HomeMy WebLinkAbout040-1303-00-063 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code CWy ST.
Attach comple' L vT /N M
'percents". ROSION CONTROL PLAN must be P� I.D.
completed before sanitary permit issuance R 33
Date
Perso"hrommmo"7'a Pry aY oe used for secondary Purpom(Prwacy Low.s.15.04(1)(m)).
properiyowner
Di3ERS T-�VT— jO 411 111 /t!f 1�} S 4 1/4 S�2' T ZU N R I &(0r)W
Property Owner's Mailing Address lot# Block# Subd.Name or CSIw/ icA-lei
la o l S CA it i�� �}ure (0 3 WALWO r K
city SN WR State Zip Code Phone Number' ❑City ❑VMage (�Town Nearest Road
CrQov� H73s MN SSOWo ( CSI)"Zy8• !oQ f ?-Roy So. CirtouER
pj New Construction Use: Residential/Number of bedrooms Code derived design flow rate Da WD
❑Replacement ❑ Public or 1-Describe: h
Parent material
/ t//f S Flood Plain elevation It appiicaMe ti/ f
General comments
and recommisrrdations: ' 4',4 T rS7Z!V
N
Q # ® Pit Ground surface elev. R Depth to kndffV factor 5 in. Sol Application Rate
Horizon Depth Dominant Redax Description Texture Structure Consistence Boundary Roots GPD/ff` b
in. Munsel Qu.SL Conk Color Gr.Sz.Sh. *M1 •Eff#2
/ o. / /Dl 5 1A, s/e S C 3 • -2 . 3 N
z l• is 6'16 lM, C 1 f . Z .
3 If• z io s 5c. o c / . 3 5
c�d o s SL oti S
s
VR 519
Z
# � g 0 0.6
Boring ® Pit Ground surface elev. ' ft. Depth to lim"factor in. Sod Application Rate
Horhm Depth Dominant RedQx Description Texture structure Consistence Boundary Roots l *
in. Mu nseil Qu.Sz Cont.Color Gr.Sz.Sh. •Eff#1 •Etf#2 (�
/
0- -7 /oY/t 31 r L l ,5 4 cw /f 2- • 3 N
-7-0 i Z N
3 /7-2L i 51 6- z / • S
.s I
sy �
•Effluent#1=BM,:-30:1 220 mgll and TSS>30 1150 ffv& •Effluent#2=BOD a 30 mglL 130 mg&
CST Name(Please print) "
R i CkT s� ( zZ fJtCriner
Address Date UIbrlCht &ASS9CiateS Date cored Telephone Number
Privet S -{. � • �0 7t S• 77�• yy
2812 1 Oth Ave.
Spring Valley, WI 54767
l'iNs FOR 4APRO x . Z yo 464Z5
�. , AI ) °ya 05 50 .
dyp• /09( • zo • ovv
oyo - /o8� • �D • �
oyo • /o�� • t�D
TODD 131E STEDT-
PnPft1Y°+rarer parcel ID
D � of
MCDom
Ground sur face etev- I O •S S*k Depth to�fa ctor J �— im S.Depth ant Rate
Rettox Texture 5trudure Cortsistertce Boundary Roots nseN Qtu.Sz Cont.Color
S
Ol SQL S Z .
S Si
# �
Q pit Ground surface elev. tf. Depth to firniting factor .
€forizan DtPth Dotmn Sod i eO t Rate
Relax Ilescriptiaty Texttxe Sftuc [re Consistet�e Boundary Roots Gtr
IrL
Munseit. Qu.Sz. Cont.Color Gr.Sz.Sh. l .E
#
Q pit Ground surface etev, ff. Depth to rHn*M€actor in
tiorizon Rate
Deptlr Dort>fnattt Redox De, r_ Te Structure Consistence Boundary Roots GPD
cn- Munsefl Qu.SZ. Cont.Color Gr.Sz Sh. •Et#tt •Etf#2
f
LE
t
E S.dr1gt1 Boring - ---
pit Ground surface elev. ft. Depth to Writing facto -
In..
Sod Nfficarion Rate
Hortzon Depth Dominant Color Redox pgon. Texhue Structure Consistence
aoundary Roots t3t�0lAP
im Munsev au.Sz Cori Color Gr.Sz.Sh. 'Eff#1 °Eff#2
F-F-
Effluent#1=BODs>30<220 aril TSS>30<150 mg1L Effluent#2=BOD,130 mglt.and TSS<30 nrgiL
The Department of Commerce is an t t opportunity service provider and employer. If you need assistance to access services or
need material in an alternate formal,please contact the department at 608-266-3151 or TTY 608-264-8777.
ABrY�33t!(R&ri0)
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PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3
Q = Contour elevation lines.
• = Backhoe Soil pits.
Q = Benchmarks set, maRKED WITH FLAGGED
lathes. 1/2" steel conduit pipes.
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yP SCALE: 11'
ssoc MO ,
P veG oasu
pe� � g'Jai�� = 3D
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