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Home My WebLink About004-1023-20-000 (9) nIRIGINAL #2516 #SCO n SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 4 Division of Safety and Buildings , Certified Soil Testing, LLC ~ Attach complete site plan on paper not less than 8% x 11 inch in si must County St. Croix include, but not limited to: vertical and horizontal reference poin M), ion d percent slope, scale or dimensions, north arrow, and location and ante est road. Parcel I.D. Please print all information. Revie d By +et- 17 ypeftd+a9 D at Personal information you provide may be use 2 11-11 s. 04 (1) (m)). T Property Owner P perty L ati Ofstie, Darin G vt. Lot NW1/4, SE1/4, S10, T28N, R15W Property Owner's Mailing Address L # lock # Subd. Name or CSMA 2104 Pierce/St. Croix Road Pond View Acres City State Zi Cod ❑ City ❑ Village ® Town Nearest Road Baldwin WI 5 - 84- Cady 310Th St. X New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _ Replacement ❑ Public or commercial - Describe: Parent material loess over till Flood plain elevation, if applicable NA ft. General comments potential 4' x 112.5' rock cell mound on 100.0 as upslope edge of rock w/ 2.5' sand fill w/ state/county and recommendations: approval for interpretive determination ❑ Boring ❑ Boring # ® Pit Ground surface elev. 101.4 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-2 7.5YR 3/2 - sil 2 m gr mvfr gs 1m .6 .8 2 2-9 7.5YR 3/2 - sil- 1 m sbk mvfr Cs 1m .4 .6 3 9-11 10YR 5/4 - A 1 m sbk mvfr Cs lm .4 .6 4 11-17 10YR 5/4 f2d 7.5YR 4/6,5/3 sit 1 m sbk mvfr gs 1m .4 .6 5 17-28 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mfi gs im .2 .6 6 28-36 5YR 4/4 f2d 7.5YR 5/3 sl 0 m dvh - - .2 .6 lacks A+4"; presumptive limit is 0" ❑ Boring 2 Boring # X Pit Ground surface elev. 99.4 ft. Depth to limiting factor 0 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 0-4 7.5YR 3/2 - sil 2 m gr mvfr gs lm .6 .8 2 4-8 7.5YR 3/2 - sil 1 m sbk mvfr Cs 1m .4 .6 3 8-11 10YR 5/4 - sil 1 m pi mvfr gs 1m .4 .6 4 11-15 10YR 5/4 f2d 7.5YR 4/6 sil 1 m sbk mvfr gs lm .4 .6 5 15-19 10YR 4/4 c2d 7.5YR 4/6 sil 1 m-c sbk mvfr gs lm .4 6 6 19-21 7.5YR 4/4 c2d 7.5YR 5/8,5/3 sl 0 m mfi gs lm .2 .6 7 21-29 7.5YR 4/4 f2p 7.5YR 5/3,5/8 sl 0 m dh gs lm .2 .6 ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig to CST Number Henry F. Grote ` 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 12/4/2006 715-233-0398 SBD-8330 (R.07/00) Property Owner Ofstie, Darin Parcel ID # lot t-Tpel iding Page 2 'of 4 [ia --i Boring Boring # Pit Ground surface elev. 99.4 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Cola Or. Sz. Sh. •Eff#1 -Eff#2 8 29-39 5YR 4/4 f2p 7.5YR 5/8 sl 0 m dvh - im .2 .6 IOYR 6 2 I lacks A+4"; presumptive limit is 0"; H3 is often sbk parting to 1 m pl; 1 m roots to 33" 3 Boring Boring # X Pit Ground surface elev. 97.6 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-6 7.5YR 3/2 - sil 1 m gr mvfr cs im 4 .6 2 6-10 10YR 5/4 f1f 7.5YR 4/6 sil 1 m sbk mvfr gs 1m .4 .6 3 10-16 10YR 5/3 c2d 7.5YR 4/6 sil 1 m-c sbk mvfr gs im .4 .6 4 16-21 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mfi gs 1m 2 6 _5 21-36 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m dh - 1M 2 6 i ~ j lacks A+4"; presumptive limit is 0"; 1 m roots to 25" 4 Boring Boring # X,, Pit Ground surface elev. 100.0 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 I 'Eff#2 1 0-3 7.5YR 3/2 - sil 2 m gr mvfr gs lm .6 .8 2 3-9.5 7.5YR 3/2 - sil 1 m sbk mvfr cs 1m .4 .6 3 9.5-11 10YR 5/4 - sil 1 m sbk mvfr gs 1M 1 .4 j .6 4 #15-24 10YR 5/4 f2d 7.5YR 4/6 sil 1 m sbk mvfr gs lm .4 .6 5 7.5YR 4/4 c2d 7.5YR 5/3 sil 2 m sbk mvfr cs im ::.4 .6 6 24-39 5YR 4/4 c3d 10YR 6/2 sl 0 m dvh - 1M .2 .6 lacks A+4"; presumptive limit is 0"; occasional gr/cob below 21"; H4 sbk occasionally parts to 1 f pl; 1 m roots to 36" * Effluent #1 = BOD5 > 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) Certified Soil Testing, LLC Property Owner bfstie, Darin Parcel ID # lot 17 pending Page 3 of 4__ T Boring Boring # Pit Ground surface elev. ^102 ft. Depth to limiting factor 0 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft: in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10YR 2/2 - A 2 f sbk mvfr CS lm .6 .8 2 4-8 10YR 2/2 c2d 7.5YR 4/6,3/4 7.5YR 5/3 sil 1 m sbk mvfr cs lm .4 .6 3 8-14 10YR 4/3 m2p 7.5YR 4/6,5/3 sil 0 m mvfr gs lm 0 2 4 14-20 10YR 4/4 75YR map .5YR 4/6,5/8 Sid 0 m mfr 5/3 gs lm 0 0 c2p 7.5YR 4/6,5/8 5 20-40 7.5YR 4/4 7,5YR 5/3 scl 0 m mfr - 1M 0 0 lacks A+4"; presumptive limit is 0"; 12/5/05 pit originally described as 16-1 located about 10 upslope to the east from 17-1 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) Certified Soil Testing, LLC ~ ~J - po i d--~ -.A' ~ cl O I co .M j f d, o Q' ~ J o y ~ J st j o J ~ 0 - Safety and Buildings 13 E SPRUCE STREET commercemi.gov CMPPEWA FALLS WI 54729 RECEIVED TDD (608) 264-8777 isconsin www.commerce.wi.gov/sb/ Department of Commerce JUN 2 5 2007 www.wisconsin.gov Jim Doyle, Governor ST. CROIX COUNTY Mary P. Burke, Secretary January 04, 2007 CUST ID No. 222774 ATTN: POWTS Building Inspector HENRY F GROTE ZONING OFFICE CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA E4366 353RD AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 (Please forward a copy of this letter to the fire department conducting inspections of this project.) CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/04/2009 Identification Numbers Transaction ID No. 1354177 SITE: Darin Ofstie Site ID No. 721419 Town of Cady, St Croix County Please refer to both identification NE 1/4, SE 1/4, S10, T28N, R15W numbers, above, in all Lots: 4, 16, 17, and 18 Subdivision: Pond Vie correspondence with the agency. Acres , FOR: l d f 0a- h v m b-e rt , mw I l S to Object Type: Soil Saturation Determination Re ated Object ID No.: 1112240 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be < 0.20 gpd/sf, and the linear loading rate < 4.0 gpd/ft. 4. Chisel plowing to a depth of 12-16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. COUNT POND V. LOCATED IN PART OF THE NORTHW OF THE NORTHEAST 1/4 OF THE SI NORTH, RANGE 15 WEST, TOWN OF s26roz'o3-w 65.06R' TO CENTE OF EASEMENT !l11PLATIEQ _LANDS EAST-WEST 1/4 UNE LOT 9 LOT 10 % O~~ BENCHMARK Tt OF 3/4- RON ~o~ ~D\\ LOT 8 LOT 11 \ tn~, \ QI J HWE=1194.53 \ VBENGHMARI( 70P \ 061 OF 3/4' IRON FIN 1201.46 FEET p 1 ~ j \ \ LOT 13 LOT 12 \ 1~J J 1+ 1~1 LOT 6 I LOT 14 r _ J 1 _ I I L j 33' 33' - z % `CS ~~43rd A17ENUE _ _ ctz_ ( I -l`° - I 33' 33' i .LIT a ° I ~ D I - 0 LOT 15 - p LOT 18 ( I w I ' \ I \0_ I ~ I ( I co I ( LOT 21 z (1/ a- LOT 19 I I ( LOT 17 N14'51'44-W TO CENTER OF p LOT 16 EASEMENT/ LOT 20 UNPLATTED LANDS NOTES: BEARINGS REFERENCED TO THE EAST LINE OF THE SOUTHEAST 1/4 ASSUMED TO BEAR SOO5Y24-W. BENCHMARK ELEVATIONS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM GENERAL NOTICE STATEMENT: 1988 (NAND 88). LOTS MAY BE SUBJECT TO FUTURE SPECIAL ASSESSMENTS FOR ANY UPGRADES AND EACH PARCEL SHOWN ON THIS MAP (PLAT) K SUBJECT TO STAY; IM M7Y, AND TOWNSHIP LAWS. RULES AND REOULAR OR OR lo"IM IMPROVEMENTS TO THE ROAD. AN SIZE, ACCESS N o PARCEL, ETC,) BEFORE PURCHASING G OFFICE LOT ANY PROPOSED DISTURBANCE OF SLOPES 20X OR GREATER NOT IDENTIFIED ON THE AND 1HE AIWROPW AND 7pW1IAB0 FOR ADVICE COUN. ZOFBN OFFICE APPROVED PUT OR CSM THAT IS EXCU10E0 AND NOT COVERED BY THE ESCROW MONEY ARE REgUIRED 70 APPLY FOR AND RECEIVE A SEPERAIE SPECIAL IXCEPBON UTILITY E. PERMIT. THIS PERMIT IS APPLIED FOR THROUGH THE ZONING OFFICE AND IS REVIEWED DRAINAGE EASEMENT NOTE: THROUGH A PUBLIC HEARING PROCESS BY THE ST. CROIX COUNTY BOARD OF ADJUSTMENT. NO POLE JO BUT8E0 CARL NO OWNER llls OR CHANGE THE RESIDENT WOULD OF 7HE APPROVED COMPREHENSI~ VAIN VISION ALONG MjY~OI ISTI . SETBACKS FRONT a 50' (UNLESS OTHERWISE NOTED) DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDES BUT IS OF A SURVEY STAKE BY A REAR ` 25 NOT LIMITED TO BUILDING UPON, OBSIRUC ING. AL7IRING. FIWNG. OR 236.32 WISCONSIN STAEUT. SIDE - 25 (COMBINED) D EXCA I VATING OR PLANTING IN ANY POND EASEMENTS. WATER DRAINAGE SET FORTH ARE FOR THE FRONT SETBACK MEASURED FROM R-O-W DTCHES WATER RUNWAYS. WATER CULVERTS, BERMS OR GRASS SEEDING& PRIVATE/PUBLIC UTILITIES