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Home My WebLink About020-1479-03-100 (2) #1987 1446 si 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 parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 Please print all information. Revi ed By Dat Personal information you provide may be used for ivacy w, s. 15.04 (1) (m)). / jS{o Property Owner roperty Location Bast, Kernon ovt. Lot na SW 4, SE1/4, S36, T29N, R19W Property Owner's Mailing Address NQV t# Block # Subd. Name or CSM# 948 Labarge Rd. 1 na Cottonwood Ridge South City State Zi CodgT, TRW er ❑ City Fj Village [~xj Town Nearest Road Hudson WI 5 016 - 5 Hudson Cty Rd N 4 Code derived design flow rate 600 GPD New Construction Use: 0Residential / Number of bedrooms Replacement ❑ Public or commercial - Describe: na Flood plain elevation, if applicable na ft. Parent material Silty sediment over Fractured limestone. General comments Mound design, sytstem elevation 101.00ft based on contour line elevation 100.00ft Minimuum 12 Inches and commendations: STM 33 Mound. sand. C i, Boring # Z Ground surface elev. 100.00 ft. Depth to limiting factor 31 ~//in. Soil Application Rate GPD/ftZ Horizon Depth Dominant Color I Redox Description Texture Structure Consistenc Boundary Roots "Eff#1 `Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-11 10yr3/2 none sil 2msbk mfr Cs 1c .6 .8 sl om mfr gw na .2 .6 2 11-31 5yr4/4 none 3 31- 10yr7/4 none =racturec Limestone na na na 0 0 El Boring # Ground surface elev. 100.00 ft. Depth to limiting factor 24 in. Soil Application Rate GPD/ftz 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 0-10 10yr3/2 none sil 2msbk mfr cs lvf .6 .8 2 10-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6 na cs na .0 .0 3 24-48 7.5yr4/4 none scI om 4 48- 10yr7/4 none Fractured limestone na na na 0 0 " Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS <_30 mg/L CST Number CST Name (Please Print) Signa 248956 David J. Steel Date Evaluation Conducted Telephone Number Address Steel's Soil Service 10/10/2006 715-760-0347 994 200th St. Baldwin, WI 54000022 SBD-8330 (R.07/00) Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 F31 Boring # El El Ground surface elev. 96.40 ✓ ft. Depth to limiting factor 29 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 fr cs 1vf 6 8 m q212-22 0-12 10yr3/2 none sil 2msbk 10yr4/4 none Sid 2msbk mfr cs na .4 .6 22-29 7.5yr4/4 none Sid 2msbk na cs na .4 .6 4 29- 10yr7/4 none -racturec limestone na na na .0 .0 ❑ Boring # ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate 11 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 # Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E1GPD/ftEff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <-l 50 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS <.-310 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. Steel's Soil Service SBD-8330 (R.07/00) STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kemon Bast 994 200th St. CST-POWTSM SWl/4,SE1/4,S36,T29N,1t19w Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347 Cottonwood Ridge South, Lot 1 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 • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 100.00 ft B2 = 100.00 ft B3 = 96.40 ft B4 = 0.00 ft s S/ as r 10 14 1 40 7' 73' - - - - - - - - - - - - 1061.4 , 25 x 0 FlL FIL PR DEPTH 15' , / TRATION POND 95556 sq. ft sy' BORING PIT DEPTH 75' , INfILTRATfON POND C.B.A. = 2.1 AC. / HWL=1048.00 10 .6 LBO=1051.50 x , -241 x 79 Ac 1063.8 Acr 1 7 sq. 8 sq. ft C.B.A. 2.7 AC. N87°04'32'E 97.4 ` B 1050. a 1060.8 .25 9 7 sq. ft B.A. 2.2 - BO=1 0.0 a~ x F4 6 8 j / 396. 214. - I245,4;EAS7 RAAD 10 1.6 x 37 , 5 ~q 1069.3 O U OT I ft .73 ACR C. - 1,909 SQ. Ff. .50 2. res z 130381 . ft 1 72.9 rn B.A = 2. C. a~ N LB 1043.5 Acres N j x 141 q. ft 1071.6 3.2 C. = 3. AC. 142 LBO 1043.0 A 150.00 10 a \ 1 46. WETLAND DELINEATION 7 IF 0 218.01' Iq 71) 70 A-A ST9 CROIX ZONING November 19, 2009 Kernon Bast c/o Edina Realty, Inc. 400 South 2nd Street Hudson, WI 54016 i Code Administration RE: Compliance deposit refunds for Cottonwood South '07 lots 715-386-4680 Section 36, Town of Hudson Land Information C- Dear Mr. Bast: Planning 715-386-4674 1 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 inspector and the mound on lot 2 does not meet the required setback from the north lot line. 20/0 . 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 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715386-4686 FAx PZ@CO.SA/NT-CRO/X. W1. US WWW.CO SAINT-CROIX WI U