HomeMy WebLinkAbout040-1306-10-000 (2) RECEIVED
OCT 14 ?014 2374
Wisconsin Department of SOIL EVALUATION REPORT Page I of 3
CommereST.CROIX COUNTY in accordance with Comm 85,Wis.Adm.Code A.C.E.Soil&Site Evaluations
":."^�p(M17f�1tTy-D'��OPMENt County
"7(ttach complete site plan on paper not less than 8'/x 11 inches in size. Pla St. Croix
include,but not limited to:vertical and horizontal reference point(BM),directio
percent slope,scale or dimensions,north arrow,and location and distance tc Parcel I.D.
040-1306-10-000
Please print all information. _ i
Reviewed By , ,, Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.
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Property Ownei Property Location
B&L Land Development,LLC Govt.Lot SW 1/4 NE 1/4 S 8 T 28 N R 19 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
7925 Arnold Town Road 10 na Sunset View
City State Zip Code Phone Numbei City Village V Town Nearest Road
40214 Troy Dylan Cr.
K' New Constructior Use: v^ Residential/Number of bedrooms 4 Code derived de/sign flow rate 600 GPD
Replacement Public or commercial-Describe: 'Pit,
Parent material Glacial Outwash Flood plain elevation,if applicable na
General comment:
and recommendations: Soils suitable for conv.dispersal cell at 0.7 gpd. Recommended linfiltrative surface elev's to be 36"-60"below
grade at elev.=98.5'. f-
F-, ] Boring# Boring
✓'; Pit Ground Surface elev 102.36 ft. Depth to limiting factor >112" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft'
in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh *Eff#1
1 0-6 1Oyr3/2 none sil 2fsbk ds as 2vf,fm 0.6 0.8
2 6-12 1Oy3/3 none sil 2msbk dsh cw IAfm 0.6 0.8
3 12-17 1Oyr4/4 none sil 2msbk dsh aw 1vf,fm 0.6 0.8
4 17-26 1 Oyr4/6 none gr sl 2csbk ds aw 1 of 0.6 1.0
5 26-32 7.5yr4/6 none gr Is Osg dl gs 1vf 0.7 1.6
6 32-112 1Oyr5/4 none s Osg dl - - 07 1.6
2]Boring# J Boring
k' Pit Ground Surface elev 105.89 ft. Depth to limiting factor >117" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/fN
in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh *Eff#1 *Eff#2
1 0-8 1Oyr3/2 none sil 2fsbk mvfr as 2vf,fm 0.6 0.8
2 8-17 1Oyr4/4 none sil 2msbk mfr cw 1vf,fm 0.6 0.8
3 17-20 1 Oyr4/6 none gr sl 2msbk mvfr aw lvf,f 0.5 1.0
4 20-23 7.5yr4/6 none gr Is Osg ds cw 1vf 0.7 1.6
5 23-60 1 Oyr5/4 none s&gr Osg di cw - 0.7 1.6
6 60-117 1Oyr514 none s Osg dl - - 0.7 1.6
*Effluent#1 =BOD 30<220 mg/L an TSS>30<1 mg ent#2=BODg<30 mg/L and TSS<.20 mg,
CST Name(Please Print) natur . CST Number
James K.Thompson �-- 466 2 3-00'V
Address A.C.E.Soil&Site Evaluations Date Evaluation Conducted Telephone Numbei
340 Paulson Lake Lane,Osceola,WI 54020 10/6/2014 715-248-7767
Property owner B&L Land Development,LLC Parcel ID# 040-1306-10-000 Page 2 of 3
-3]F Boring# a Boring
✓! Pit Ground Surface elev 101.75 ft. Depth to limiting factor >106" in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft-
in. Color Qu,Sz.Cont.Colo Gr,Sz.Sh *Eff#1 *Eff#2
1 0-10 1Oyr3/2 none sil 2fsbk ds as 2vf,fm 0.6 0.8
2 10-15 10y3/3 none sil 2msbk dsh Cw 1vf,fm 0.6 0.8
3 15-20 1Oyr4/4 none sil 2msbk dsh aw 1vf,fm 0.6 0.8
4 20-28 1Oyr4/4 none ffs Osg dl Cw 1vf,f 0.5 1.0
5 28-51 1Oyr5/6 none s&gr Osg dl gs 1vf 0.7 1.6
6 51-106 1Oyr5/4 none s Osg dl - - 0.7 1.6
F-1 Boring# Boring _
Pit Ground Surface etev ft. Depth to limiting factor in. Soil Application Rat
Horizon Depth Dominant Redox Description Texture Structure onsistence Boundar Roots PD/ft'
in. Color Qu.Sz.Cont.Colo Gr.Sz.Sh *Eff#1 *Eff#2
*Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg *Effluent#2=BOO 5<30 mg/L and TSS<20 mg,
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(R.07 100) A.C.E.Soil&Site Evaluations
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Wisconsin Departmen 9175 ED SOIL EVALUATION REPORT
f Division of Safety and Page 1 of
• in (a�ccordan with Comm 85,Wis. Adm. Code
Attach complete site s��1104 8 1/ x 11 inches in size.Plan must County
include,but not limitorizon I refer nce point(BM),direction and
percent slope,scale Parcel I.D.
and I tion and distance to nearest road. 3 �-
OFFIC �. �(�"�
m ormation. Re ewed by "Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)
Property Owner
Property Location
1L4�1/4�S �• T �� N R � 1 ( )W ''
Property '
y Ownes Mailing Address E
Lot# Block# Subd.Name or CSM#
� • o. �3ox 3 3 1 �
City State Zip Code Phone Number v l )
City ❑Village J�j Town Nearest Road
B pr�M �Rk E W! 5�l U0
Iq New Construction Use:® Residential L Number of bedrooms
Code derived design flow rate (4 S d GPD +
E]Replacement Public or commercial-Describe:
Parent material
Flood Plain elevation if applicable !`1
General comments ft. 1
and recommendations: �t � y�,)�-� r� t
C cs `ru �� ►�lu- fig' �► 6o__
--�. le��awrs ,
Boring# ❑ Boring
�6
® pit Ground surface elev. q- ft. Depth to limiting factor 6Z ab
200
in. )p
Horizon Depth Dominant Color Redox Description Soil Application Rate kd
P Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz. Cont.Color
Gr.Sz.Sh. 'Eff#1 'Eff#2
Z
10 --Z6 1 0L-1 fZ 'S tU
El-Boring# E] Boring V/sy
® Pit Ground surface elev. a ft. Depth to limiting factor �F}
in.
Horizon Depth !jRedox Description Soil Application Rate
P Texture Structure Consistence Boundary Roots GPD/ft2
in. u.S Cont.Color Gr.Sz.Sh.
'Eff#1 Eff#2
Effluent#1=BODs>30<220 my/L and TSS>30_<150 m
9LL Effluent#2=BOps<30 my/L and TSS<30 mglL.
CST Name(Please Print) _
na a CST Number
.A,rthur L.' Wegerer 04L,-/ 03 Z1S _ lO
Adam 4degerer SOil Testin & Design Service 220254
Date Evaluation Conducted Telephone Number
421 1, iiain St , river calls , HI 54022 \Z.—ZZ--o3 715-425-0165
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Property Owner Et ` �(1(7N1OJ,7-- Parcel ID G Page ' of
FS] Boring# ❑ Boring
® Pit Ground surface elev. �8,S ft. Depth to limiting factor > C)9 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
a -1
C-1 V- 3!z - Sl 1 -,Fsb�t VV)fV Ckv
Z y-y 2 o Li R- s i, I Z,wf S b ✓h`f 1-- e S l-fr • 8
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3 UZ- 1 tz v/ 0 s
xt- 94, Z0
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/ft1
in. Munsell Qu.Sz. Cont.Color Gr.Sz. Sh. 'Eff#1 •Eff#2
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
Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<30 mg/L and TSS<30 mg/L
'lie 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.
SBU•8330(R.b/00)
PLOT PLAi1 Page of 3
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�Z-ZZ 03 715-425-0165 220254
CST Signature Date Telephone 11-10 . CST No . Job NO .