HomeMy WebLinkAbout040-1303-00-041 (2) wisoonsin Departm mm
entofCoerce SOIL EVALUATION REPORT Page / of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
Attach oomplete si
Include,but notlim EROSION CONTROL PLAN must be Peel I.D. �v
'sca completed before sanitary permit issuance Reviewed by Da •b
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PerswW Wdiormetm you Provide*maybe used fot secondary Purposes(Privacy L.ew,S.15-u4 M Ml- i
PropertyOwner �, 7'OP47
Property ZL ZB A
•r'O,Ip Z3ERS re7v T _ /° A11G"' yiy Govt.Lot A'� Di q $ 1/4 S T N R l/ E(or)W
Property Ownees Mailing Address Lot# Block# Subd.Name or CSM#
to 0►5 CA Wi LL AV-P— • / LVAt"O'r K
city SN ULR State Zip Code Phone.Number. ❑City ❑Village W Town Nearest Road
b,6906 tf TY I MN 55o we &S() 2-4/8• lop f -Roy so. tf1o�ER
New Construdion Use:(29 Residential I Number of bedrooms Coda derived design flow rate D � GPD
1�
❑Replacement ❑ Public or oommercial-Describe: tA
Parent material /o&ST D U.P. ,. ±///57 Flood Plain elevation if applicable N!�! � ft.
General conrnerds �C
and reoanmendationS: 7"�"Sr .SU/7"f /.� /�j oU�D
SYSr• us•'A;U-- zo " s,9,,vv -1c;
N
I Boring# �s DQ.
a I
pit Ground surface elev. R Depth to lirrdting factor in. Rate
Horizon Depth Do *wd Color Redox Description Texture Structure Consistence Boundary Roots GPDW b
�
in. Mtel Qu.Sz Eft#
Cont.Color Gr.Sz.Sh. ' 1 'Eff#2 �
K lG Z A S! 2 S
'516 z� b� CS
0 s / rG • •-s Z
h o r2 sCL /�s1 �v� . Z • 3
oYA (t/Z.
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ID# ❑ Boring 0 0. $Z-
260
Pit Ground surface Nev. ft. Depth to Fling factor in. Sol Application Rate '1
Horizon Depth Dominant Color Redgx Description Texture Structure Consistence Boundary Roots GPDW (�
In. Mtmsell Qu.Sz. Cont.color Gr.Sz.Sh. / 'Eff#1 'Eff#2 IN
z S• o ----- s & D f • -s • N
•►S j o 51 z' 1-r-5 a 11 C • S .
/o
G' 6 G2 g
-e 1.10-rs d04 I • �-
Effluent#1=BOD >30:1220 mglL and TSS>30:5 150 mgtL 'Efttuent#2=Bop,:5 30 rrg&and TSS_30 mglL
Signature mPPR•-ALB R i G ir za t Conducted Ads Uibricht &Assgciates s T 7�S Telephone 7 3 yy Z-
Private
2812 10th Ave.
Spring Valley, WI 54767
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Properly owner Part�ef ID# � 3
� � � � �y3z 2s ss .
t Groundsurface efev fl, Depth to�factor Rate
horizon► Depth €ominant Redox Description Texture Structure Consistence
Btxntd!ary Roots GPFN!'E
MunwK Ou.Sz Cont.Color Gr.Sz.Sh. °Eff#1 °EtM2
1 a•G /o R z L z�s� old w �-f . S . �
7C Co
• lG /o S!L 2-FS h c , S
• z o S�L �fS k �s . Z. • 3
o c hors SGC. {�S/i t,� • Z • 3
i
F-] fog# ❑ SO--9
Q flit Ground surface elev. ft. depth to kmiting factor
Sol Application bate
iforizon Deptfr dominant Cokx Redox ilesafpf M Texture Sfruclure Consistence Boundary Roots GPD�
im Munsett ChL Sz. eatt.Color Gr.Sz.Sh. `Eft#'f aE
��# tt-�t �n9
Q Pit Grow surfaceeiev. ft. Depth to facer in.
Sol Applicatim Rate
Horizon Depth t]orrdnant color Redox Description- Texture ire Consistence Boundary Roots GPQM
t #t. Munsell Ou.Sz. Cont.Color g.Sz.Sh. °EW1 'Eff#2
.aF
F-1 caring# t-� Boring
t._t F'st Ground surface ele v. ft. depth to fxf&V factor in.
Sol Application Rate
Hortwn Depth Dominant Color Redox P6xdptJon. Texture Structure Cors�ster Boundary toots 43PON
in. Munsell flu Cont.Color Gr.Sz.Sh. °E1f#t *01#2
Effluent#f=BODS>30:S 220 mglt.mid TSS>30<150 mgtl °Effluent#2=BOD <30 mg&and TSS<30 rnWL
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PLOT PLAN WALNUT HILLS FARM. LOT ## Pg. 3 of 3
Q = Contour elevation lines.
0 = Backhoe Soil pits.
O = Benchmarks set, maRKED WITH FLAGGED
lathes. 1/2" steel conduit pipes.
/ SCALE: 1 " = FI
15 pA opolqo 1 V
5J� N W
13M 0, 0 L6 y2
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2 �5
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