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HomeMy WebLinkAbout030-2128-80-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ? D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. J ` Please print all information. Reviewed by ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ,7 .4f if Property Owner , Property Location Quest Development, Inc Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 E❑(or)❑W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Suite 150 10700 Old County Road 15 8 Ridge At Birch Park City State Zip Code Phone Number ity [:]vllage ■ Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E New Construction Use; • Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Public or commercial - Describe: r- . Parent material 1.oess over nutwash sands Flood Plain elevation if applicable ft General comments This site is suitable for a conventional system' and recommendations: r r,+ r 1 e i.. _ y a Boring # Boring ❑ Pit Ground surface elev. 102.40 ft. Depth to limiting factor >100 in i oil ApplicatikVie Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary 1.E "-i - i-- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#2 01 0-4 10yr3/1 1 2msbk mfr cs 2f .5 .8 2 4-15 10 r4/4 lvfs Osg mvfr cs - .4 .6 3 15-52 10yr4/6 sil lmsbk mfi cs - .2 .3 4 52-100 7.5vrr6/4 s Osg ml - - .7 1.2 F2 Boring # Boring 93.56 >100 Q 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/1 1 2msbk mfr cs 2f .5 .8 2 4-16 1 r4/4 lvfs Osg mvfr cs - .4 .6 3 16-51 1Oyr4.6 sil lmsbk mfi cs - .2 .3 4 51-100 7.5yr6/4 s Osg ml - - .7 1.2 * Effluent #1 = BODS > 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) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 10/16/01 715-246-2454 1 Property Owner Quest Development, INc Parcel ID # Page 2 of 3 F3 Borin # Boring g 0 Pit Ground surface elev. 86'80 ft. Depth to limiting factor >110 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr311 - 1 2msbk mfr es 2f .5 .8 2 5-18 10 r4/4 - lvfs Os mvfr cs - .4 .6 3 18-40 10yr4/6 - sil l msbk mfi cs - .2 .3 4 40-110 7.5yr6/4 - fs 2fgr mvfr - - .7 1.2 ❑ Boring # Boring n 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Applicatio, Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 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 = 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-8330Test (R.07/00) a Ql&qp- i~irc~ P u 2 c©n&,,~ rob' 4~ ~ Qty log b l l u ,ID R3 P r ~ 1 n n h r145 Y ~ S I~ -Z 2 S b -7 P~ 5A To ,vErv i.vD i U%D v~ L P,'~v wok iSSv,4-~v c~ ~F 30. 2.03 SD • ovv 1-1'eZFA1, 'CFV M~9'-ST i 0,30 • 20 „3~ • /a • OZ7V RIVIW3,i ` -5 ~t 0 30 .z U lf~ . 70 ' OM Ulbricht & Associates Private Sewage Consultants 03D 2a yd ' ~D v 655 O'Neil Rd. Hudson, Wis. 54016 ~l5 , 3 • ~ S 7i s . 77:1,- 3 Vtl2