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HomeMy WebLinkAbout026-1298-12-000 ` 17, #1719 "14sconsin SOIL EVALUATION REPORT page i of 3 in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. Department of Commerce r Division of Safety and Buildings County St. Croix Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), ndireion and ceco nearest road. Parcel LD. Q / 't -11 9W, %3lXlJQr.2fiaoai4AW percent slope, scale or dimensio Pleas 1~~F.~ Revie By Date Priva Law, s. 15.04 (1) (m)). Personal information you provide ma for secondary purposes Property Owner J 5 77 Property Location Stallion Development LLC © Govt. Lot na SE1/4, NW1/4, S34, T30N, R18W e~R Property Owner's Mailing Addres ZO IV I i91X 66 t T' ne or Lot # Block # RidmN MeadowsM#~a c 1221 130th Ave 12 na 9 a p Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road City New Richmond WI 54017 715-246-5440 Richmond 120Th St 4 Code derived design flow rate 600 GPD Z New Construction Use: ® Residential / Number of bedrooms El Replacement ❑ Public or commercial - Describe: na na ft. Flood plain elevation, if applicable Parent material Ridges, foot slopes, and valley escarpments of sandstone General comments Mound design, system elevation 100.60ft based on contour line elevation 99.60ft. and recommendations: Boring # ❑ Boring Pit Ground surface elev. 99.60 ft. Depth to limiting factor 24 in. Soil Application Rate Roots GPD/ft' Structure •Eff#2 Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary * in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. none sil 2msbk mfr cs 1vf .6 .8 1 0-13 10yr3/2 2 13-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6 andstonr residuum mfr a na 0 0 24-44 10yr7/8 c2d 7.5yr5/6 andston( residuum mfr na na 0 0 4 44-60 10yr8/2 c2d 7.5yr5/6 E Boring # ❑ Boring Pit Ground surface elev. 99.60 ft. Depth to limiting factor 26 in. Soil Application Rate Roots GPD/ftz Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary •Eff#1 *Ef(#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-12 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 sicl 2msbk mfr cs na .4 .6 2 12-26 10yr4/4 none andstorn residuum na na na .0 .0 3 26-53 10yr7/8 c2d 7.5yr5/6 ' <_30 mg/L and TSS <_30 mg/L " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 CST Number CST Name (Please Print) Signature: 248956 David J. Steel Date Evaluation Conducted Telephone Number Address Steeps Soil Service, Inc. 6/27/2005 715-760-0347 994 200th St. Baldwin, WI 54002 SBD-8330 (8.07/00) ceding page 2 of 3 .Property Owner Stallion Development LLC Parcel ID # E 3 El Boring Depth to limiting factor 36 in. Boring # ®P8 Ground surface elev. 97.70 Soil Application Rate h Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 'Efr#1 `Efr#2 Munsell Qu. Sz. Cont. Color Gr. Sz. Ch. f r7;in. l 2msbk mfr Cs ivf .6 8 none si 0 10yr3/1 none sicl 2msbk mfr gw na .4 .6 2 10-17 10yr4/4 17-36 7.5yr4/4 none sl 2msbk mfr gw na 6 1.0 3 36-51 5yr4/4 f1f 7.5yr5/6 sl/Is om mfr gw na •2 •6 4 5 51-68 10yr8/2 c2d 7.5yr5/6 andston residuum na na na .0 .0 Boring ft Depth to limiting factor in. Soil Application Rate Boring # Pit Ground surface elev. 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. E] Boring ft. Depth to limiting factor in. Soil Application Rate F-1 Boring # F1 Pit Ground surface elev. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `Eff# GPD/ft- ff#2 F 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 <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. stew s sod sew SBD-8330 (R.W/00) ' STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Stallion Development LLC 994 200' St. CST-POWTSM SE1/4,NW1/4,S34,T30N,R18W Baldwin, W154002 Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347 Riding Meadows Sub. Lot, 12 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' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ~aIP7-f- • = Alt Benchmark Ele. 99.95 ft Top of 3/4" pvc pipe C~ = Borings Boring Elevations C, 7d B 1 = 99.60 ft B2 = 99.60 ft 97.70 ft J B4 = 0.00 ft 4 S ~b 0U-1 l s /6e,- L, l 1 12 1,7 . 972.4 x 202 , 16 off` 192 x / 967.4 41' j .50 acres 976.7 / 969.2 72 975.4 97081, 50 acres W ~ x 96 8 977.3 1; 5 acres yQ 1.50 a es 1 g' 114, $.s 242' - f I _ :moo 10 - - r' 1.50 ocr s n ~ 1.50 es a acres N I x 980.8 1 ' 992.1 250' 241' Co o 991.6 x r P'TK"tELIMINARY