HomeMy WebLinkAbout040-1303-00-061 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT page of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code County 57-- GA&I)(-- 'V
Aftach not i
include,W EROSION CONTROL PLAN must be Parcel I.D. L°7- /N H
percent slope.f completed before sanitary permit issuance rd. Re wu�by P� D�� 6--
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Perso"kNorrnaSon You Provide may be used for secondary purposes(lacy Low.s.15.04(f)(m))• W�7 t , a
Property Owner �, r RO Property Location o
T-O PD Z3ERS TTefP T— �o /�#M GovL Lot X11 49 S"-1/4 S' T ZB N R �9 E(or)W
Property Owners Mailing Address Lot# I Block# I Subd.Name or CSM#
In 0 t S Ca W i L' AV-e- • 6/ U/AL w t>T- Kill FA RAF �
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City SAIMR State Zp Cade Phone Number ❑City ❑Village CA Town Nearest Road
6*0C H /4N 5S07(P ( CSI) 19f. of f -rRoy so. erlovER
New C tst uction Use: Residential/Number of bedrooms Code dived design flow rate Y50 Oa GPD
❑Replacement ❑ Public or commercial-Describe: --— -- ft A
Parent material /DES S 006-k D�.VSLC 7'i'/� Flood Plain elevation if applicable
�ti«,s: •hRE,¢ TeST�D S U%TIO/F. {die -4- /410 U.vD 5 Y5T.
a Borfg# ❑ 100.15
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® Pit Ground surface elev. ft. Depth to limiting factor in. Sod Rate
Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GPQff
in. Munsell Qu.Sz. Court.Color Gr.Sz Sh. 'Eff#1 *Eff#2
o�v
.10Y)e 313,
2 Q- 1"1 / -S/L S I . Z . 3
l7' A9 VAP P cS / . 5 t
c Z h 0 TS C G (�,cwt
/0 Yie l!`L o
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❑ Boring D a r 2-2-
Pit Ground surface elev. ' ft. Depth to limiting factor lo. Rate
Horizon Depth Dominant Color Redox Description Texture 5truc lure Consistence Boundary Roots GPD/fF
In. Mumsell Qu.Sz Corti.Color Gr.Sz Sh. 'Eff#1 'Efr#2
o• /o 2z 2,4,S h
J •Z /o S/L a CS / Ili • -S
/0Y'2 Z
s � /zs
•Effk*m t#1=SOD >30<220 mg&and TSS:1,30:5 150 not 'Effluent#2=BOD 130 nnv&and TSS_<30 nVL
CST Name(Please Print] •,� i c�1_.__ Signature 22 6 3- rnber
Address Ulbricht &Assgciates
e d Telephone Number
Private ir� � 715- 73 y Z-
2812 10th Ave.
Spring Valley, WI 54767
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oyo • /o'SCr - �D • �
oyo ' /0*6 70 - oM
0 ,Y0 i0,?(p • Ito • Mo
Proper€yOwner Parcel ID# �O t Ul/ g Z 3
33 yg.56 s.ss
I Groundsurfaceetev. t!_ Depth to limiting factor-2- 6 in.
Sod APOIcation Rate
Horizon Depth Don*mt Redox Description Texture Strucwm Consistence Boundary Roots GPDI(f
u. Munseft Qu.Sz. Cont.Color Gr.Sz.Sh. `1211#1 '12111#2
Z- a S he 3 f . s
b O C2 eo- '401-5
�byie �lZ i
S Yj2
i
Swing# tang
Q Pit Ground surface elev. ft. Depth to Biting factor irr.
Sod icah tl Rate
Horizcx► Depth Dominant colm Redox Description Texture Structure Consistence Boundary hoofs GPDff
Mtrsell Qu.Sz_ Cant.Color Gr.Sz Sh. `Efl#1 `3` 92
# Swing
t-i pit Ground stnface elev. 1t.. to vmfty factor in.
Std Rate
Halzon Depth Dominant Redox Desaiption_ Te Structure Consistence Baettxfary Roots GPM
in. Mu nseil Qu.Sz Cont.Color G1--Sz Sh. 'owl `Ett#2
t a
F-I # � -
Pit Ground surface elev. fl. Depth to 8 faqir &r.
SWA
ipplication Rate
Hottzon Depth Dominant Cdor Redox ptiat. Texhee Structure Consistence sour4ary tzaots GPON
in. Munsell Qu.SZ Color Gr.Sz Sh. `Elt#1 *Effi#2
Effkwd#1=BODIF>30:S 2ZO mg&and TSS>30<150 mg!!. `Effluent#2=SM,130 nx tL and TSS<30 rng(L
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586l330(R6+TWJ
PLOT PLAN WALNUT HILLS FARM. LOT # `�' / Pg. 3 of 3
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Contour elevation lines.
• = Backhoe Soil pits.
O = Benchmarks set, maRKED WITH FLAGGED
lathes. 1/2" steel conduit pipes.
SCALE: 1 "
Ulbricht &Associates
private Sewage Consultants
2812 10th Ave.
Spring Valley, Wl 54767
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