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Home My WebLink About020-1479-11-000 (4) Vi sconsin SOIL EVALUATION REPORT #2012 Page 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code teel'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 I /_6C percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. a ZD~ n Please print all information. Revi ed ?1, Dat Personal information you provide may be used f w, s. 15.04 (1) (m)). 7 D(Q Property Owner roperty Location Bast, Kennon ovt. Lot na SW/4, S36, T29N, R19W Property Owner's Mailing Address NO V of # Block # Subd. Name or CSM# 948 Labarge Rd. 11 na Cottonwood Ridge South City State Z CodST. 0R0l* Wi r City ❑ Village ~1] Town Nearest Road Hudson WI 01 Hudson Cty Rd N 4 Code derived design flow rate 600 GPD New Construction Use: E Residential /Number of bedrooms Replacement El Public or commercial - Describe: na Flood plain elevation, if applicable na ft. Parent material outwash plains and stream terraces General comments Conventional system, system elevtionn996-.45ft. Trenches spaced and depth to code 3.00ft below grade. and recommendations: H] Boring # Ground surface elev. 99.65 ft. Depth to limiting factor 110 in. Soil Application Rate GPD/ft2 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 0-9 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 9-27 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 27-53 7.5yr4/4 none grcos osg mvfr cs na 7 1.6 4 53-110 7.5yr4/6 none cos/ms osg ml na na 7 1.6 3$' ❑ Boring # LJ Ground surface elev. 98.85 ft. Depth to limiting factor 110 in. Soil Application Rate Ell] - GPD/ftz Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots •Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10yr3/1 none sil 2msbk mfr cs ivf .6 .8 2 10-27 10yr4/4 none sicl 2msbk mfr gw na .4 .6 mvfr cs na .7 1.6 3 27-56 7.5yr4/4 none grcos osg 56-110 7.5yr4/6 none cos/ms osg ml na na 7 1.6 4 7Z 3 < <_30 mg/L " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/ Effluent #2 = GODS-30 mg/L and TSS CST Number CST Name (Please Print) Signature: 248956 David J. Steel Date Evaluation Conducted Telephone Number Address Steel's Soil Service 10/13/2006 715-760-0347 994 200th St. Baldwin, WI 54002 SBD-8330(R.07/00) Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 F3 ]Boring # 0, Ground surface elev. 99.45 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. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs ivf F.6 .8 2 10-26 10yr4/4 none Sid 2msbk mfr gw na .6 3 26-63 7.5yr4/4 none grcos osg mvfr cs na .7 1.6 4 63-110 7.5yr4/6 none cos/ms osg ml na na .7 1.6 3e ❑ Boring # El 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 i Boring # 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 = 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 STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kemon Bast 994 200th 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 11 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. - r Legend N n 6f P= 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 = 99.65 ft B2 = 98.85 ft 0 B3 = 99.45 ft ` B4 = 0.00 ft R~ ,o ~i l 0 so pa~ M2 ® 1061.4 25 X { 95556 sq. ft C.B.A. = 2.1 AC. LBO=1051.50 _24{ X 2.79 AC 1063.8 1 7 sq. C.B.A. 2.7 AC. ^h' X 1060.8 2.64 ores 14792 .ft 23 - C.B. . = 2.6 .20 Ac 9 sq. ft C.B.A. 2.2 AC. Q J / 8. X 2 ~ ~ Ro J 0 X i/ 211. 1040. 4. 7 J J 30.00' 1 x 1 1041.1 \ 2.49 res 12 ft _ 2.69 cr C.B. . = 2. C. 2. res 117 sq. ft LBO 1043.50 130381 ft C.B. . = 2.6 AC. r B.A = 2. C. L =1044.50 LB 1043.5 Ln Co 469.77' p' 1042.6 15 Q 1 46. 13 X a" - 2.15 Acres • - - - 93760 . ft X 1 44.4 ► - 8 A. 1.5AC. g C N LBO=1044.50 • i 1 '--WETLAND f ~ DELINEATION 1043.7 J///' X r !i non n4. CROIX COUNTY A PLANNING & ZONING November 19, 2009 I Kernon Bast c/o Edina Realty, Inc. ~ I 400 South 2"d 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 processing a sanitary permit application and noted that have compliance deposits you that 715Real-Pro386- 67p y7 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. ozw rk 20lb . When we have received photos that document completion of construction on each lot, your deposit refunds will be processed. S' ely, Pam-Quinnq Zoning Specialist Cc: Brian & Molly Hayes, lot 24 property owners Andre Buechner, lot 2 property owner ST. CRO/X COUNTY GOVERNMENT CENTER 1 101 CARM/CHAEL ROAD, HUDSON, W/ 54016 715386-4686 FAx PZ@CO.SA/NT-CRO/X.W/.US WWW CO.SAINT-CROIX WI S