HomeMy WebLinkAbout030-1070-30-000 (2)
Departmentj~ECEIVED
SOIL EVALUATION REPORT #1847
S P S Safety and rdance with Comm 85, Wis. Adm. Code Page 1 of 4
Professional Service DEC 14~ Schmitt Soil Testing, Inc.
` Q IT CR IX COUNTY County
Attach tom lete site plan on r pp~~ ~~qq Le . Ian t St. Croix
include, but of limited to: vert it4alb?1 o di Ica
- - - - - - - -
percent slope, scale or dimensions, north arrow, and loca road. Parcel .
030- 70- -000
Please print all inf.-_" ETXN Rev ed QP - By - - Date/
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Personal information you provide may be used for Z v ZX69Z It. 04 (1) (m)). 3
Property Owner Property Location
Van Dyk, Bonnie L. Govt. Lot 4 NW1/4 E1/4, S26, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Nam or CS M#
931 140th Document No. 530408
City Ve State Zip Code Phone Number City Village Town Nearest Road
New Richmond WI 54017 715-220-6612 St.Joseph Frog Pond Lane
New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outwash (Burkhardt-Sattre Series) Flood plain elevation, if applicable 89.5/883.4_ ft.
General comments Soils are suitable for a mound system. Area is limited for a normal sized mound, pre-treatment of effluent may be required. DO
and recommendations: NOT disturb the mound area or compact the soils.
10 V-(_ 14 bj~- ggo Af=r
Boring
Boring #
Pit Ground surface elev. 100.27 ft. Depth to limiting factor 32 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots I GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/3 none sl 2fsbk mfr as 2m,lf 0.6 1.0
2 9-21 10yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0
3 21-32 7.5yr4/4 none Is Osg ml gw 2f 0.7 1.6
--4 32-84 10yr5/4 m2d 7.5yr6/8 - grs Osg - ml 0.7 1.6 -
7.5yr6/2
Boring # Boring
Pit Ground surface elev. - 100.27 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/3 none sl 2fsbk mvfr as 2m,2f 0.6 1.0
2 12-30 10yr4/4 none sl lcsbk mfr gw 2vf 0.4 0.7
3 30-38 10yr5/6 m2d 7.5yr6/6 Is Osg ml Cs 0.7 1.6
7_5yr6/3
4 38-81 10yr6/4 m2d 7.5yr6/6 s Os ml - 0.7 1.6
7.5yr6/2 g
* Effluent #1 = BODS> 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:. CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 12/7/2016 715-760-1978
SBD-8336 (R 07/00)
Property Owner Van Dyk,_Bonnie L_ Parcel ID # _030-1070-30-000 j Page 2 of _4
Boring
F3~ Boring #
Pit Ground surface elev. ___9$•11 ft. Depth to limiting factor 25 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2
1 0-11 10yr3/3 _ none sl 2fsbk mvfr as 2c,2m 0.6 1.0
2 11-25 10yr4/4 none sl 2msbk mfr gw 2c,im 0.6 1.0
3 25-33 10yr5/3 c2d 7.5yr6/6 Is icsbk mvfr cs if 0.7 1.6
7.5yr6/3
4 33-40 2.5y6/2 m2d 7.5yr6/6 sil lmsbk mfr
7.5yr6/2 gw 1f 0.4 0.6
m2d 7.5yr6/8
5 40-53 10yr5/4 7.5yr6[3cos Osg ml cs 0.7 1.6
m2d 7.5yr6/6
6 53-72 10yr6/4 7,5yr6.2 s Osg ml 0.7 1.6
I
Boring
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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
i
Boring
Boring # Pit Ground surface elev.
ft. Depth to limiting factor
F-1
in. - Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ *Eff#1 *Eff#2
I
i
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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 fonnat, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Schmitt Soil Testing, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt & Sons Excavating, Inc.. Name: Bonnie L. Van Dyk
Thomas J. Schmitt, CST 227429 Address: 931 140th Ave.
586 Valley View Trail City, State, Zip: New Richmond, W154017
Somerset, W 154025
Phone: 715;750-1978 ' PID: 030-1070-30-000
signatur Lot No. Part of Gov't Lot 4
Date /W - ? -26 !6 Legal Description: NW1/4 NE1/4 S26 T30N R19W
Backhoe Pit Township, County: St. Joseph Township, St. Croix County
® Bench Mark 1 El. 100.00' Top of 2' Manhole cover (closest to cabin)
p Bench Mark 2 El. 101.48' Bottom of siding on the North East corner of the garage
Slope= 11 %
Scale 1"= 30'
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BONNIE VAN DYK
PART OF GOVT LOT 4
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MAP OF SURVEY Auth-ConsulUg/associates SH Land Smeping