HomeMy WebLinkAbout032-2044-50-000 , nEENE[31 ”21t CST abal — g7 0
ssOOm°1Dewtrn°"(m • . • SEP 23 P021 SO EVALUATION REPORT Page_of_
Division of Safety and : ' in accordance
accordance with • m 85. Ms. Adm. Code
St. rui C• nti. �//C !/�
Attach complete site plan , .'la x 11 County'. . :.. in size.Plan must
include,but not limited to: •: ,.. .• - . {.. •., ,.,.._ •.,i (BM),direction and Parcel I.D�r+Cf _
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. G5 ) _ 2/u,(_{ -�o _�)n
Please print all information. '^b(/y,,,i t 1 to
PMaW nfomyoon you prom may be used la secondary purposes(Privacy La*.s.15.04(1)(m)). / id I 1�/51
Property Owner �I. IV„��LJ�f�/i l`G�r /l.GC- Properly Location ✓✓✓✓JJJ � 5 9 ( ,�A)
/� Govt.Lots 1At//. -1/4 S/ T �� N R /` E qr)w/
Property Owner's Mailing Address Lot X Block N Slbd. Name or CSMN�tY .csy l�//
<?2 ' rx 7V
City Code Ppgrb Number 0 City 0 Village ��To�w.n Nearest Road
P
50a+^ rsC.t k ) 1,}1a0'�I l g e/OJ— 63 Silo?'�l5e--, 1 Ss-Cei>1`.
w Conctrucbon Use�esi ienual(Number of bedrooms 9 Code derived design flow rate 6�f D GPD
/❑Replacement ❑ Pubbc or Describe:
Parent materiel CC .o Rood Plain elevation if applicable /r///4------ ft.
General comments . 0 4-InII l e S
and recommendations:
J LJ
System Type L /h4jl .L �{� ' J System Elevation ! J3
Boring N IOp Boring ��f► ,sue
Kt.Pit Ground surface elet/.��(9 J e9 ft. Depth to knitting factor //i) n. Sol Application Rate
Horialn Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPOrif
In. Mtin el Cu.Sz. Cont.Color Gr.Sz.Sri. Tern •ENN2
1 O-/3J ,3iL 5/ .4�'.," in(vr ei- - - -� /7
2 io -3 �,'/��;rt/�j - n/ a�. /, qi,� / / c-1 7 6
3 3$zir�!L. ,ilia As (.^ .5 /`�44/1v// - S /n
`5` yr
Boring N Bong /-1
Pit Ground surface elev.( �• �ft. Depth to rmitrlg factor//r / n. Sal Apptication Rate
_ Horizon Depth Dominant Color Rados Description Teid re Structure Consistence Boundary Roots GPO/IV
n. Munsel Ou.Sz. Cont.Color Gr.Sz Sh. •EN/1 •E11N2
1 o-r z/O S/ _m e_ a�`— - /Z?
2- /2-Y.L. Ar.57,-3/2 l'/ . . l�/ � � z/Y l� 1
3 2-/iu 4 ,�� ' ' f1 So �i% /%/
•Effluent 01 a BOO.>30<220 mot and TSS>30•t 150 Ael •Effluent N2=BOO.<30 mg&and TSS 530 moll
CST Name(Please Print) Si.,-.... CST Number
Bird Plumbing, Inc. Shaun Bird 1 226900
Address ate Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 7—/S—G2/ 715-246-4516
•
Property Owner Parcel ID# Page of
3 Boring# D Boring re 1 7 pit Ground surface elev. 7 / ' LR. Depth to limiting factor i/17 in.
I t Sod Application Rate
Horizon Depth Dominant Color Redox Desorption Texture Se uAre Consistence Boundary Roots GPDRf
in. Munsel Qu.Sz. Cont.Color Gr.Sz Sh. 'Efgt1 'Eff#2
51 y/— ` �' .06— - ti //
a IL-ygz 1 , Ve ' ,e / �/(.� �� /�' < <� / L
3 V-// 149/,/-`CI - �S e . .i/ rvi 11//4 /l7
,
1
I
Boring di ❑ Bong
❑ Pit Ground surface elev. ft Depth to limiting factor _ n. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Mussel Qu.Si. Cont.Color Gr.Si.Sh. 'Efl#1 'Eff#2
Bong# 0 Boring
❑ Pit Ground surface elev. ft. Depth to knifing factor ii. Sol Application Rate
Horizon 'lepth Dominant Color Rados Description. Texare Structre Consistence Boundary Roots GMAT
In. Mussel Ou.Si. Cont.Color Gr.Si.Sh. 'Ent 'Effft2
'Effluent#1 =BOOS>30<220 matt and TSS>30<150 mg& 'Effluent Art=BODr<30 rrglt and TSS<30 mg&
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5804330(1,6000)
Soil Test Plot Pla
Project Name John Venable S n Bird
Address 709 N Bay Road
Somerset Wi 54025 CSTM #226900
Lot 4 Subdivision Date 9/15/21
SE 1/4 NE 1/4S 12 T 30 N/R19 W Township Somerset
El Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD *HRPSame as Benchmark
A
Scale = 1 /4" = 10'
A
659' Property Line
98'
99' 97'
100'
1 5� B-3
45' 9% Slope
30'
B-1 D4
45'
B-2
B.M.' 700'
. 1320' Property Line 5 J