HomeMy WebLinkAbout010-1046-80-000 (2) • Wisconsin
iscoDivisio sinoitnd Services P tl ��� 1) / S�- �o?,c�- 39
DEC 11 2020 i SOIL EVALt tT?uN 1<trV TQ 11/. vG Page 1 or 4
in ance with SPS 383.wis. Adm. Code I" I lOi1
County ST.CROIX
Attach to iidtMess the 8 1/2 x 11 inches in size.Plan must
include,but reference point(BM),direction and Parcel ID. Pb'c+ 110- 1046-80-000
percent slope,scale or dimensions,north anow,and location and distance to nearest road.
Please print all information. R by Date
Personal information you provide may be used for secondary purposes(Privacy Law s.15.04(1)(m)). 64,,r4 /7'C 44.-r I 1/ .7g21
Property Owner Property Location
DOUGLAS A.&ANNA M. WILLIER Go„L Lot -5E1/4 SE 1/4 S 19 T 30 N R 16 E(or)❑W
Property Owner's Mailing Address 1 Block# Subd.Name or CSM#
2184 140TH AVENUE ' - V 4,P 977(Pending)
City State Zip Code Phone Number . Village !Town Nearest Road
BALDWIN, 1 WI I 54002 1 ( 651 ) 352-7958AL.D 1 140TH AVENUE
El1/44 ER
C New Construction Usef] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO
D Replacement ❑ Public or commercial-Describe:
Parent material SANDY LOAM TILL Flood Plain elevation if applicable NA ft. •
General comments PRETREATMENT GEOMAT MOUND SYSTEM-2.0 LOADING RATE-2 INCHES OF SAND FILL PLUS
and recerrrrrerdatiors. THE 12 FOR TILE
UNIT OF �INCHES.
) 5`. -clarv) ZorlIT �/ p � "f Po1 or Q/' /
14a. nor S;1-f 404"1 (mAtA i vikv15C )io ZpNE X
Boring
1 Boning# ❑
El Pit Ground surface elev. 97.85 ft. Depth to Nrnitirg factor 24 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNP
in. Mansell Qu.Sz. Cont.Color Gr.Sz.Sri. 'EI#1 'Ef1#2
1 0-7 10YR2/I - sl 2fsbk&gr mfr cs 2vf-co 0.6 1.0
2 7-16 7.5YR3/4 - sl 2fabk mvfr as 2vf-m 0.6 1.0
3 16-24 7.5YR3/4 - scl Ifabk mfi as lvf-f 0.2 0.3
4 24-30 7.5YR3/4 m2d 7.5YR5n8 scl Om mfi - -
0.0 0.0
some gr/cobs stones and one boulder
2 Boring# ❑ Boring 98.14 22
El Pit Ground surface elev. ft Depth to uniting factor in. r Soil Application Rage
Horizon Depth Dorrlinant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Si. Cont.Color Gr.Sz.Sh. 'EI#1 'EI#2
1 0-6 10YR2JI - sl 2f-msbk mvfr cs 3vf-co 0.6 1.0
2 6-22 7.5YR3/4 - sl 2fabk mvfr CS 2vf-f 0.6 1.0
3 22-30 7.5YR3/4 m2d 7.5YRS/8 sc1 Om mfi - _ 0.0 0.0
'Effluent#1 =BODS>30<220 rug&and TSS>30< 150 mg/L 'Effluent#2=BOO <30 mg/L and TSS<30 mg/L
CST Name(Please Print) CST Ntlrrber
MARY JO IIUPPERT(l lollister's Soil Testing&Design) �j �`Cogd 224832
Address ` �4 Date E oiled Telephone Number
28497 King Arthur's Court,Danbury,WI 54830 11 - 10,2020 715-426-1775
SBD-8330(R07/1 3)
y WILLIER,Douglas A.&Anna M. p ID# 010- 1046-80-000 Page 2 of 4
Propert3 Boring# 0 Bofing
0 Pit Ground surface elev. 98.14 ft Depthto limiting factor ZZ in Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. "OW 'Eff#2
I 0-6 10YR2/2 - sl 2f-msbk&gr mvfr cs 3vf-co 0.6 1.0
2 6-22 7.5YR3/4 — sl 2fabk mvfr cs 2vf-f 0.6 1.0
3 22-30 7.5YR3/4 f2d 7.5YR5/8 sl Om mfr -- — 0.2 0.6
Boring# ry
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPDRf
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'EO#2
1
Baring
Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIIf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•Effluent#1 =BOO5>30<220 mg1L and TSS>30<150 nglt 'Effluent#2=BOO,<30 nglt and TSS<30 nglt
SBa-r330IROV I31
Plot Plan Page 3 of y
PROPERTY OWNER: boka, .As 4 ANKIA ^/1, yJI LU J 1" — 40 FT.
(except where noted)
Legal Description: liRoPasED .RDN1 LoT 1 / SEIAI / SEC, 19` 7304. ti=2 badchoe pit
1,14'4, "tO WIC O!^ 94EpsALD/ 3T, CRa X COKrhy, bJl SO N Si nl . PROPDx
019-1 D 4 ID- $0- 000 /0. Es
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