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Home My WebLink About018-2009-62-000 (2) Nvisconsin SOIL EVALUATION REPORT #1542 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, rsed ow, and location and distance to nearest road. Parcel I.D. Please prall CC Reviewed By Date Personal information you provide may be econdary c~e~ri vacy aw, s. 15.04 (1) (m)). Property Owner Property Location V' MAR 2 6 2007 Govt. Lot n/a SE1/4, SE1/4, S4, T29N, R17W Cutting Edge Four, LLC Property Owner's Mailing Address L ST. CROIX COUN.ry, Lot # Block # Subd. Name or CSM# E976 170 TH Street 62 n/a Hillside Heights City State Zip Co a mber City Village Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd " 7 New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD n Replacement Public or commercial - Describe: n/a Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a ft. General comments Conventional system, system elevation 95.35 ft. Trenches spaced and depth to code 4.25 ft below grade and recommendations: based on boring #2 elevation and depth of.7 sand at time of installation. ❑ Boring # [I Ground surface elev. 99.40 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 10-29 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 29-110 7.5yr4/4 none ms osg ml n/a n/a .7 1.6 II I ❑ Boring # ['I Ground surface elev. 100.40 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 12-26 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 26-41 5yr4/4 none sl 2msbk mfr gw n/a .6 1.0 4 41-100 7.5yr4/4 none cos osg mvfr n/a n/a .7 1.6 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 <.30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1396 141st St. New Richmond, WI 54017 3/20/2007 715-760-0347 SBD-8330 (R.07/00) Prop; rty Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of_ 3 3 ] F Boring # I -I Ground surface elev. 100.80 ft. Depth to limiting factor 96 in. ' Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2 1 0-10 10yr3/1 none sil 2msbk mfr Cs 1vf .6 .8 2 10-32 10yr4/4 none Sid 2msbk mfr Cs n/a .4 .6 i 3 32-96 7.5yr4/4 none Is ml mvfr n/a n/a .7 1.6 ❑ Boring # L Ground surface elev. 101.20 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-17 10yr3/1 none sil 2msbk mfr Cs 1vf .6 .8 2 17-36 10yr4/4 none Sid 2msbk mfr Cs n/a .4 .6 3 36-96 7.5yr4/4 none Cos osg ml n/a n/a .7 1.6 ❑ Boring # J [ ] Ground surface elev. 101.20 ft. Depth to limiting factor 144 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft: in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-28 10yr3/1 none sil 2msbk mfr Cs lvf .6 .8 2 28-42 10yr4/4 none Sid 2msbk mfr Cs n/a .4 .6 3 42-144 7.5yr4/4 none Cos osg ml n/a n/a .7 1.6 Effluent #1 = BODS> 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. SBD-8330 (R.07/00) Steel's Soil Service Page 3 of 3 STEEL'S SOIL SERVICE INC. David I Steel 994 200'x' St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 SE1/4,SEI/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 62 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1" = 40' ♦ =Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe o =Alt Benchmark Ele. I OO.7OFt Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B I = 99,ydFt B2 =1MYOFt B3 = IOOgOFt B4 = 10/ .ZOFt ~ Ft ~00,4VF- i~ ~ 16,4 a6'` 7 ~ /D' o2rr i _ 3 Z-© ~D 2v 'R x5t / 6-e cx- ~ f- z~ 1 \ 3 \ \ ` N.1 I I 1-\2 36~~ \ \ \ \ .4 I / \ \64\ 6~ \ \ \ 677'5\3 S. F-, 5457 S. F. \1.56 -Ac. \ t~o Act. \ N.B\ \ 753 S. \ ` _ \ \ W N.B. 1.56 Ac. \ \ X X 60530 SE. \ N-84'1-7' \ N.B. 1.39 A"0 00 \ \ 394.84` \ x / - TEMPORARY UL-DE-SAC \ \ I / / i ASEMENT. TO p I UPON MOVED z \ \ 68868 S.F~` \ STERLY \ 1.58 Ac. XTEN S10N F / \ \ OAD AY. N\B. 68868 S.F. I~~ 1.58 Ac. ~64 61 45'~ - _ , N 89'51 W N . D 9 ~ 114 S~ cV ~l 5 , 8 45., \ N 89'51' W Dy ' 74627 S.F. i 1.71 Ac, N.B. 69J& S.F. ( ( / \ i N.H./1.60 Ac. Q 1- 87--~" IN / /3 Q X10 nnn ~ ~ 3~f 65 - U L "4-. y I 66828 S.F. 4S`599 S rn 1.53 Ac. O i N.B. 66828 S.F. \00 It LBO j 4b-, W I i / 5: N.B. 1.53 Ac. 8 9 44-:4 --FV- 87-'8a-'a9„ I ~-258-10 2' 00 I l 2 A~r, 4.~ 66 C, F / ! z\ _ 65341 S. 9 i v 1542 Wisconsin Department of Co /merce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildi7s in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. County Attach complete site plan on papernat less It M' 8'% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and hon-20ntal.reference point (BM), direction and U / G percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0/1 Please print all information. Re ' w - (QDate, d Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). fs~ DO Property Owner Property Location Cutting Edge Four, LLC Govt. Lot n/a SE 19 19S 4 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E976 170 TH Street 62 n/a Hillside Heights City State Zip Code Phone Number City J Village a Town Nearest Road Hammond WI 54015 715-796-2793 Hammond Cty Rd " T" New Construction Use: 16 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe:n/a Parent material Ground and end moraines, pi ed glaical drift Flood plain elevation, if applicable n/a General comments b- and recommendations: Conventional system, system elevation 96.95 ft. Trenches spaced and depth to code 3.75 ft below grade. Boring # I Boring V Pit Ground Surface elev. 98.90 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sit 2msbk mfr cs 1f .6 .8 2 10-29 10yr4/4 none sic1 2msbk mfr cs n/a .4 .6 II 3 29-110 7.5yr4/4 none ms osg ml n/a n/a .7 1.6 a Boring # J Boring 1#1 Pit Ground Surface elev. 99.90 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/1 none sit 2msbk mfr cs 1f .6 .8 2 12-26 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6 3 26-41 5yr4/4 none sl 2msbk mfr gw n/a .6 1.0 4 41-100 7.5yr4/4 none cos osg mvfr n/a n/a .7 1.6 I * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/10/2004 715-6845680 Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 F3]Boring # Boring j Pit Ground Surface elev. 99.60 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 11-16 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 16-26 7.5yr4/4 none scl 2msbk mfr cs n/a .4 .6 4 26-110 7.5yr4/4 none sl/Is 2msbk mfr n/a n/a .6 1.0 Boring # Boring ❑ _f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Muruell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I F-1 Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 BOD s 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200'" St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Llc. #248956 SE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 62 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.20Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 98.90Ft B2 = 99.10Ft B3 = 100.30Ft B4 = 100.70Ft Pb 55 I (3 `f 73( T . 3y f A \ \N 6 2 \ \ \ \ \ \ N.B. ~.3 \\64\ 15 677553 S. F. \ 5457 S.F. \ \1.56 ,Ac. 1~~a A \ N.B\6\753 S.F~\ \ _ ` \ W N.B. 1.56 Ac. \ X 1 X ft-Etj 60530 so_ \ N-847, -S ` N.B. 1.39 Ac.- 0 39.84` x - 0' TEMPORARY z UL-DE-SAC o \ \ / I ASEMENT. TO o ( UPON MOVED z \ \ 68868 S.F` \ y STERLY 1.58 Ac. XTENSION F / OAD AY. N\B. 68868 S.F. \ 1.58 Ac. / J I 6 4 61 45 0 N 89'51 , „ W i -T o s° N Sg \ 4S cfl N 89'51' no 117 nnVU d- ~ - 74627 S.F. /-"---'-7-4627 ~ i 1.71 Ac, U N.B. 6F(l0 S.F. { / \ NN 1.60 Ac. < < _ / \ \ \ it 8 7'(, Q~ /3 ~ 4'OE no 65 - =f d J 66828 S.F. 4599 S 1 rn 1.53 Ac. / LBO j i ~0n N.B. 66828 S.F. d' ( N.B. 1.53 Ac. *8944M: IN I _ -N- 87'81'9g„ w--- 1 rl-'` -258 10' . -2-32 z 66 00, r, ~a~ F 65341 S.