HomeMy WebLinkAbout030-2126-30-000 (2) f -
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 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.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 030
Please print all information. Revs
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). owe) -7
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( r®
Property Ownef's Mailing Address Lot # Block # Subd. Name or CSM#
Suite 150 10700 Old County Road 15 23 Birch Park
City State Zip Code Phase Number []City ®Village ■ Town Nearest Road-/7
Plymouth MN 55441 ( 7¢3-595-9512 County Road E
New Construction LlseEj Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 tq 66 ~s1 GPD
Replacement Public or commercial - Describe:
Parent material 1.ppec over not wash aanrtc Flood Plain elevation if applicable
General COn'n1ef 1 Tested site is suitable for mound only. Additional ex loration ossibly will identify a site a below' i
and r,ommendso C Q~ gm~ system. j to"
A ting bands of lvfs 7.5yr4/4 and 10yr2/1
n&
n r _
J -V
Boring# 11 Boring
71 OFF`r'E
Pit Ground surface elev. 92.48 ft. Depth to limiting factor >96 ink
V Soil li
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary odts-" ff.4 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
-Eff#2
1 0-25 7.5yr4/4 is 2msbk mfr cs 2f 1.2
2 25-31 7.5 4/4 sl lmsbk mfi cs if .6
3 31-50 10yr2/1 1 2msbk mfr cs - .5 .8
4 50-74 7.5vr.4/4
Js- Dgt-, 1 mvfT cs - 7 1.2
5 74-96 7.5yr4/4 sl Om mfi - - .5
. Z
2 Boring # Boring 90.79 40
F El 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/tf
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-26 7.5yr4/4 - is lmgr mvfr cs 2f .7 1.2
2 26-40 1 2/1 sl lmsbk mfr cs if .4 .6
3 40-86 7.5yr4/4* fif5yr5/6 lvfs* Osg mfi .4 .6
- Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD _ 30 mg/L and TSS < 30 mglL
CST Name (Please Print) Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 10/11/01 715-246-2454
Pro perty Owner Quest Development.Inc ID # Pa 2 of 3
3 Borin # Boring / S /f
g pit Ground surface elev. 102.59 ft Depth to limiting factor >46 in. /
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color r. Sz. 'Eff#1 *Eff#2
1 0-46 7.5yr4/6 - Is lmgr mvfr - 2f 7 1.2
0
Yn
17 Boring # Boring -
Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDh'F
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *E1f#2
Boring # Boring
F-1 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
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 = BOD, < 30 mg/L and TSS < 30 mg/L
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need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777.
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0 3 d .Z U 7 Q / + 4tr0 pr vrate~ s& Associates
ewage Consultants
D 3 0 . 2 a yd • ~o • 655 O'Neil Rd.
Hudson, Wis. 51016
-715. 3.'G 00/,? S"
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