HomeMy WebLinkAbout030-1082-50-005 (2)
RECEIVED (f _T- 17- 04 If
Department of {L EVALUAT #1874
3P ac Safety and JUN D 6 ~1T ordance with Com page 1 of 4
„r s Professional Se~j~e~RQIX COUNTY
~~RO X CO pM~ Schmitt Soil Testing, Inc.
Attach complete site plan on pM'le~sttirt S7z~Q1 tnCn in sizr County St Croix
include, but not limited to: vertical and horizontal reference point (BP" u - - - -
percent slope, scale or dimensions, north arrow, and location and d, arest road. Parcel I. -
030- 082- 0-005
/ease print all information. Revi d By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). f
Property Owner Property Location
Ford, James & Cristin Govt. Lot NW1/4 NW /4, S29, T30N, R19
Property Owner's Mailing Address Lot # Block # ISubd. Na or CSM#
411 Valley View Trail 1 C4` 6208
City State Zip Code Phone Number City Village Town Nearest Road
Houlton WI 54082 St.Joseph Valley View Trail
New Construction Use: - Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Glacial Till Otterholt Series
~ ) Flood plain elevation, if applicable N ft.
General comments Area is suitable for a mound system. System elevation is 98.0' based off artour line established at 97,0'. Depth to limiting factor
and recommendations: is 4". Slope is 10%.I~ ~J//e~~0•'
M l A cc, , R tcJ ~ ✓
Boring
1 Boring #
Pit Ground surface elev. 97.45' ft. Depth to limiting factor 31 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc 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 mfr as 2f,2vf 0.6 1.0
2 10-18 10yr4/4 none grsl 2msbk mfr gw lf,lvf 0.6 1.0
3 18-31 10yr4/6 none grsl ifsbk mfr gw 1vf 0.4 0.7
4 31-86 5yr4/4 c2d 7.5yr6/8 sl Om mfi 0.2 0.6
7.5yr6/2
Boring
❑ Boring # -
Pit Ground surface elev. 97.23' ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots _ GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
T-
1 0-14 10yr3/3 none sl 2fsbk mfr gw 2m,2f 0.6 1.0
2 14-32 10yr4/4 none sl imsbk mvfr gw 2f,2vf 0.4 0.7
3 32-42 7.5yr4/4 m2d 7.5yr6/8 sl imsbk mfr as 2f,1vf 0.4 0.7
7.5yr6/2
4 42-76 5yr4/4 m2p 7.5yr6/8 sl Om mfi 0.2 0.6
10yr6/2
I
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 415/2017 715-760-1978
SBD-8330 (R.07/00)
Property Owner Ford,, James & Cristin Parcel ID # _ 030-1082-50005
_ Page _ 2 -of 4
Boring 1
3 Boring # Pit Ground surface elev. 94.27 ft. Depth to limiting factor 24 in.
Soil Application Rate
Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots _GPD/ft2_
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. [ *Eff#t -Eff#2
1 0-9 10yr3/3 none sil 2fsbk mfr as 2m,2f 0.6 0.8
2 9-24 5yr4/4 none sicl 2msbk mvfr gw 2m,2f 0.4 0.6
3 24-39 5yr4/4 7.5yr6/2 sil lmsbk mfr gw 2f,1vf 0.4 0.6
- - -
4 39-72 5yr4/4 m2d 75yr6/8 7 5yr6/2 sl Om mfi - 0.2 0.6
4 Boring
Boring # Pit Ground surface elev. - 96.87__ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef 2
1 0-11 10yr3/3 none sil 2mgr mfr as 2f,2vf 0.6 0.8
2 _ 11-18 10yr3/4 none sil 2msbk mvfr gw if,ivf 0.6 0.8
r4 c2d 5yr6/6 -
3 18-36 10y - - - - - -
_-36 _/6 5yr6/2 sicl lfsbk mfr gw ivf 0.2 0.3
4 36-78 5yr4/4 m2p 75yr6/8 + sil Om mfi 0.0 0.2
-10yr6/2 -
F-1 I~
_ Boring
Boring # Pit Ground surface elev. ft. Depth to limiting factor
_ In. Soil Application Rate
Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPD/ft2_
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Effuent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BODS < 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 YFY 608-264-8777.
S13D•8330 (R, 07/00) Schmitt Soil Testing, Inc.
r
Page 3 of 4
Conducted by: j Conducted For:
` Schmitt & Sons Excavating, Inc.. rt_ Name: James & Cristin Ford - -
Thomas J. Schmitt, CST 227429 Address: 411 Valley View Trail
586 Valley View Trail City, State, Zip: Houlton, WI 54082
Somerset, W l 54025
Phone:: 711978
4 PID: 030-1082-50-005
Signature
Lot No. 1 CSM 27-6208
-
Date -y-~ - / ? Legal Description: NW1/4 NW1/4 S29 T30N R19W
a Backhoe Pit Township, County: St. Joseph, St. Croix County 4
A Bench Mark 1 El. 100.00' Top of 1 114" PVC pipe
Bench Mark 2 E.I. 96.59' top of 1 114' PVC pipe by g en fence ~
Slope= 10% -
Scale 1"= 60' Contour Line El. 97.0' Contour Line Length 80'
NOTE: For full view of Lot see rial Photo (Page 4 of 4)
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