HomeMy WebLinkAbout020-1040-30-100 RECEIVED 079 , * 1~1
is Deplle8t~ t 20 i SOIL EVALUATION REPO-=~ #1824
in accordance wit
h Comm 85, Wis. Adm. Code Page of 4
r Schmitt Soil Testing, Inc.
P W9PMENT
Attach complete site plan on paper not less than 8Y2 x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and - -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel
Part of: 20-1040-30-QJOR
Please print all information. - - - - -
Re ed By pat q
Personal information you provide may be used for secondary purposes (Privacy Law, s- 15.04 (1) (m)). V
Property Owner Property Location
Dittman, Mary Govt. Lot NE1/ , SE1/21 S18, T?&_, R19W
Property Owner's Mailin9 Address - lock # Subd. N e or CSM# V
Lo B
950 Trout Brook Rd CSM Pending 0~-
City State Zip Code Phone Number City 'Village Town Nearest Road
Hudson WI 54016 651-308-6971 Hudson Trout Brook Rd 6
i New Construction Use. Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outwash plain (Sattre Series) Flood plain elevation, if applicable - 703 ft.
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 95.0'. Slope of area is
and recommendations: 2%' n
Boring
F1-1 Boring #
Pit Ground surface elev. 99.08 ft. Depth to limiting factor 110+ in. Soil Application Rate
-
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots G_PD_/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
1 0-10 10yr3/3 none sl 2mgr mvfr i as 2c,2m 0.6 1.0
2 10-20 10yr4/6 none sl 2fsbk mvfr gw Sf,2vf 0.6 1.0
- -
3 20-54 10yr5/6 none grs Osg ml cs 1vf 0.7 1.6
4 54-110 10yr6/4 none s Osg ml - 0.7 1.6
Boring
2 Boring # Pit Ground surface elev. 98.50---,- ft. Depth to limiting factor 112+ in.
9 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GP_D/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-6 10yr3/3 none sl 2fsbk mvfr as 2c,2m 0.6 1.0
2 6-13 7.5yr4/3 -none grsl 2msbk mvfr es 2m,2f 016 1.0
3 13-32 7.5yr4/6 none grcos Osg ml gs ivf 0.7 1.6
4 32-112 10yr6/4 none grs Osg ml 0.7 1.6
r
n
' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Eff luent #2 = BODS < 30 mg/L and TSS <.30 r
CST Name (Please Print) Sign to e: CST Nu r
Thomas J. Schmitt _ _ 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 6/1/2016 715-760-1978
SBD-8330 (R 07100)
Property Owner Dittman, Mar rte- _ Parcel ID # _Part of:020-1040-30-000 Page _ 2 of _ 4
F3 Boring # Boring
Pit Ground surface elev. -97.75 ft. Depth to limiting factor 110_+ in.
- Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1- --'Eff#2
1 0-6 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0
2 6-11 10yr4/3 none- sl 2msbk mvfr as 2vf 0.6 1.0
3 11-29 7.5yr5/6 none grs Osg ml cs ivf 0.7 1.6
4 29-58 10yr6/4 none grs Osg ml cs 0.7 1.6
5 58-110 -10yr6/4 none s Osg ml 0.7 1.6
4]Boring # -1 Boring
F
Pit Ground surface elev. 97.95 ft. Depth to limiting factor 96++ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
1 0-9 10yr3/3 _ none sl 2fsbk mvfr as 2f,2vf 0.6 1.0
2 9-12 7.5yr4/3 none' grsl 2msbk mvfr cs im,2f 0.6 1.0
- 3 12-27 7.5yr5/6 none grs Osg ml gw - 0.7 1.6
-
4 27-96 10yr6/4 none grs Osg ml 0.7 1.6
Boring ,
F-1 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/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -'Eff#2 -
Effluent #1 = BOD5> 30 <220 mg/L and TSS >30 <_150 mg/L Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
T'he 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 608-266-3'151 or TTY 608-264-8777.
SBD-8330 (8.09100)
Schmitt Soil Testing, Inc.
Conducted by: Conducted For: Page 3 of 4
Schmitt & Sons Excavating, Inc.. Name: Mary Dittman
Thomas J. Schmitt, CST 227429 Address: 950 Trout Brook Rd
586 Valley View Trail City, State, Zip: Hudson, WI 54016
Somerset, W l 54025
Phone: 715_-750-1978 / PID: part of: 020-1040-30-000
signatu Lot No. 2
Date Legal Description: NE1/4 SEJA S18 T29N R19W
■ Backhoe Pit Township, County: Hudson Township, St. Croix County
A Bench Mark 1 El. 100.00' Top of concrete floor of detached garage at front edge
A Bench Mark 2 El. 98.49' top of Bound at power pole
Slope= 2 %
Scale 1"= 40'
NOTE: For full view of Lot see full plot plan (Page 4 of 4)
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