HomeMy WebLinkAbout032-2027-95-090 (3) • .,w RECEIVED CsT= a0i� - 1Sy
• -, Department oiUG 0 4 IL EVALUATIONPPr1RT #1901
t' Safety and rdance with Comm 5, �/ / Page 1 of 4
t s r Professional COUNTY �tgZ 3311 /65til AV!'Schmitt Soil Testing,Inc.
''^••.�•'`� �OMMUNITYDEVELOp , G Coun
Attach complete site plan on paper not less than 817rk'TtitlChea ry St.Croix
include,but not limited to:vertical and horizontal reference point a� a
percent slope,scale or dimensions,north arrow,and location n0 �` ..earest road. ParcelI.D. Past oh. - 7-954,16 010
Pleasedea print fl Informs; 6 , Rev d Y // / L I i Data
b •7JS Ir _
Personal mrormatron you provide may be used for secondary p. ,NBCy Law,s 15.04(3)(m)). isith
Property Owner Property Location /7
Williams,Tammy/Langford,Judith(TRS) Govt.Lot SE1/4, NW1/4,S7,T3ON, R19W
Property Owner's Mailing Address Lot# Block N Subd.Name or CSMN Z gj-/ z 7
330165th Ave. 2 I CSM Pending Approval (o
City State Zip Code Phone Number ' City :Village , Town Nearest Road
Somerset 1 WI 1 54025 i 651-208-3650 Somerset I 165Th Ave.
New Construction Use: , Residential/Number of bedrooms _, 4 __ Code derived design flow rate 600 GPD
Replacement _J Public or commercial-Describe: _
Parent material Outwash(Plainfield loamy sand) Flood plain elevation.if applicableNA ft.
General comments Area is suitable for a mound system. Sysytem elevation is 99.5'based off the contour line established at 98.98'. Slope of area is
and recommendations: 6%. Depth to limiting factor is 32'.
1 Boring#
Boring
Pit Ground surface elev. 99.73 R. Depth to limiting factor 32 in Soil Application Rate
Horizon Depth Dominant Color Redox Description ` Texture Structure Consistence Boundary T Roots GPD/II'
in. Munsell Cu.Sz.Cont Color Gr.Sz. Sh. 'Mt 'EIfs2
1 0-11 10yr3/3 none sl 2fsbk mvfr a ' lvf 0.6 1.0
2 11-27 10yr3/4 none sl 2msbk mfr Ow lvf 0.6 1.0
3 27-32 10yr4/6 none Is lcsbk mvfr as lvf 0.7 1.6
4 32-52 7.5yr4/4 c2d 7.5yr6/6 Om mfi a -- 0.2 0.6
7.Syr6/2 _
5 52-78 10yr4/6 c2d 7' e 7.Syr6/2 fsl Om mfi ---- - 0.2 0.5
•
n,Boring
2 Boring 0 i-
ri Pit Ground surface elev. 99.47 ft. Depth to limiting factor 43 in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/II'
in. Munson Qu.Sz Cont.Color Gr.Sz.Sh. 'Hlst 'ElN2
1 0-9 10yr3/3 none sl 2fsbk mvfr as 2vf 0.6 1.0
2 9-21 10yr3/4 none grsl 2msbk mfr gW 2vf 0.6 1.0
3 21-43 10yr4/6 none gris lcsbk mvfr as lvf 0.7 1.6
4 43-86 7.5y4/4 c2d 7.5yr6/e vgrsl mfi __ - 0.2 0.6
7.5yr6/2
I
- 4• -
•Effluent Al =BOD 5>30<220 mg/L and TSS>30<150 mg/L •Effluent X2=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 7/27/2017 715-760-1978
SBD-11330(R 07/00)
property punier Williams,Tammy/Langford, Parcel ID# Part of: 032-2027-95-070 page 4 of 4
3 Boring�
Pit Ground surface elev. 97.53 ft. Depth to limiting factor 34 in. SoN Application Rate
Horizon Depth Dominant Color Redox Descripton Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu.Sz.Cont.Color Gr. Sz Sh. 'Ef#1 'EIrt2
1 0-9 10yr3/3 none sl 2fsbk nttvfr cs 2vf 0.6 1.0
2 9-18 1Oyr4/4 none grls lcsbk mvfr gw 2vf 0.6 1.0
3 18-34 10yr5/6 none grs O5g ml cs lvf 0.7 1.6
—4 34-84 7.5yr4/6 c2d 7.Syr6I6 7.5vr6/2 fsl Om mfi ---- ---- 0.2 0.5
Boring
Boring* Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GROW
in. Munsell Qu. Sz.Cont. Color Gr. Sz. Sh. • Ten 'En#2
1 I
r,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/fl'
in 1 Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Etr#1 'EIM2
•Effluent#1 =BODs>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.
SRD.$330(R.07/00) Sdr0at 501 Tooting,Inc.
. Page 3 of 4
• Conducted by: Conducted For:
Schmitt& Sons Excavating, Inc.. Name: Tammy Williams/Nathaniel&Judith(TRS)Langford
Thomas J. Schmitt, CST 227429 Address: 330 165th Ave.
586 Valley View Trail City, State, Zip: Somerset,WI 54025
Somerset,W 154025
Phone: 715- 6 -1978 PID: 032-2027-95-070
signature _ / Lot No. : Lot 2 CSM Pending Approval
Deco 7-.27- i 7 Legal Description: 56/4 144 S7 T3ON R19W
■ Backhoe Pit Township, County: Somerset,St.Croix County
A Bench Mark 1 El. 100.00'Top of 2" PVC pipe
A Bench Mark 2 El. 100.04'top of 2" PVC pipe
Slopes 6%
Scale 1"= 50' Contour Line el. 98.98' Contour Line Length 90'
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NOTE: For full view of Lot see Aerial Photo(Page 4 of 4)
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