HomeMy WebLinkAbout008-1050-95-025 IIVECEIIMED P A L 11
Wisconsin Department of Corrnerce SEP 15 2020 SOIL EVALUATION REPORT Page_of
DMsionof Safety and Buildings
St. l•Fprilltrtce/with Comm 85.Wis. Adm. Code Attach complete site pan otlidefalgedikietritgataliches in size.Plan must Cowry 3+. l /
ndude,but not hinted to:vertical and horizontal reference point(BM).direction end Panel I.Do6 Q' 'n M A
percent slope.scale or dimensions,north arrow,and location and distance to nearest road. Q L�322 V 2-d
Please print all Information.
Date
woods Persons!iidonnsaon you ds may be used for secondary purpose'(PLaw I.scy La 15.04 CO(m)l. Re i_( '�/J Z -2 '�
Property Owner Property Location Bell 1jJ
�aait(K 72 J1v ui�l67,7f;� t.Lor' 1/4s�1/4SaTZgN RI// tE( )w
PropOwners Mailing Address Lot# I Block 0 Subd. Name or
g o/ 9 , — ._
City �/ 0 City 0 VillageNearest 1
r290K-1 Inn q. `11 (Ph«,e)HI„tear �7 �"a� r____owyg,
Y ( �3L�/ 54-
'�New Construction Use:1�-Residential I Number of bedrooms -'I f Code d`drived design flow rate 41-al,/ 6 66 GPD
❑Replace mutt oe �(//y Pubic a Describe: _ __ ___ __
Parent motorist �t JC ice" Flood Plain elevation if applicable 7,Q1(.f—R
General corrnten s
end reoomme Batons: ///
/ ' (//� /
System Type /"M 0�k-f System Elevation �i(o .sth�--- W
BoringO /
Es Pit Ground surface elev. ID l/ R Depth to limiting factor n. Sol__
Rate
Horizon Depth Dominant Color Redox Description Te>mre Structure Consistence Boundary Roots GPDVff
in. Mussel Qu.Sz Cott Color Gr.Sz.Sh. •Efte1 •E1V#2
I 0-il9 /our-�L ,
? /0'i r h)y y _ , % U C Gq'�1 -� i`� 1,4
3 !s iz 2. /.Y/b —`- fm '� � rvc' e- ' Z �h
`f 14-ai./l f�(o/3 17.�QSyr y2h 5C-1 -».� A///f�/J1dk//i/PhD-t✓i /°
V ` Boring 0 EBom°A--/$Pit Ground audios eley(/7 ft. Depth to limiting factor n. Scar Appbcetion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAT
n. Muse1 Qu.Sz. Cont.Color Gr.Sz Sh. •Eff#1 'Eff#2
, 7 - ‘ i8
~
tS. 47 1.fi-
3 ri-30 /0Ik3 epees- se,1 —/ -- /44 //ii/i/%4tipo ,tii.ti
•Effluent#1 •BOO.>30<220 mg&and TSS>30<1 r i/ •Effluent 02•Boo,<30 mglL and TSS<30 ma
CST Name(Please Print) -`:ture CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 5401 9� iv_ Z.0 715-246-4516
Property Owner Parcel ID# Page of
Boring# ��IIBon�
0--pit Ground surface elev. �ft Depth to limiting factor 17 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOtf
in. Munsell Qu Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'EN#2
I r��L - ,� era--- / 6 g
Z g-- 17 i r� c/� ,(..., 7� ,r, c2l [ r- . 44 r
3 12-a: 1-6( , ZS s r1/ �� sC'. j -iv-- 7n • 'it -b^i�,� f` J4)41, .
Y
Boring El
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. Tait 'Eff#2
Boring it ❑ Bonng
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Horizon 'lapel Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/R
in. Munsed Qu.Sz. Cont.Color Gr.Sz Sh. 'Eff#1 'Ee#2
'Effluent#1 =BOD,>30<220 m g/L and TSS>30<150 mg1 'Effluent#2=BOO,<30 mg&L and TSS<30 mg/L
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• Soil Test Plot Pla ,4/
Project Name Round Robin of Wisconsin LLC Sh •i:ird
Address 4801 W 99th St. /
Bloomington Mn 55437 iIrCSTM #226900
Lot Subdivision Date 9/14/20
NE 1/4 SE 1/4S 17 T 28 N/R16 W Township Eau Galle
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
10-
400' Property Line �
Scale = 1 /4" = 10'
400'
B ? V B 1
� 75' `.0 101.5'
100.5'
30'
99.5'
15' ■I:-3
98.5'
10' B.M.* • 9% slope
y Line to 230th St.