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HomeMy WebLinkAbout018-2019-57-000 #1888 '0 resin SOIL EVALUATION REPORT page 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service Division of Safety and Buildings County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and - Q percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ©ky -i~errc7rt~g Please print all informat" R Date p Personal information you provide may be us ~s (Priv y Law, s. 15.04 (1) (m)). a-6 La Property Owner Property Location NW1/4, SW1/4, S29, T29N, R17W Rolling Hills Of Hammond LLC: 2Op6 Govt. Lot na Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 400 2nd st GOVN~Y 57 na Rolling Hills Farm City State ip Coin Phone N ❑ City ❑ village Z Town Nearest Road Hudson WI 4 715-386-0230 Hammond 160Th St 4 Code derived design flow rate 600 GPD New Construction Use: Z Residential / Number of bedrooms ❑ Replacement ❑ Public or commercial - Describe: na Flood plain elevation, if applicable na ft. Parent material Silty sediment and underlying reddish sandy loam till General comments At Grade or Mound design, system elevation 99.90ft for At Grade. System elevation 99.90ft for Mound and recommendations: based on contour line elevation 99.40ft. Minimum of 6 inches of ASTM C33 mound sand. F-11 Boring # Boring Pit Ground surface elev. 99.90 ft. Depth to limiting factor 61 in. Soil Application Rate GPDM2 Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-12 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 12-33 10yr4/4 none sicl 2msbk mfr cs ivf .4 .6 na gw na .2 .6 3 33-50 7.5yr4/4 none grsl om 4 50-61 5yr4/4 none grsl om na cs na .2 .6 5 61-80 10yr5/8 c1d7.5yr5/6 sl om na na na .2 .6 2 ] F Boring # Boring Pit Ground surface elev. 99.90 ft. Depth to limiting factor 41 in. Soil Application Rate GPD/ft2 Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. none sil 2msbk mfr CS 1vf .6 .8 1 0-11 10yr3/ 1 2 11-21 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 21-41 7.5yr4/4 none sl 2msbk na ow na .2 .6 4 41-60 10yr5/8 c1d 7.5yr5/6 Is/SI om na na na 2 6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <.30 mg/L and TSS <_30 mg/L CST Number 7g Z!9 -7 Signature:_ CST Name (Please Print) 248956 David J. Steel Date Evaluation Conducted Telephone Number Address Steel's Soil Service 6/12/2006 715-760-0347 994 200th St. Baldwin, WI 54002 SBD-8330 (R.07/00) Pending Page 2 of 3 Property Owner Rolling Hills Of Hammond LLC. Parcel ID # Fil Boring # ❑ Boring 98.30 ft. Depth to limiting factor 61 in. Soil Application Rate ❑ Pit Ground surface elev. Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots *E1GPD/ftEff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-12 10y r3/1 none sil 2msbk mfr cs if .6 .8 2 12-33 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 33-50 7.5yr4/4 none Si om na cs na .2 .6 4 50-61 7.5yr4/4 none sl/Is om na gw na .2 .6 5 61-80 5yr4/4 none scl om na na na .0 .0 F-I ❑ Boring Depth to limiting factor in. Boring # ❑ Pit ft. Soil Application Rate Ground surface elev. _ Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring De th to limitin factor in. F-I Boring # El pit ft p g Soil Application Rate Ground surface elev. _ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff# GPD/ftEff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <L30 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. Steers Soil Service SBD-8330 (R.07/00) STEEL'S SOIL SERVICE 3 of 3 David J. Steel Rolling Hills Of Hammond LLC 994200 th St. CST-POWTSM NL'1/4,Sw1/4,S29,T28N,R17w Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 57 Fax 715-684-3449 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' I = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.80 ft Top of 3/4" pvc pipe ❑ = Borings ( j( y Boring Elevations BI = 99.90 ft Y B2 = 99.90 ft B3 = 98.30 ft B4 = 0.00 ft P 5Z I 61b