HomeMy WebLinkAbout020-1004-60-020 c osy
De aReoT1 !fS ~t #1791
P BOIL EVALUATION REPORT 476 b
S P Safety in accordance with Comm , de Page 1 of 4--
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Professional WI~S6 ? 01 Schmitt Soil Testing, Inc.
ST C(~ County
Attach complete site v sue/ x 11 inches in size. Plan must St. Croix
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include, but not IimiteKitxdl'ah ~i~rJce point (BM), direction and - 11
percent slope, scale or dimensions, north arrow, and ocation and distance to nearest road. PPlease print all information. Ry Date
Personal informa!ic,) ycu provide may be used for secondary purposes (Privacy Law, s, 15,04 (1) (m)) p
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Property Owner Property Location
Weeks. Walter & Nancy Govt. Lot NE1/4, W1 4, S18, T29N, R19W
Property Owner's Mailing Address LotA--., Block # Subd. Nam or CSM# Z~ I f
327 Krattley Lane (2 ) CSM ~val
City State Zip Code Phone Number City Village . Town Nearest Road
Hudson WI 54016 715-386-5685 Hudson Cas erson Drive
New Construction Use:. Residential / Number of bedrooms 3 Code derived design flow rate 450 GPO
Replacement Public or commercial - Describe
Parent material Outwash (Burkhardt Series) Flood plain elevation, if applicable NA ft.
General comments Area is suitable for a conventional system with a 0.7 gpolsgft rate. Possible system elevation for Area 1 is (High trench) 95.60',
and recommendations: (Low Trench) 45-00'.
❑ Boring # Boring
Pit Ground surface elev. 98.56 ft. Depth to limiting factor 109+ 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. 'Etf#l 'Effit2
1 0-9 10yr3/21 none sl 2fsbk mvfr as 2m 0.6 1.0
2 9-17 10yr4/4 none sl 2msbk - - mvfr _ gw 2vf 0.6 - 1.0
3 17-30 10yr4/6 none 51 2fsbk mfr cs 2vf 0.6 1.0
4 30-40 7.5yr4/6 none is Osg ml cs 1vf 0.7 1.6
5 40-109 7.5yr5/6 none grcos Osg ml 0.7 1.6 f
Soils /
change to sit loams to deeper depths as you move south and/or east of this boring.
l f
A
Boring # Boring ~flo
Pit Ground surface elev. 100.06 ft. Depth to limiting factor 110+ in. Application Rate;
FYI 1
Horizon Depth Dominant Color Redox Description Texture Structure !Consistence Boundary Roots GPDIfi' _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Efftt1 •Efffl2
1 0-5 10yr3/3 none sl 2fsbk mvfr as 2m,2f 0.6 1.0
2 5-15 10yr4/4 none grsl 2msbk mfr gw 2 0.6 1.0
3 15-29 7.5yr4/6 none grs Osg ml cs 2vf 0.7 1.6
4 29-110 7.5yr5/6 none grcos Osg ml 0.7 1.6
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Soils change to silt loams to deeper depths as you move east of this boring. \ lT7
' Effluent #1 = BODS> 30 < 220 mg;L and TSS >30 < 150 mgiL ` Effluent #2 = BODS < 30 mglL and TSS - 0 mglL
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt J 227429
Address Schmitt Soil Testing. Inc Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond. WI 54017 6/26/2015 715-760-1978
1,BD 833" R I,` N;
Property Owner Weeks, Watter &-Nancy Parcel ID # 020 _1038_10-000 - - Page 2--of 4
3 ]Boring # boring
-
Pit Ground surface elev. 98.16 ft. Depth to limiting factor 108+ in
- Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary Roots GPDIft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#i •EfW
1 0-5 10yr3/3 none sl 2fsbk mvfr Cs 2m,2f 0.6 1.0
2 5-18 7.5yr4/4 none girls Osg ml gw 2vf 0.7 1.6
3 18-27 10yr5/4 none groos Osg MI I as 2vf j 0.7 1.6
4 27-108 10yr6/4 none s Osg ml 0.7 1.6
- - - - -
---i - - - t~' ~
Boring 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 GPDIft'
in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. , 'Eff#1 •Etf#2
i
Boring
F-1 Boring # Pit Ground surface elev. g
ft. Depth to limiting factor 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
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Effluent #1 = BOD~> 30 < 220 mg/L and TSS 30 < 150 mqJ- Fffluent #2 = BODE < 30 mg!I. and TSS < 30 mg.1
111, Department w Commerce iS ;in cyu',il oppormnii% ;er%icc rm~ idcr and cniplo\cr if Noii nec(l a,<istancc to acces, ,cn ices or
need ni iterii l in mi alternate lurrilul. plca,~c contact the dcpartnicnt at 00S-266-31 S 1 or I'I Y 608-264-8777.
R ^r•m, Schmitt Sol Testing, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt & Sons Excavating, Inc.. Name: Walter & Nancy Weeks
Thomas J. Schmitt, CST 227429 Address: 327 Casperseon Drive
586 Valley View Trail City, State, Zip: Hudson, W1 54016
Somerset, W 154025
Phone: 715-7 0-1978 Subdivision: Pending Approval
Signature Lot No.: 2
Date :Z 6 o1o/S` Legal Description: NE1/4 NW1/4 S18 T29N R19W
O Backhoe Pit Township, County: Hudson Township, St. Croix County
♦ Bench Mark 1 El. 100.00' Top of 2" PVC Pipe
A Bench Mark 2 El. 95.15' Top of 2" PVC Pipe
Slope= 3%
Scale 1"= 40'
NOTE SFE TOPO MAP FOR FULL VIEW OF PARCEL (Page 4 of 4) /
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