HomeMy WebLinkAbout040-1303-00-049 (2) VVisoorusin[iepatbTUerrt of commerce
SOIL EVALUATION REPORT Page l of 3
Division of Safety and Buildings '
in accordance with Comm 85.Wis. Adm. Code County ST G/e 4/'x--- �
H
Affach b EROSION CONTROL PLAN must be � Parcel I.D. peep �- b
�" completed before sanitary permit issuance Reviewed by Date
Perao"Wdortnabw You Provide may be used for saeondarY Purposes(lacy Low.a 15.04(1)(m)).
Property owner C TORO Party Local' �of S S o
TO 17D T33 ER.S T�fa T� /� �l��L/" �//y Govt.Lot �'r► yq 1/4 S�L T ZB N .R �/ E(or)W
Property Owner's Maiflng Address Lot# Block# Subd.Name or CSM#
(p 4l S CA M L- Ave— 9 l.1lALNvr �}i t PA RA(
cl(y SN�cR State Zip Code Phone Number ❑City ❑VWage (5d Town Nearest Road
; N 5So7 65l)ay8•.tof -RQy 6*06 f R
o
Code derived design flow rate Q - GPD
New ConstrUdion Use:19 Residential/Number of bedrooms tA
❑Replacement ❑ Public or commercial-Describe:
Parent material /D ES S OIJ..i:t ��10 % �� — Flood Plain elevation if applicable
OF
General comments
and r dations: �'v�Tj9�l�"f�,e i4- �°v'"v -5y57'-
?,�Si'�v 2 -2,
a # ® B t S Z factor �
in.
Pi Ground surface elev. ft Depth 1a rwtig e
Horbw Depth Dominant Redox Description Texture euchre Consistence Boundary Roots b
h Munsell Qu.Sz Cont Color •E1f#1 '002
e z L 3 z al, oe6�i o s . S
f
0-6, lo y
L z 11
Cs • s
Z � • �o —
�h� • s
0
l�
El # s e«� ® Pit Ground surface elev. ft. o�to factor /� Sod Rate (�
Horizon Depth Dominant Redgx Description Texture Structure
Consistence Boundary Roots GPD/f�
p Mtmsefl Ou.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Efff/2 (�
in.F2
0- 5 ib 2 3 � shx
G S 3 'F" . S • � N
3 0• � /o i z-FshK cs 1 f • S
/S >
•Effluent#1=BCC >30:5 220 mg&and TSS>30:5 150 mg/L 'Effluent#2=BO,05 130 mglL and TSS 130 mqL
Signature CSTNVurnbw
csT Name(Please Prirut).�•-Zl L$(Q i C I'T- ��-Co 3"15
Address Date Evaluaidw Conducted Telephone Number
Ulbricht &Assipciates - . 0 3 7U. 77A• 3 YY Z-
Privat
2812 10th Ave.
Spring Valley, WI 54767
a yD
o ya • /off s • SD • o�
dyo • /��G • zd • o�
oyo - /o�l� - �D • �
oyo . io�� - 70 •
oyo - /08� �� • °�
To,DV T3 JE Je 5 T�OT—
Proparty0%,ner 41
Parcel 1D#
D �rV 163 Za 3
trt Ground surface stev. / 13' k
tt. Depth to�factor _in.
o Depth Ciorninant Redox Desa"m Texture 5 6rulure Consisterim Sod Rate
in. Munseff Ou.5z Cont.Color Gr.Sz Sh, Y Roots t;plaRF
/ n• C� X012 � d cs 3� •�� �f�
c
Boring# 0 soling
pit Ground surface elev. ft. Depth to tirniting factor ira.
Horizon Dominarrt Redox Desakftn Tefth re aOn Rate
MtmceII Qu.SZ. Cont Color SfrtrcAae Consistence Boundary Roots Gpp
Gr.Sz.Sfa.
EJ Boring# Boring ,
pit Ground surface elev. fl. a rMftV factor in.
firnizon t)otrdrrant cob Redr»c� Texture Structure Boundary l� � Rate
Mtn Qu.Sz. Corti.Color Sz Sh l
Gf• .` °Elt34t1 'Etf#2
}
i
t
O.drzg# Bodng
El pit Ground surface etev. ft. Depth to&T*ft facto►' in.
Horizon Depth Dmnhmm Redax 2exhge Staucture s�orl Rafe
in. Munsefl Qu.Sz. Color C°r't� Souwary Root$ GPane
Gr.Sz.Sh. °Eff#t °Eff#2
°Effluent#f=BUDS>34<220 nV&and TSS>,30,c 150 mglt 'Effluent#2=BUDS<30 nKA and TSS<3p rr
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PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3
,[, = Contour elevation lines.
• = Backhoe Soil pits. i e
fp p = Benchmarks set, maRKED WITH FLAGGED
of / p 1 lathes. 1/2" steel conduit pipes.
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to f/V ^+ SCALE: 1 " _ FI
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