HomeMy WebLinkAbout032-1042-30-150 REcr,
N'Stscodity �QIL EVALUATI•N REPORT #1416
• Departme of e ^ifi��oilaftbe ,Comm :5,Wis.Adm.Code Page 1 of 3
Division of Sa and s juJ6 Schmitt Soil Testing,Inc.
ST, CR k
Attach complete site plan aper ss 8%2 x 11 o� i Pja must County St.Croix
include,but not limited to:ve I and horizontal re - --- ••int(BM),direct•n and
percent slope,scale or dimensio orth arrow,and location a • - • t, nearest road. Parcel I.D.
Part f:0 -1042-30-M1r/ 6
Please print all information. R - ed B Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 1 43/`5/0(e
Property Owner Property Location
Tennis,William Govt.Lot NE1 4,NE1/4,S15,T31 N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
6693 Goodview Court S. 2 CSM Rending Q/- 45-a -7---7
City State Zip Code Phone Number I I City Village ❑ Town Nearest Road/If
Cottage Grove I MN 1 55016 I 651-402-9000 Somerset I Cry Rd I 5`1'x`'ST-
❑New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
L Replacement ❑ Public or commercial-Describe:
Parent material Outwash Sand Flood plain elevation,if applicable NA ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/soft rating. Possible system elevation for Area
1 is(high trench 95)(low trench 941 Slope is 9%.
1 Boring# Boring
❑ Pit Ground surface elev. 98.45 ft. Depth to limiting factor 96+ 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
1 0-7 10yr3/3 none sl 2msbk mfr as 2f .6 1.0
2 7-20 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 20-96 10yr5/6 none s Osg ml ---- ---- .7 1.6
II
40 4
2 Boring# Boring
® Pit Ground surface elev. 98.02 ft. Depth to limiting factor 96+ 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
1 0-5 10yr3/3 none sl 2msbk mfr as 2f .6 1.0
2 5-11 10yr4/3 none scl 2msbk mfr gw lvf .4 .6
3 11-22 10yr4/4 none sl 2msbk mfr gw .6 1.0
4 22-96 10yr5/6 none s Osg ml --- ---- .7 1.6
.t
t 'Iti*1)
4 1
*Effluent#1 =BOD5>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 d�` "�°tO 4 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 5/26/2006 715-247-2941
SBD-8330(R.07/00)
Property Owner Tennis,William Parcel ID# Part of: 032-1042-30-100 Page 2 of 3
3 Boring# El Boring
M pit Ground surface elev. 93.07 ft. Depth to limiting factor 98+ 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
1 0-7 10yr5/4 none sl 2fsbk mfr as 2vf .6 1.0
2 7-15 10yr4/3 none sl 2msbk mfr gw 1vf .6 1.0
3 15-98 10yr5/6 none s Osg ml ---- .7 1.6
B El Boring
Boring#
0 pit Ground surface elev. ft. Depth to limiting factor 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
Boring#
El
, El 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
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<_150 mg/L *Effluent#2=BODS<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 format,please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330(807/00) Schmitt Soil Testing,Inc.
I .
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: William Tennis
Thomas J. Schmitt, CST 227429 Address: 6693 Goodview Court S.
1595 72nd St. City, State, Zip: Cottage Grove, MN. 55016
New Richmond, WI. 54017
Phone: 715-247 Subd.Name: NA
`� 1 � Lot No.: 2
s—-,2 - 0 (p Legal Description: NE1/4 NE1/4 S15 T31N R19W
®Backhoe pit Township, County: Somerset, St. Croix
® Bench Mark El. 100.00' Top of 2"pvc pipe
A Alternate Bench Mark EL 95.16'Top of 2"pvc pipe
Slope= `7%
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Scale 1" =40'
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