HomeMy WebLinkAbout018-1064-00-050 _'51---at.3i - 113
31WrWisconsin Department of Safety and Professional Services ) Page 1 of Z
Division of Industry Services ,
20Z1 SOIL EVALUATION REPORT
MAY 7 . •
County
Attach completeisiteplan onST Croix
pl paper not less than 8 1 x 11 inches in size.Plan must include.
but not limited tot vertical and horizontal reference int(BM),direction and percent slope. Parcel I.D.
scale or dimensi4ryS:olodharrow,and location and distance to nearest road. 018-1064-00-050
Please print all Information. Rev/��/ye�by � I I Date /ZZ-
Personal information you provide may be used for secondary purposes(Pnvaty Law.s 15 04(1)(m)) Y !//
Property Owner Property Location:
Gene 8 Audrey Aune Govt. Lot: NW V. SW G S28 T 29 N R 17 W
Properly Address Lot# Block Subd. Name or GSM*
TBD 170TH ST 3 7 ct'_`tJ
City State Zip Code Phone Number 0 City 0 Village IDTown Nearest Road
Hammond IWI 154015 I I Hammond 1170TH ST
)New Construction Use:ill Residential)Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑Public or commercial-Describe:
Parent material Loess over loamy till over sandy residuum(Arland sit) Floodplain elevation if applicable NA R. Zo(,...,e-
General comments and recommendations: Recommend minimum 12'sand-1R POWTS mound on 100.00 contour between borings Bt-a3 with 0.4gpollt2 Wading rate.
LF.24'(Redoxlmorpnic features)
1 Boring# ❑Boring
m Pit Ground surface elev.99.20 ft. Depth to limiting factor 41 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz. Sh. •Etf#1 •Eff#2
1 0-10 10YR 3/2 - fsl 2f-msbk mvfr gs 1f-vf 0.4 0.8
2 10-23 10YR 3/3 - fsl 2f-mabk mvfr gee 1vf 0.4 0.8
3 23-30 10YR4/4 - fsl 2fabk mfr cw 1vf 0.4 0.8
4 30-41 10YR4/4 - scl 2mabk mfr gw - 0.4 0.6
5 41-52 10YR 3/6 111 10YR 5/8 S 10YR 6/2 stl 1 csbk mfr-mfi cw - 0.2 0.3
6 52-64 10YR 4/6 cid 7.5YR 4/8 a 7.5YR 5/2 sl lcsbkOm mfr-mfi - - 0.2 0.6
2 Boring# 0 Boring
IN Pit Ground surface elev.100.00 ft. Depth to limiting factor 24 in.
1 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure I Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr Sz.Sh. •Eff#1 •Eff#2
1 0-8 10YR 3/3 - fsl 2fsbk mvfr gs 1f-vf 0.4 0.8
2 8-13 10YR 3/4 - fsl 2f-msbk mfr cw 1f-vf 0.4 0.8
3 13-17 10YR 5/4 - Ifs Osg loose gw 1vf 0.5 1.0
4 17-24 2.5Y 7/4 - fs Osg loose cw - 0.5 1.0
5 24-42 2.5Y 7/4 c1d 10YR 4/6 d 10YR 5/1 fs Osg loose gw - 0.5 1.0
6 42-54 2.5Y 8/4 red 10YR 4/6 6 10YR 7/2 fs Osg loose - - 0.5 1.0
'Horizon 5 also had 1'thioc bands of 10YR 6/F fsl
•Effluent#1 =BOD, >30 s 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L
CST Name(Please Print) Signature CST Number
Ryan Bethel SP-111500001
Address Date Evaluation Conducted Telephone Number
779 Spring Creek RD S,Red Wing,MN 55066 04/28/21 (651)327-0074
SBD-8330(R04/15)
•
D Boring
3 Boring# El Pit Ground surface elev.98.50 ft. Depth to limiting factor 37 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az Cont Color Gr.Sz.Sh. 'ER#1 'Eff#2
1 0-9 10YR 3/3 - fsl 2f-msbk mvfr gs tm-vf 0.4 0.8
2 9-17 10YR 3/3 - fsl 2fsbk mfr gw 1f-vf 0.4 0.8
3 17-27 10YR 3/4 - fsl 2fabk mfr 9w 1vf 0.4 0.8
4 27-37 10YR 4/4 - fsl-scl 2mabk mfr-mfi cw - 0.4 0.6
5 37-54 10YR 3/6 c1d 7.5YR 5r8 a 7.5YR 62 scl 2mabk mfi gw - 0.4 0.6
6 54-62 10YR 4/4 m2d 7.5YR 4/6 a 76YR 52 Si 1 csbk-0m mfr-mfi - - 0.2 0.6
4 Boring# El Boring 101.20 15
❑� Pit Ground surface elev. ft. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/Ftz
In. Munsell Qu.Az.Cont.Color Gr.Sz Sh. E1f#1 Eff#2
1 0-10 10YR 3/3 _ - fsl 2f-msbk mfr cs 1f-vf 0.4 0.8
2 10-15 10YR 6/4 - fs 0sg loose gw 1f-vf 0.5 1.0
3 15-24 2.5Y 8/3 c1d 10YR 4/8 a 10YR 62 fs 0sg loose cw iv( 0.5 1.0
4 24-31 2.5Y 8/4 m1 d 10YR 4/6&10YR 72 fs Osg loose as - 0.5 1.0
5 31+ Wan*Offinten+.d SS8R - - - - - - - -
❑Boring
5 Boring# 0 Pit Ground surface elev. ft. Depth to limiting factor_in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 •Ef#2
'Effluent#1 =BOD.>30 5 220 mg/L and TSS>30 s 150 mg/L • Effluent#2=BOD. >30 5 220 mg/L and TSS>30 5 150 mg/L
g \I j 170TH ST I El nia I 1 1 nia nin —-�tl AIMS
1 S p
61 I A f(cij
1\ \% 9 . In I
E6€a \\'1 \\ 0 4
^31 4 -1m C\ \ LI— > PIv r I
° 3i I\ \ :* o
yy� N R, u I I \ \
0 I ass I 1 I \\\ \\\
N i i \\ \\ .0 Iv
1 O
I I \\ \\ �,r\
I \I
\ \\ •
1 I
11
1 I
d
\\\ \\` \O
I II
`, •�,
I
• •
I I `, \,
I I `.
I I `\ '4p `\ m
I < I I \\b(.6 N. <
1 j \\•
or ' °11 \\�O• '``\\ 3 n
1 2 i s I \ \`\ 3d
I A I \\ o.
/ \ o n \
Cn 1 I
I 1 • Or \I
\ \\ a. i D
I
I g I I \ 1 \ cD
E I I \ 1
1 \\ ^
I I \ % \ 1 \1 z l 7
ii
I I \ l 1
\ \ .m
3- 11 I pog,,� \ \ r l — LZ i
I 1 rop� \ O
$ g I' ' �s 24 \rq'$e° /JL p J
I
i R 1 • o * a 3
�^ � j
y ,
a
1 - i --3------ --
Ill
a
I - _ __
4 1 ' n d g __
re at
9. 4e. 6 1 i 0 q 1
3 $ 8 T
'-' -1 0 z m , p r i C I .
.- S 1F i i
IIMITHST C p R
R
�.Ip+ 4 g n , S 6 �' fI i ✓�
g 'f
qQ 3 A § '; i E E `• \� F 1 1g1� x
7{ y d m a 7
nFe a � i g m
V Q
N a
d I 8
-
• -1 \ -; '7 i ' ".
• 2
I''j '' I \ : i • , • / / 7 r /,', -
Ji Y g r---
g ci, r...) —
5 E
7J !S:
( i ,
0 m 41'. : j i
/ id; ________, , - -1
c.n (
\ \ c ( ( 1 i\\ \"\ ‘\ tA,
,.. . '. \
1 ! • \\\
. '. ': ' ,..'. .-'4-C: • . ). .j: . - - ..-.1.. , \\ -- ,cf)'' r-, .
2 ° ( . •
.., ,... 1
4. ?--- • ----- ------f:„..,1 ) 1)
\ '''''•.,.L.,,:l i e '
*
-'1('
,1E -- "f:-.--' / t'.11111>....--- ...,-
Q1 ../ ...
"7 • . . ",.? ?%.:2101doelr•-'--- ' ",e< - ' 41.- - —‘.7•• • • •
..S•g.' '-r-'-'--•-•-,-- •- ,"'"' /•• '--•••......
OH k)(i ', ._(- '-'7N„.,•,)
.1.: ......1/ I /
' ...-.... ...../,__,.=.,:.::..,<,''-' ol•X _../
,^.
----, TO
i rg 1 i) l I 0 (72 cn
.,..4-- '. - -•,-=--- -
?:.
1:__
..........-- , ,.. ., , .....4--..-ii„,..r.e.„:.,.....: ...... .7...-..-= 0
..,.., .....„. ........,,,..... • ....-. f,... . ,...„, 1
§ .
K .... --.....- _—. • , ,.._.,.,---
-•,-•„: ..---, •,. \ ' ' '. /...•••/' •
't 1 ,. , >
414-\' 's . '. -.'\ '• )111 "c /// ) 'I4t I r-: , a
t
- ----i i N N
,
(-D
I/ ' /
i z z
m m " ,..„77_7',/..). r) r . ••
A A
• • ii/(..-: . - -0
§ ,
g ts...._. ,
.. .._....
r.g. ›
..<
' .. ,4 . _Vfe-01...
id,":%:".'".--: : 3.,:• (1 .;) '
4f. • .,...,,.. Al 706 • ,,,. .\ .;...... -it-n.. . ,..".40.- q.let.,:r )3X(r-i--t,-E-Int
1 1 i
(.,...„....:N\,,...\/ /41, . J , '
t., -
\\,\? \ 7:,•/../...,./'..- S4- "'
— s._
- 8 '-., ..... ,r...-
-
I j 8 : :
k-\\41,44..,,:7-,•,,t; ,.....-7.---77V t ::
1 g - ....
1 1 -
_._; 1 h• "s
11 f -r
§ — I
- g .
. w