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Wisconsin bepartment 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.0?O.
percent slope, scale ordimensions, north arrow, and location and distance to nearest road. J
Please print all information. Review - -bat
Personal information you provide may be used for secondary urposes (Privacy Law, s. 15.04(l) (m)). I-
Property Owner U . C 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 Owners Mailing Address Lot # Block # Subd. Name or CSW
Suite 150 10700 Old County Road 15 9 Ridge At Birch Park
City State Zip Code Phone Number ity r-1Vllage ■ Town Nearest Road
Plymouth MN 55441 ( 7¢3-595-9512 County Road E
Q New Construction Useo Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
n Replacement Public or commercial - Describe:
Parent material Loess over outwnch sands Flood Plain elevation if applicable ft•
General comments
This site is suitable for a conventional system (1
and recommendations:
1 Boring # Boring r ~tG~
a pit Ground surface elev. 103.35 ft. Depth to limiting factor >96 Int'' Soil li to
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary '-Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ' * *Eff#2
1 0-4 7.5yr3/1 1 2msbk mfr cs 2f .5 .8
2 4-30 10 r4/4 is lmgr mvfr cs if .7 1.2
3 30-96 7.5yr5/8 s Osg ml - - .7 1.2
F 2 ]Boring # Boring 93.70 >105
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 7.5yr3/1 1 2msbk mfr cs 2f .5 .8
2 4-17 10 r4/4 lvfs Osg mvfi cs - .7 1.2
3 17-29 10yr4/4 sil 2msbk mfr cs - .5 .8
4 29-53 10yr4/4 sil lmsbk mfi cs - .2 .3
5 53-105 7.5yr5/8 s Osg ml - - .7 1.2
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 m L * Effluent #2 = BO < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si natur CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 10/16/01 715-246-2454
f 4, ~ ~ v A A 9,/~
' j 1
Property Owner Quest Development, INc Parcel ID # Page 2 of 3
Boring
F3 Boring # ❑ Pit Ground surface elev. 101.5 ft. Depth to limiting factor >99 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 0-4 7.5yr3/1 - I 2msbk mfr cs 2f .5 .8
2 4-32 10 r4/4 - is 1m r mvfr cs - .7 1.2
3 32-99 7.5yr5/8 - s Osg m1 - - .7 1.2
❑ Boring # 1__I Boring
a 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 Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg
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
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.
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