Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
030-2153-37-000 (2)
`V resin SOIL EVALUATION REPORT #1450 Department f Commerce in acxordance ' h Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 in in s' an st County St. Croix include, but not limited to: vertical and horizontal reference point di nd percent slope, scale or dimensions, north arrow, and location and di ce to are ad. Parcel I.D. ©3 37 OfJD Please to ' I IF* _ Rev' By Date Personal information you provide may be sect fo s nvacy Law, s. 15. 1) (m)). ~9 Q Property Owner Property Location Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot NE1/4, 1/4, S20, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 14906 Blakeney Road ST. CROIX COUNTY 37 Pioneer Ridge City State 20 rods RhoAs Number ❑ City ❑ Village ❑ Town Nearest Road Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th St. ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.7q2d&%dt rating. Possible system elevation for Area 1 (step trenches) is high trench 95.8, low trench 94.0. Slope is 13%. Boring # ❑ Boring Pit Ground surface elev. 101.2 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-8 10yr3/3 none sil 3fsbk mvfr as 2f,2vf .6 .8 2 8-14 7.5yr4/6 none sicl 3fsbk mfr 9W 1vf .4 .6 3 14-25 10yr4/6 none fsl 2msbk mfr gW 1vf .4 .8 4 25-52 10yr5/4 none grsl 2msbk mfr 9W .6 1.0 5 52-115 10yr6/8 none s Osg ml .7 1.6 S$ 27 Boring # ❑ Boring ® Pit Ground surface elev. 101.0 ft. Depth to limiting factor 115+ 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 0-7 10yr3/3 none sil 2fsbk mfr as 2f,2vf .6 .8 2 7-15 10yr5/6 none sil 3msbk mfr 9W 1vf .6 .8 3 15-48 7.5yr4/6 none sl 2msbk mfr gw .6 1.0 4 48-72 10yr5/6 none s Osg ml Cs .7 1.6 5 72-115 10yr6/4 none s Osg ml .7 1.6 .'i ` Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS S30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, Wl 54017 8/5/2006 715-247-2941 Ssn-9330 (EL 07/00) Property Owner Golden Harvest Capital, LLC Panel ID # 37 Page 2 of 3 3 ] Boring # El Boring ❑ Pit Ground surface elev. 97.5 ft. Depth to limiting factor 100+ in. Soil Application Rate F 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 0-6 10yr3/3 none I 2fsbk mf as 2f,2vf .6 .8 2 6-14 7.5yr5/6 none sl 2csbk mfr gw ivf .6 1.0 3 14-32 10yr5/6 none ifs lcsbk mvfr gw .5 1.0 4 32-100 10yr6/4 none s Osg ml .7 16 9' 1 ~{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 ❑ 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 = BOD? 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS 00 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. SHD-8330 (RO'I/00) Sdmft SON TesWV, Inc. Page ~3 of 3 - ConOucted by: Conducted For. Schmitt Soil Testing Inc. Name: Golden Harvest Capital, LLC Thomas J. Schmitt, CST 227429 Address: 1440 Arcade St. N 1595 72nd St. City, State, Zip: St. Paul, MN. 551,06 New Richmond, W1. 54017 Phone: 715-247-2941 Subd.Name: Pioneer Ridge Lot No.: 3 Daft 0 Legal Description: X114 NEU4 S20 T30N R19W Backloe pit Township, Couaty: St. Joseph, St. Croix A Bench Mark EL 100.00' Top of 2" pvc pipe. A Akernate Bench Mark EL 7.1-OS- Top of 2" pvc pipe Slope= ! Coirtonr Line EL Contour Line Length Pra ° R Scale 1" = 40' f. \ b~ i 2 IUSoiaid EvdnmonwAaao~pl~eaOMMazoaies~eq~ameotk~iWOft4Limaioodi= mMkIbryarvw