HomeMy WebLinkAbout018-1004-70-000 (3) r
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' pamw8t" SOIL EVRECENED
ALUATION REPORT #17s:
Safety and in accordanceNNl1(I r` Vis Adm.Code Page 1 of 4
�i A Professional Services �H J Schmitt Soil Testing,Inc.
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I, ,,13J1��' County Attach complete site plan on paper not less than 8%x 11 inctt�, �� MENT St.Croix
include,but not limited to:vertical and horizontal reference d`trec 1
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. J\
01 -10 70-000 +
Please print all information. R;et-w!ed!By D
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Z7 115
Property Owner Property Location
E1/ SW/1/4,S T29N R17W
Gooding,Jon Govt.Lot S Z ,
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
1930 110th Ave. NA NA 40 Acre Parcel
City State Zip Code Phone Number ❑ City []Village ❑ Town Nearest Road
Baldwin I WI 1 54002 715-688-9028 Hammond I 110Th Ave
❑New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial-Describe:
Parent material Glacial till (Freeon Series) Flood plain elevation,if applicable NA fl.
General comments Replacement area is suitable for a mound system. System elevation is 100.32'based off a contour line established at 99.07'. Slope
and recommendations: of area is 9%.
Bo
rin
F-11 Boring# F-1 Pit g Ground surface elev. 99.27 ft. Depth to limiting factor 21 in.
P 9 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fV
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-7 10yr3/3 none sil 2fsbk mvfr as 2vf 0.6 0.8
2 7-16 10yr4/4 none sil 3fsbk mvfr gw lvf 0.6 0.8
3 16-21 7.5yr4/4 none sl imsbk mfr gw ------ 0.4 0.7
4 21-64 5yr4/4 c2d 7.5yr6/6 sl Om mfi ---- ------ 0.2 0.6
7.5yr6/2
Boring# ❑Boring
Pit Ground surface elev. 97.17 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none A 2fsbk mvfr as 2vf 0.6 0.8
2 8-15 10yr4/4 none sil 2fsbk mvfr gw ivf 0.6 0.8
3 15-23 7.5yr4/4 none sl imsbk mfr gw ------ 0.4 0.7
4 23-62 5yr4/4 c2d 7.5yr6/6 sl Om mfi ---- - 0.2 0.6
7.5yr6/2 ---
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5 s30 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 Street New Richmond,WI 54017 12/4/2014 715-760-1978
SBD-8330(R 07/00)
Property Owner Gooding,Jon Parcel ID# 018-1004-70-000 / Page 2 of 4
Fj Boring 7'q-T-
[73� l
Boring# Z Pit Ground surface elev. 9 7 ft. Depth limiting factor 22 in.
Soil Application Rate
Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 -Eff#2
1 0-8 10yr3/3 none A 2mgr mvfr as 2vf 0.6 0.8
2 8-16 10yr4/4 none sil 3fsbk mfr gw 1vf 0.6 0.8
3 16-22 7.5yr4/4 none sl lmsbk mfr gw ------ 0.4 0.7
4 22-68 5yr4/4 c2d 7.5yr6/8 sl Om mfi ---- ------ 0.2 0.6
7.5yr6/3
F-1 Borin # 0 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/fI2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *Eff#2
F-1 ❑ 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/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *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 4330(R.09l00)
Schmitt Soil TesWV,Inc.
Page 3 of 4
-- -- ',C-oadit-c iYfi b s - --__ _ -_ conducted f or ___.---
$ct►rsitt S2ilT�skina•'_Inc.. _ -- _Name'
Thomas J. Schmitt, CST 227429 Address: 1 1930110th Ave.'
f59'5?2nd C
state-,Z__ Baldwin;W1340U2------
-----
Phone: X71 '7 0-1978 Subdivision: NA 40 Acre Parcel
_ - ega Descript
_DaW sig�t��- � �—_ 1� -PL1D: I- ion: Sls1/4 SVK114,S2-TZ9N R47-W
,Backho6 Pit - Township, County: Hammond,St.Croix County
Bench Mark 1 EL 140.00'Top of 1 112"s teel Conduit.
---- �-Ek"lok-Mark-2--SV89-.W-Towof--- septic tank manhole-eover.
Slope= 9%
Scale 1"-40' Contour Line El: 99.07` Contour Line Length: 75'
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