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Home My WebLink About018-1020-30-000 LOT 03� RE ffixf Eta Sb$L EVALUATION REPORT #1673 . Department Of Commerce, in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Build gs v oojy\ UN� �' Steel's Soil Service, Inc. ST'C G OFFICE Count Attach complete site plan on pa er not N inches in size. Plan must y St. Croix include, but not limited to: vertic orizontal reference point (BM), direction and - percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. �� P dingg Please print all information. Revie d By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).6Z;6 S d s Property Owner Property Location Bast, Kernon Govt. Lot na SE 1 7,N W1/4, S 10, T29N, R 17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. 3 na Girard Creek Preserve City State Zip Code Phone Number ❑ City Village Town Nearest Road Hudson WI 1 54016 715-386-7775 Hammond 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 ft. General comments Mouind or At Grade design. System elevation 101.35ft based on contourt line elevationl00.35ft and recommendations: --- - 1 Boring # ❑Boring ❑ Pit Ground surface elev. 100.35 _ ft. Depth to limiting factor 36 J in. Soil 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 1 0-6 10yr3/1 2 6-21 10yr4/4 3 21-36 5yr4/4 4 36-60 I 5yr4/4 5 60-72 7.5yr4/4 none none none c2d 7.5yr4/4 c2d 7.5yr4/4 I grls grsl grsl grcos Horizon 2msbk osg mfr mfr cs cs gw gw 1f na na na .6 .7 .2 .2 .7 .8 1.6 .6 .6 1.6 om mfr mfr om osg mvfr #3 is wet. na na 1 Rnrinn : t L Boring ` 7 Pit ❑ Ground surface elev. 100.35 ft Horizon Depth in. Dominant Color Redox Description Munsell Qu. Sz. Cont. Color Texture 1 0-9 9-30 30-60 10yr3/ 1 10yr4/4 5yr4/4 none none sil grls 2 3 none sl Depth to limiting factor 60 ` in Structure Gr. Sz. Sh. Consistence Boundary Roots 2msbk mfr cs 2f osg mvfr cs if om mfr na na Horizon #3 is wet. Soil Application Rate GPD/ft2 *Eff#l�] *Eff#2 .6 .8 .7 1.6 .0 .0 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODE <30 mg/L and TSS <30 mg/L CST Name (Please Print) --Signature: CST Number David J. Steel N248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 5/2/2005 715-760-0347 ,- Property Owner Bast, Kernon Parcel ID # Pending 3 BoringBoring Q 5 . # �g' Pit Ground surface elev. ft. Depth to limiting factor In. Page 2 of---3--- Soil 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 1 0-24 10yr3/1 none sil 2msbk mfr cs 2f .6 .8 2 24-49 10yr4/4 none scl 2msbk mvfr cs 1f .4 .6 3 49-60 5yr4/4 c2d 7.5yr5/6 sl om mfr na na .2 .6 Horizon #3 is wet. Boring# I Boring I Prt 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 Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 Boring# Boring 17 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 Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *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 (R.07/00) Steel's Soil Service, Inc. STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kennon Bast 994 200t' St. CST-POWTSM SEl/4,NW1/4,S10,T29N,R17W Baldwin, W1 54002 Lic. #248956 Town of Hammond, St. Croix Co. Cell(715) 760-0347 Girard Creek Preserve Fax.(715) 684-3449 Lot 3 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. 100.35 ft �/4" pvc pipe gs Boring Elevations 1 = 100.35 ft 2 = 100.35 ft 3 = 98.05 ft 4 = 0.00 ft 7oL �b qw to r Ir ..�,. i • • • f ■ ♦ h/ tj 0-1 VON fill iw 4 Joe VOI iL IN •�►. f c4 / -low A co +� � � .. 4. ♦ ' ..,ram-'" '`� � f Ot •a \ :,gip- +, �' Sn. '• ,.//� 'I-X. ', �'� - •F r .. • yj'I ' � ♦ F��J•^ � i �` h � �♦ s ter" ,�,.-✓'��^ _ < • Vol a /jj