HomeMy WebLinkAbout030-2121-10-000 (2) c5 S aoao- is&
i I '= L ��r EVALUATION REPO #2047
P= r Prole • nal Services in acco •ance with Comm 85.Wis Adm.Code ` „� age 1 of 4
Schmitt Soil Testing.ti^ Inc. 1
",.•.,.' I JUL 01 2020 County 375 oM 6 V[5',
r
Attach complete site plan on paper not less than 8%x 11 in• es in size. Plan must St. Croix
include,but riot limited to:vertical acid horizontal.reference ••int(BM),direction and
percent slope,scale or di ensions,kniff'itroW,afd IQtio and distance to nearest road. LReviewed
arcelI.D.
021211• , nofmaon.
By Date
Personal information you provide may be used for secondary purposes(Privacy Law,a 15.04(1)(m)). z
Property Location ``
Property Owner h ke, / I �l z
Beer, Florence&Jeffrey Beer Govt Lot NW1/4, SE1/4, S30,T3ON, R19W
Property Owner's Mailing Address Lot lk Block/ Su .Name or CSMA
378 Old E West 1 I Ibd
The Sanctuary
City State Zip Code Phone Number City Village El_ Town Nearest Road
Houlton 1 WI 1 54082 1 St.Joseph I Old E West
New Construction Use: , Residential/Number of bedrooms 3 Code derived design flow rate_ 450 GPD
Replacement Public or commercial-Describe:
Parent material Glacial Drift Santis o Series &Weatheredapplicable
_.-_i__ � Flood plain elevation,if applicable -__ ft.
General comments Replacement area is suitable for a mound system. System elevation is 99.0'based off the contour line established at 98.0'. Depth
and mmeations: to limiting factor is 224•. Slope of area is 1%.
5 ndrt1ahit ( 4l o'
1 Boring Is Boring
( <
Pit Ground iurface elev. 98.0 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description i Texture ' Structure Consistence Boundary Roots GPD/11'
in. Munsell Qu.Sz.Cont.Color I Gr.Sz.Sh. •Eem •Effs2
1 0-7 I 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8
2 7-12 10yr4/4 none sit , 2msbk mfr gw 1vf 0.6 0.8
3 12-24 7.5yr4/4 none sI 2msbk mfr gw lm,2vf 0.6 1.0
4 24-46 7.5yr4/4 m2d 7.5yr6/8 sl 7.5yr5/2 tmsbk mfr gw --- 0.4 0.7
5 46-68 5yr4/4 m2d 57.5yr6/85y7. gtsl Om mfi -- - - 0.2 0.6
2 Boring s
Boring
Pit Ground surface elev. 98.0 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth I Dominant Color ' Redox Description Texture Structure I Consistence(Boundary Roots , GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •E11/1 •Ees2
1 0-10 10yr3/2 none sil 2rngr mvfr ' as 2f,2vf 0.6 0.8
2 10-16 10yr5/3 none sil 2msbk mfr gw lm,lvf 0.6 0.8
3 16-26 10yr4/4 none sd 2msbk mfr gw lvf 0.4 0.6
4 26-58 7.5yr4/4 m2d 7.5yr6/8 SI 7.5yr5/2 Om mfi - - -- 0.2 0.6
-
•Effluent 01 =BODs>30<220 mg/L and TSS>30<150 mg/L •Effluent*2=BOD5<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: ) CST Number
Thomas J. Schmitt �C/"�i. 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 5/272020 715-760-1978
SBD8330(a 07/00)
Property Owner Beer, Florence&Jeffrey Beer Parcel ID# 030-2121-10-000 Page 2 of 4
Boring
3 Boring# Pit Ground surface elev. 97.72 ft. Depth to limiting factor 24 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPDIft2
in Munsell Qu Sz Cont Color Gr.Sz.Sh. 'BIM 'ER02
1 0-9 10yr3/3 none sil 2mgr mvfr as 2m,2vf 0.6 0.8
2 9-15 10yr5/3 none sil 2msbk mvfr gw 1m,lvf 0.6 0.8
3 15-24 10yr4/4 none sid 2msbk mfr gw lvf 0.4 0.6
4 24-64 10yr5/3 m2d 7.5yr6/e 58 7.5yr5/2 lmsbk mfr — — 0.4 0.6
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 1 Roots GPDAt'
in. Munsell Qu Sz Cont.Color Gr Sz.Sh. 'E1M7 •Erta2
•
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 GPDAH
1 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'E1M2
•Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS<30 mg&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.
saD4330(R07ro0) Schri t Scd Teeing,Inc.
Page 3 of 4
cfC)®oo
• f(D 6 N—
3s, -40
gmo-i \
cncoo w 1
m°D3o "
o9.o iv 1
o.< • m
m
�.�.�� ,.
7 N i • o �•'`'�•.,..„.
n
73
a •
o. _ 0 1
•1 • \ / /N
c \•` •,`\ \•` ` ; / /' ' i.
•
\ \ \ ..• / I'
r•
t: .L:,0 %.....s.
Li i.''' 7.
u
Z > C) 0
O
sn Os. 0 A 0
as a ? a
C C
p N N
J \ 5 a a
m cr O
« OLD W (AC) -I _I^Z13 2v�'i
O j0 C m&2
3 A
oA' N CnScoa ? mgO�
Po • --vim; Nao
m
co 7 ryo co A j N a-to(p
a V g OQ N •N
_� W 0 to
00
z
73
(r)5
i Id0
li
e i'l (J)
' • 1 I o 01 iii
n z, a) a {A! Q c z {p
$ '• z Q A a lit f I : 9.
lIP
Page 4 of 4
a
ill! z r 1
air
• .r.., t, .
• W
''4.
fi
,, . i :_h a .. -• .'s,
3 •
r •#
!i:1&. ...y.
A.
6Y-.l
Q#}
a ,
1... +- 1;4TH AVE a `
V.
a
4.
1 •
• ' • .. Al •
'~� `-
+r