HomeMy WebLinkAbout040-1145-10-370 (4) . Wisconsin Department of ;and P ntil Nil Csr'a ° — h
Division of Industry Servi
JUL 0 9 2025, S101L EV RcountyT . Pays 1 et
4
n accordance with PS 383,Wis. non. code
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Attach complete site planter paper notes!11PS1 h olies n size.Plan must ST.CROIX
include,but not united o: nee point(BM).direction and Parcel W. 040- 1145- 10-370
percent slope.scale or dare o,north arrow,and location and distance to nearest road.
Please print all information. Reviewed bal y Date 1 / //
Personal information You prwde may be used for secondary purposes(Privacy Law.s.15.04(1)(m)) ik� L 10/ ! z ZZ
Property Owner Property Location Z /! a
RICHARD&PATRICIA BRION Govt.lot 2-SE 1/4 SE 1/4 S T 28 N R 20 E(or)❑W
Property Owner's Mailing Address Lot 0 Block# Subd.Name or CSMN CS Y`A �. 'SO J
16726 INNSBR(X)K DRIVE - jltahvg
City Stale Zip Code Phone Number V4189e QTown Nearest Road
LAKEVILLE, I MN ( 55044 ( ( 612) 839-3188 TROY i BRUGLER COURT
0 New Construction Use CIResidential/Number of bedrooms 5 Code derived design flow rate 750 GPO
❑Replacement ❑ Pudic or commercial-Describe:
Parent material sandy Flood Plan elevation if applicable Zo IA, )C NA R.
General comments Conventional In-ground trenches-0.7 loading rate-system elevation to be determined after elevation of )
and recommendations:
if' q basement foundation established. pA
-•01)1 Cf. - 't�(/ LoegeNti '
��;V�Cry� Zovlih� l/ Jam .
I Bourg# El
Borg /
0 Pit Ground surface elev. 818.10 R. Depth to hmitirg favor 116 in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots , GPD/IF
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Elf#1 'EfI#2
I 0-10 7.5YR3/2 - Is Osg ml cs 3vf-co 0.7 1.6
2 10-18 7.5YR3/4 -- s Osg ml gs 2vf-co 0.7 1.6
3 I8-116 7.5YR4/4 s Osg dl _ - 0.7 1.6
some gr(1 - 2 i)
2 # CIBairg
goitng 816.60 I I R
O Pit Grad surface elev. ft. Depth
limiting
tacfor n in_
sat Application Rate
Horizon Depth Dominant Color Redox Description Texture St uctue Consistence Boundary Roots GPD/IF
in. Morsel Qu.Sz Cont.Color Gr.Sz.Sh. *EOA1 'Eft/t2
1 0-12 7.5YR3/2 -- Is Osg ml cs 3vf-co 0.7 1.6
2 12-24 7.5YR3/4 - s Osg ml gs 2vf-co 0.7 1.6
3 24-118 7.5YR4/4 - s Osg dl -- - 0.7 1.6
(some pockets of cos)
Effluent M1 =BOD,>30<220 ng,L and TSS>30<150 mg& •Effluent#2=BOOS<30 mg&and TSS<30 mg&L
CST Name(Please Prnt) - - CST Nlmher
MARY JO HUPPERT(Hollister's Soil Testing&Design)`' e ` � ii 224832
Address Dale Evaku ��oarfuddrrxx�ieedd Telephone Number
28497 King Arthur's Court,Danbury,WI 54830 01 -02&06-24,2020 715-426-1775
SBI}8330(R07/13)
Ply BRION,Richard&Patricia Parcel ID# 040- 1145- 10-370 Page 2of
4
„ ❑ Boring
o Pit Ground surface elev. 819.70 ft. DepthD b ling factor 120 n soy Appticaticn
Rate
Horizon Depth Dornrint Color Redox Description Texture Structure Consistence Boundary Rods GPD/f?
in. Mu sell Qu.Sz. Cont.Color Gr.Sz Sh. , 'Efik1 'E1t#2
1 0-10 7.5YR3/2 -- Is Osg ml cs 3vf-co 0.7 1.6
2 10-19 7.5YR3/4 — s 0sg ml gs 2vf-co 0.7 1.6
3 19-120 7.5YR4/4 — s Osg dl — — 0.7 1.6
some gr 1%
4 Boring 0 c 820.70 100
• Pit Ground surface elev. ft. Depth to ranking factor n. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R
n. Mansell Qu.Sz Cont Color Gr.Sz.Sh. 'EIN/1 'Eflk2
1 0-12 7.5YR3/2 -- Is Osg ml — — 0.7 1.6
2 12-26 7.5YR3/3 — s Osg dl — — 0.7 1.6
3 26-100 7.5YR4/4 — s Osg dl — -- 0.7 1.6
Boling# g
Bang
Pit Ground surface elev. ft. Depth to limiting factor n.
Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods __ GPDAP _.
in. Mansell Qu.Sz Cont.Color Gr.Sz.Sh. "VIM 'EffI2
•Effluent it1 =BODs>30<220 mg&and TSS>30<150 mg/I_ 'Effluent rig=BOD,<30 mod_and TSS<30 rrgft
S80-1110(R07/I i)
Plot Plan ,; et/
PROPERTY OWNER: RI ciM¢:_ 641 :t,cry r6 iv.] 1"= b0 FT.
( where noted)
Legal Description- Si GSM V ll'_ Y'24t, Furl.LoT lr 5E1,1U OF 77+E /, MR =bedtime pit
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