Creek Preserve City State Zip Code Phone Number City Village Town Nearest Road Hudson WI 54016 715-386-7775 Hammond I Cty Rd T New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Till Plains of end moraines and ground moraines. Flood plain elevation, if applicable na General comments Mound or At grade design. System elevation 97.50ft based on contour line elevation 96.50ft. and recommendations: -_1 -------- Boring # Boring Ground surface elev. 97.50 ft. Depth to limiting factor 77 in. Pit ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-22 10yr3/1 none Sil 2msbk 2msbk mfr mfr CS if .6 .8 .6 2 22-36 10yr4/4 none Sid gw na .4 3 36-49 10yr4/4 none scl S1 2msbk 01M mfr gw na .4 .6 4 49-77 7.5yr4/4 none c2d 7.5yr5/6 mfr gw na .2 .6 5 77-96 10yr5/6 scl om mfr na na .0 .0 Boring # Boring Ground surface elev. 97.50 ft. Depth to limiting factor 84 v"i n.. Pit ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots _ GPD/ft2 Eff# 1 Eff#2 2 3 0-11 11-23 23-33 10yr3/1 10yr4/4 10yr4/4 none none none none Sil Sid scl grsl 2msbk 2msbk 2msbk orn mfr mfr mfr CS gw gw if .8 .6 na na na .4 .4 .6 4 33-84 7.5yr4/4 mfr na .2 .6 Emuent #i = buu 5 > W < 22U Mg/L and 166 >3U < 1 bU Mg/L Ettluent #2 < BUL) W mg/L and 155 < :3U mg/L W 5 CST Name (Please Print) Sinature:CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 tooth St. Baldwin, WI 54002 5/2/2005 715-760-0347 • Property Owner Bast, Kernon Parcel ID # __pending__ t. 3 Boring # Boring Pit Ground surface elev. 95.00 ft. Depth to limiting factor 59 "i n Page 2 of 3 ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots G-PD/ft 2 ---1 *Eff#1 *Eff#2 1 2 0-14 14-29 10yr3/1 10yr4/4 10yr4/4 7.5yr4/4 none sil sicl 2msbk 2msbk mfr CS if .6 .8 .6 none none none mfr gw na .4 3 4 5 29-49 scl Cos/MS 2msbk osg om mfr CS na .4 .6 49-59 MI CS na .7 1.6 59-86 10yr5/6 c2d 7.5yr5/6 scl mfr na na .0 .0 Boring # Boring I Pit Ground surface elev. ft. Depth to limiting factor in. ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftl *Eff#1 *Eff#2 Boring # Boring 1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure 'Consistence' Gr. Sz. Sh. Boundary Roots GPD/ft 2_ *Eff#1 *Eff#2 7-- * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. li'vou 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 (R.07/00) Steel's Soil Service, Inc. J. STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kennon Bast 994 200t' St. CST-POWTSM SE1/41NW1/4,S10,T29N,R17W Baldwin, W154002 Lic. #248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347 Girard Creek Preserve Fax.(715) 684-3449 Lot 14 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.50 ft Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 97.50 ft B2 = 97.50 ft B3 = 95.00 ft B4 { l/7`��x� j ( A I i lal lbb 6i� am X-vw 1/4Tom /df 9 -IdilL- AmiNk 0"-AL i I i.0 wmmmklL UK Ak d" Mft Tim Tti%~ 4,-kl 111.1 .. I VWP4 QIF, 7IF77 AOL VA. 6NSN44t�- L .... ................... ........ .... X 11,01.4 II . .................. x 1096.9 1094.8 x 109&5 NORTH UNE OF THE, SIM CF TW "WIA 1093.1