HomeMy WebLinkAbout040-1303-00-065 (2) ~ n ' SOIL EVALUATION REPORT Page / of 3
Wisconsin Department of Conemerce
Division of Safety and Buildings 'V
in accordance with Comm 85.Wis. Adm. Code qty sr
Attach N
it ude.�R ER.OSION CONTROL PLAN must be Parcel I.D. `P6A; � Cr- b
spa completed before sanitary permit issuance R by Date
wed
es Law,s.15.04(1)(m)).
Personal kltotrnation Y�W^��Y be used�se=dBrY PNPM t��Y
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property Owners Mai ing Address PF ck# Sudd Name or CSM#
o S CA }{i LL vie - WA�� O r K l I FA-state Zp Code Phone Number ❑Village (�Town Nearest Road
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Code derived design flow rate A on GPD
New Construction Use:0 Residential/Number of bedrooms tA
❑Replacement ❑ Public or commercial-F t
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Parent material �pFSS' 04, 4&�44� Flood Plain elevation if applicable
General comments
and recommendations: • -re-s-r-il QF&I IA —s ti
.t 4
a # ® Pit❑ Boring Ground surface elev. / 0�- & Depth to ti factor Z.� in. Sol Rate
Horizon �1 pmt Redox Description Texture structure
Consistence Boundary Roots b
in Munsell Qu.Sz. Cont.Color Gr.Sz Sh. 'Eff#1 •Eff#2
o- �e 3l3 -- L / fsh� fR S 3f . Y/09 $iL Z f
SQL fsb c — • 5 �
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7,5 h
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Z
Boring# ® Pit Grand surface elev. ft. Depth to ring factor ingRoots FGPDff;Tj
Horizon Depth Dominant Redi Description Texture structure Consistence Boundin. Murnsel Qu.Sz. Cont.color Gr.Sz Sh. (�
IfShie .-t•fie N
3 /0-/7 6 y .5Z- cs F . s
• is
c� Hors �L S
2l� � S � �+�+�► M-o � hv►�r• o a
•Eft'luerrt#1=BAD >30 122D mglL and TSS>30<150 mgll_
•
Effluent#2=B <30 and TSS<_30 mglL
signature' CST'Number
'Name(Please"•�,'1�t�-B R i GG.`f'— aa(o 3-7 5
Date Evakiation Conducted Telephone Nrxri�er
Address Ulbricht &Ass9ciates yG _ >7 7t f 77A- 31q 2—
Private
2812 10th Ave.
Spring Valley, WI 54767
I D� ldhes
oyo . /o • o�
Alk 20
oyo • /o8G - �0 ' �
oyo • �o�l - 70
•
C7 , A oya - /off& .
jp o:M
-rop,O r31E�STEDT- /
pmPar[Yawr3er
PanoeiiD#
80,4v PV8-of
P t Ground surface etev. R_ to factor .
n �t Redox Desa ETe"xtuTe 5tructtxe Consistence So�i
Rafe
in. Munseti Qu.5z. Cont.Color y Roots GPI,y}tg
/ D• Gr.Sz.Sh.
7 �orR 3( — z shk �,,,,-F,e w J • s •�'
L Z �� L S cf
•ZS SiL �� hit- A" C• y
T!; G2 MD'f S S
iDr,,e l L
i
Swing f#
® Pit Ground surface elev, ft. Depth to biting factor in
Horizon Depth Dormnant Sod ication Rate'
Redox Des<xiption Texture Sfe Consistence l3ourEdary G�
IrL M left_ Qu.Sz. CDnt Color 43 Roos Sz.Sh.
Bann,# '
pit Ground surface elev, ft. Depth to limiting factor in.
1w ppkation Horizon �P Dotntnant Relax Description- Texture Structure Boundary Roots G Rafe
in. Munseli Qu.Sz Cont.Color Qay.Sz Sh. •EtllY3 'Eff#2
t
Bodng# �t Boring
u Pit Ground surface elev. ft. to Gig factor -- In,
HOMM Depth Dominant Cokx Redox Desert - Rate
ptian_ Textras Consistence Boundary Pwois GPOW
. Munseli Qu.Sz. Cori.Color Gr.Sz Sh. •Elf#! 'Eff#2
4
Effluent#i=Bt3Ds>34<220 mg&and TSS <150 mgtL "Effluent#2=800,:S 30 mcA and TSS<30 mWL
The Department of Commerce is an equal oppo pity service provider and employer. 3f you need assistance to access services or
need material in an alternate forma please contact the department at 608-266-3151 or TTY 608-264-9777.
S8D-1330(R6r150)
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~ Pg. 3 of 3
PLOT PLAN WALNUT HILLS FARM. LOT
t
d = Contour elevation lines.
0 = Backhoe Soil pits.
O = Benchmarks set, maRKED WITH FLAGGED
lathes. 1/2" steel conduit pipes.
SCALE: 1 " = 30
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1/ 30 r lf/D, Lo l .Li.v-R—
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