HomeMy WebLinkAbout040-1303-00-070 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code County x--
Attach complete site pl. `vT /AI
rude.W not limited l EROSION CONTROL PLAN must be larcel I.D. p�.uprN G—
percent slope,state on
completed before sanitary permit issuance zeviewed by Date
Pemomi fnronmatmn ym wovide rnY be used nor secondary Purposes(Privacy Low-s.15-04(1)(m)).
d property Location Q p
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Property Owners Mailing Address Lot# Block# Surd.Name or CSM#
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fly StjwR State Tip code . Phone Number (]City ❑Village RTown S RoE d
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New Construction Use 19 Residential/Number of bedrooms Code derived design flow rate r 04 GPD
❑Replacement ❑ Public or commercial-Describe: ——��
Parent materiai J%Ll S OVJ--- jPo/OAt i 7(-e1 Flood Plain elevation it applicable fL
General comments
and recommendations: , 4)eE,-� 7�sM0 S0�7"f4 /Z rVn A '*aP'Q J Sys/ �1 "i
72!/Gs.'�v C�---
/z/1' 514 AW. Ai // n
N
❑ Ground surface elev. �`*•��.ft. Depth to factor �
® Pit Soil Rate
Horlwn Depth Dominant Color Redo(Description Texture Strudure Consistence Boundary Roots GPDff b
h Murisel Qu.Sz. Cont.color Gr.Sz Sh. •Eff#1 •Eff#2 C
o-- �o ye 1
3 .z
z. 39 o
?•SYi /4/10- °
n
# 0 Boring " o �.
B°rBoring ® Pit Ground surface dev. ft. Depth to biting facto / in. Sod Application Rate
Hart;-on Depth Dominant Redgx Description Texture Structure Consistence Boundary Roots GPDIf�
in. Mu used Qu.Sz. Cont.Color Gr.Sz.Sh. *Eif#1 *Eff#2 n
/ o•
10 3/ L Z.w,S S 3 s N
Z �. Sit. aFS h c N
S y SSG z,w sb d-V A
_2 q 1- /
•Effluent#1=BOD >30:S 220 mglL and TSS>3D:5 450 mgA- 'Effluent#2=BOO 130 mg/L and TSS 130 mglL
CST
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Address Date Evaluation Coridu�ted Teleptane Ntxrber
Ulbricht &Associates 77a• 3 Y4 Z-
Privat
2812 10th Ave.
Spring Valley, WI 54767
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oy0 • /08Go 60 • M
aYo • lo g6 - 70 • oa"
0 1/0 . /a 9'(P gp - X0
TOD12 ?E Prop"Owner Parcel ID# lid � 76 Z 3 PVe
F31
�j/�? S'•SS .
t Ground surface etev. /7•✓0 ft- Depth to�factor ►o
won Depth Dormant Retiox D Tex rne St Rate
Structure sten
Boundary Roots GPW
Mansell Qu•Sz- Cont.Color Gr.Sz.Sh.
3 C S
-7-sYR
Swing# � 'Wng
❑ Pit Groundsurfaceeetev. ft. Depth tofimitfngfactor In.
Horizon , sod Application Rate
Cda Rector Texhxe Stucture Consistence Sourxtary fkKb GPM
6►. Munson Qu.Sz. Cont.Color tar.Sz.Sh. .�l TIM
Boring
❑ Pit Ground surface elev. fl. Depth iimi"factor #re
Horizon Rete
meant RedaxDescription- 7exttae Consistence Boundary Roots GPM
In- Munseff Qu.Sr. Cora Color Gr.Sz.Sh. *EW1 .Eff#2
r
F # Bonng
❑ Pit Ground surface efev. ft. Depth to NTOV Me" tn.
Sod Appkadon Horizon Depth Uoninant Redox Texture stu>chrre Consistence Rate
t3ouitwary Raats t3t�e
In. Muncefl Qu.Sz. Cont Gr.Sz Sh. 'Eff#f 'Eff#2
Effluent#i=BUDS>30:S 220 mg&and TSS>30<f 50 nxyL °Effluent#2=BOD,<30 nxj&and TSS<30 nffyt.
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PLOT PLAN WALNUT HILLS FARM. LOT ## 1 Pg. 3 of 3
= Contour elevation lines.
= Backhoe Soil pits.
p = Benchmarks set, maRKED WITH FLAGGED
lathes. 1/2" steel conduit pipes.
SCALE: 1 �� = 3 a
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