HomeMy WebLinkAbout032-1095-40-000
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Department of 4=
p~ Safety and OCT 17 ' EVALUATION REi'. . W #183
i c rdance with Comm 85, Wis. A,4^ - F4DNKpN Page I of 4
Professional Services
ST. CROIX COUNTY 36VO Schmitt Soil Testing, Inc.
Attach complete site plan on p 111l1aP 't~t9 PT County
n size. Plan must St. oix
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. Pj
Please print all information. _032-1 5-4 00 it A
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner
Property Location
Anderson, Trevor/Linden Govt. Lot NW1/4 E1/4, S34, T31 N, R19W
Property Owner's Mailing Address - -
1880 Cty Rd I Lot # Block # I Subd. Nam or CSM#--___-_-_
- _NA 11 Acre Parcel To Be Divided
city - I -
State Zip Code Phone Number I City Village Town Nearest Road
Somerset WI 54025 715-781-4629 Somerset
Cty Rd. 1
New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 45d GPD
Replacement
- J Public or commercial - Describe:_ _
Parent material Glacial Till (Amery Series) _
elevation, Flood plain applicable General comments Area is suitable for a mound system. System elevation is 100.11' based off the contour line established at
99.11'.
and recommendations: factor is 24'. Slope is 11°!0. Depth to limiting
Boring # f--1 Boring
Pit Ground surface elev. _ 9.9_._46 ft. Depth to limiting factor 24 in.
Horizon Depth Dominant Color Redox Description Soil Application Rate
Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -
`Eff#1 `Effrk2
1 0-12 10yr3/4--_ ---none, - sil 2fsbk mfr _ as _2vf 0.6 0.8
2 12-24 10yr4/3 none SI 2fsbk mfr
gw lvf 0.6 1.0
3 24-45 7.5yr4/6 m2d 7.5yr6/6 scl lmsbk mfr
7.5yr2- _S gw 0.2 0.3
4 45-76 10yr6/6 m2d 7.5yr6/8
7.5yr6/1 sil Om mfi 0.0 0.2
❑ Boring # Boring
Pit Ground surface elev. _99.46_ ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure
in. Munsell Consistenc Boundary Roots GPD/ftz
Qu. Sz. Cont. Color Gr. Sz. Sh. - -
'Eff#1 'Eff#2
1 0-11 _ 10yr3/4 none- _ sil _ 2fsbk mfr as 2vf_ 0.6 0.8
2 11-18 10yr4/3 none sl 2fsbk mfr
gw ivf 0.6 1.0
3 18-25 7.5yr4/6 none sl 2msbk mfr
4 25-42 7.5yr4/4 m2d 7.5yr6/6 scl imsbk - mfr- - - 0.2 0.3
7_5yr6/2 gw _
5 42-76 5yr4/4 m2d 7.5yr6/$
-7.5Yr6/3 SI Om mf 0.2 0.6
' Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature:.,
Thomas J. Schmitt CST Number
Address Schmitt Soil Testing, Inc. -227429
Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 7/21/2016
715-760-1978
SBD-8330 (R.07/00)
Property Owner Anderson
- I , I Trevor/Linden - Parcel ID # 032-1095-40-000__
3 Boring - Page - 2--0f - 4-
Boring # -
Pit Ground surface elev. 97.21ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture 24 in. Soil Application Rate
in. Munsell Structure Consistence Boundary Roots :
Qu. Sz. Cont. Color Gr. Sz. Sh. _GPD/ff
1 0-10 10yr3/3 "Eff#t --*Eff#2
- - none sil 2fsbk mfr
as 2vf 0.6 0.8
2 10-19 7.5yr4/6 - -
- none sl 2fsbk mfr -
as 1vf 0.6 1.0
19_24 7.5yr4/4 none -
_ sl imsbk mfr 9W
4 24-32 7.5yr4/6 m2d 7.5yr6/6 0.4 0.7
- - -
- - 7.5yr6/2 sl Om mfr as
5 32-64 10yr5/3 m2d 10yr6/8 - - - 0.2 0.6
- 10yr6/3_-- sil imsbk mfr
0.4 0.6
❑ Boring # Boring
Pit Ground surface elev.
ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture in.
Soil Application Rate
in Munsell I Sz. Cont. Color I Structure Consistence Boundary I Roots GPD/ftz
Gr. Sz. Sh.
'Eff#1 `Eff#2
❑ goring # Boring
Pit Ground surface elev. _ ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture in. Soil Application Rate
in Munsell Structure Consistence Boundary Roots GPD/ft
Qu. Sz. Cont. Color Gr. Sz. Sh.
*Eff#t *Eff#2
" Effluent #1 = BODS> 30 220 mg/L and TSS >30 < 150 m /L
- 9 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mglL
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-8330 (R 07/00)
Schmitt Soil Testing, Inc.
Conducted by: Page 3 of 4
Schmitt & Sons Excavating, Inc.. y Conducted For:
Thomas J. Schmitt, CST 227429 Name: Linden/Trevor Anderson
586 Valley View Trail Address: 1180 Cty Rd I
Somerset,Wl 54025 City, State, Zip: Somerset, W154025
Phone: 715-7 0-1978
PID: part of: 032-1095-40-000
Signature
Lot No.
NA
Date ---r--
Backhoe Pit Legal Description: NWI/4 NE1/4 S34 T31N R19W - -
Bench Mark 1 El. 100.00' Top of 1 1/2" metal conduitnship, County: Somerset, St. Croix County
Bench Mark 2 El. 100.14' top 1" steel pipe
Slope= I%
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Scale 1"= 40' oH-roct P- 4 //V~ .L
CDN70(4 L Lim/c LtlvGTH
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