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Home My WebLink About020-1479-04-000 (2) SOIL EVALUATION REPORT #1990 10s4onsin PA 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'%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, north arrow, and location and distance to nearest road. Parcel I.D. Q Z~ OI / 7 Please pr' Revi d By Dat Personal information you provide may b used fQ~sEcrAtid y VKsl)(Privac Law, s. 15.04 (1) (m)). ~(p Property Owner Property Location Bast, Kernon NOV 0 6 2006 Govt. Lot na SW1 SE1/4, S36, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. ST. CROIX COUNTY 4 na Cottonwood Ridge South City Stat Zi Code ❑ City Village ❑ Town Nearest Road Hudson WI 54016 715-386-7775 Hudson Cty Rd N New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments Conventional system, system elevtion 103.66ft . Trenches spaced and depth to code 4.33ft below grade. and recommendations: ❑ Boring F1 Boring # ❑ Pit Ground surface elev. 99.35 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 0-11 10yr3/1 none Sil 2msbk mfr cs 1vf .6 .8 2 11-27 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 27-110 7.5yr4/6 none Is osg mvfr na na .7 1.6 olu it do Boring # ❑ Boring ❑ Pit Ground surface elev. 99.35 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/1 none Sil 2msbk mfr cs lvf .6 .8 2 12-36 10yr4/4 none sl/scl 2msbk mfr gw na .4 .6 3 36-84 7.5yr4/4 none Is osg mvfr CS na .7 1.6 4 84-110 7.5yr4/6 none cos osg mvfr na na .7 1.6 I n ~ ,~lo 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 Name (Please Print) Signature: CST Number David J. Steel - 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/10/2006 715-760-0347 SBD-8330 (R.07/00) Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 T Boring # ❑ Boring ❑ Pit Ground surface elev. 97.85 ft. Depth to limiting factor 110 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. `Eft#1 .Eff#2 1 0-14 10yr3/1 none sil 2msbk mfr cs ivf .6 .8 2 14-43 10yr4/4 none Sid 2msbk mfr cs na .4 .6 3 43-110 7.5yr4/6 none cos osg mvfr na na .7 1.6 5Z ~l ,g 9(v 51~ ❑ Boring # ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 ❑ Boring # ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 " Effluent #1 = BOD5> 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 3 of STEEL'S SOIL SERVICE 3 David J. Steel Kemon Bast 994 200" St. CST-POWTSM SW1/4,SE1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347 Cottonwood Ridge South, Lot 4 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 onducted. Legend N 1" = 40' I = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1= 99.35 ft ( B2 = 99.35 ft B3 = 97.85 ft B4 = 0.00 ft i f~3 i 3` 2- E 1040.8 y x l I O 4 10428 X I X ~ I ® s4, x ING PR DEPTH 15' -`78 10655.7 1LTRATION POND BORING PR DEPTH 15' INFILTRATION POND 1047.6 HWL=1048.00 ;'o` ' ft N87°04'32uE 97.47~M 4 AC. r x )50. o 1~jj 048Y\Q , b~ 1065. c`nv Qj ' ° a 3 4 ,`\,105 `J •2.00 Agcr 3 l l 7j J5 ft N 2. res C.B.A. =I AC. q7 2.00 87125 sq. 1 LBO=1 0.00 871 sq. B.A. = 1.1 AC. i 8 B. = 2 AC. a, L =1050.00 'E; N I 1066.7 I CV x NI I~ pi iQo 0 I I Z OI ' 1 I 1 I I I CF) - _ I 1 O _ I I 1245, ` - - ASET ROAD - - - " 201.891 - j ( 0 0 Q )l! OT 1 1067.1 Z 73 A RKIII 1069.1 x t .909 SQ. FT. x 1 72.9 rn 0 N z x $ 7 w 1071.6 3.27 Acres 142341 sq. ft 2.00 Acres C\i .00 150.00 A. = 4.0 AC. Q 87125 sq. 2 1074 C.B.A. = 2.0 AC. 8 sq. ft A. = 2.0 STO CROIX COUNTY .&A IL PLANNING & ZONING November 19, 2009 Kernon Bast c/o Edina Realty, Inc. 400 South 2nd Street Hudson, WI 54016 Code Administration RE: Compliance deposit refunds for Cottonwood South '07 lots 715-386-4680 Section 36, Town of Hudson Land Information G- Dear Mr. Bast: Planning 715-386-4674 I recently reviewed the Board of Adjustment Decision for the above subdivision while Real Property, processing a sanitary permit application and noted that you have compliance deposits that 715-386-4677 may be eligible for refund. According to Condition #5: Recycling "The plan shall be accompanied by a $100 nonrefundable staff review fee and a cash 715-386-4675 compliance deposit for the lot. The compliance deposit for the six lots under construction shall be $1,100 each, and the compliance deposit for the remaining lots in the subdivision shall be $300 each. The cash compliance deposit will be held by the Zoning Administrator until construction is complete, permanent vegetation has been established, and the project is found to be in compliance with the conditions of this approval, at which time the deposit will be refunded in full. Upon completing construction on each lot, the applicant shall submit to the Zoning Administrator photos of the completed construction and certification from the project engineer that the construction has been completed as approved to serve as proof of compliance." Our sanitary database records show eight (8) permits were issued whose POWTS have been installed and inspected. However, there are some non-compliance issues that must be resolved before lots 2 and lot 24 will be considered "complete". We need to obtain elevations and documentation of the building sewer and tanks that were installed on lot 24 without county inspecto and the mound on lot 2 does not meet the required setback from the north lot line. W, 2OI U . When we have received photos that document completion of construction on each lot, your deposit refunds will be processed. S' ely, Pam-Quinn Zoning Specialist Cc: Brian & Molly Hayes, lot 24 property owners Andre Buechner, lot 2 property owner ST. CRO1X COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HuDsoN, W1 54016 715386-4686 FAX PZ@CO. SAINT-CROIX. W1. US W W W. C O. SAINT-C ROIX. W I. US