HomeMy WebLinkAbout026-1053-10-000 (2) •
pA I D
_ 41LI V A RECEIVED
�r: _ SOIL EVALUATION REPOR1 #113
> tip` S�AY 22g 2021 Poge i of 4
1 a? ' - Department d Safety and Professional,,ertl�.� ( it a S fi
-- r. s " Division of Safety at SuedIngs NatMand Pf+mWnG,Inc
in sccordanca with Gomm 85,Wis.Adm-Coda
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Attach=plate aria plan an paper not less than BX x 11 inches in size- Plan must
Include,but not limited to:vertical and hortzoreal reference port(Bit),direction and p�a(IA.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 02g.905�-10-000
Please Information.
Personal Ytbrhwon you provide may be used for «sweal purposes asprism,l toe.5.15114(1)tn >• i Ati/l!61.14 i17Zb/°p24
Properly Drwaar Proms Location Tony McClelland Govt.Lot SE1/4,SW1/4,S18,T30N.role"•
Property Owner's Malting Address Lots I Block! •1Subd.Name orCan
E5331290th z
City State Zip code Phone Number ❑ City ❑wipe® Town Nearest Road
Glenwood City I WI i 54013 1 715-220-9798 Ridmond 1 1518 95Th St
®New Construction
tise El Residential/Number of bedrooms 3 Code derived design flow rate 450 GPO
❑Replacement ❑ Public or commercial-Describe:
Patent material Glacial°ulwash Flood plain elevation,if applicable ft.
General comments
and recommendations $Lz-•1C_ 4-— S Q->4 e-
1 1 Boring i O Pit Ground surface elev. 102.36 it. Depth to limiting factor >96 in. Soil AppYallon Rate
Horizon Depth Dominant Color Rectos Description Team Shwiura Cons/shim Batadny Roots GPOI
ir
Ip. trr.,seh na Sz.Cont.Color Gr.Sa_Sh.
Tail 19112
• 1.*. ••0-11 10YR3/2 _ Is - 041 on* a 1f • .7 1.6
0 - 2 • ' 12-48 •; 10 YR5f3 -• • - .. . . . - sae .01g- -.. . m .. . a . 1f .. . . 1.6 . '
t
3 48.80 • 11YR6/8 • _ .5 . . -Os➢ not .. •:on 1 _ . .7 .. 1,6 .
• 4 80-96 10YR5/8 s OM m . gs .7 1.6
1:2 Boring* wing
O peg Ground surface elev. 99.71 IL Depth to limiting factor >98 In. spa Applagon�
Horn Depth "!1:IpnIadCola - RedacOestaip:ron Texture Sirudaare consistence Bombe./ 713,0o6 uPuAe
- In. • omen Qu.Br-Coat Cola G Sz.Sh. Ott 1 -9182
1 0-15 9O 3/2 sN 3sbk no* a 1m- •.6 .B
t--
•
•
aid 2sbk my* a.g<} 21 _ A2 ] f -35 10YR5/3 s 092 ml • ate.
} :r.72-98 10YR6/4 .• cos osg nd •' +;85• i - .7 1.6 .
T.
. .
e. ' •Effluent f2 Boo S 30 hragA.and TSS<_30 m9� - -
•ElluentSisBODB>iO<220mg1L , . Ts$=30 _t`ut s CSTNregil-
CST Name(Please Print) 257985 _
- Michael J.Myers •.. _ . -• �' Date Evaluation Conducted Telephoto/Number
Address Northland 130 Awl
less 10/10/2018 715-285-4115
2943 17ona flue Glenwood City,vie d4ot9 as anu
•
RECEIVED
•
Piopdrty Owner Tony Md3eiland pamgi ID# 026-1053-10-000 Page 2 of 4
GI •Boring .
MAY 2 G 2021
3 Boring tF 0 Pd Ground surface elev: 98.29 is Depth b Nr1118119 facer > in. Seg/pplicedon Rate
DHorizon DepthDomloar1Cofer Rados Description Tskhue Structure Cons. ,_. .: Rood v� GPtMt'
tn. Munson Qu.Sz Cord.Color Gr.Sz.Sh. met 13112
•
1 0-25 10YR3/2 Sii 3sbk mvfr is 1m . .6 .8
2 25-53 10YR5/3 sit 2sbk mvfr CS if .4 .6
3 53-99 10YR6/8 s Osg ml im .7 1.6
4 Boring s ®Bgfplg
0 Pit Ground surface elev. 101.82 R Depth to limiting factor >98 la Rate
Hortmn Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPD/R'
In_ &funned Qu.Sz Cont.Color Gr.Sz Sh. 'F]Qt lail 2
1 all 10YR3/2 sl lsbk mvfr Its 2f
2 11-33 10YR5/8 s Osg ml cs .7� 1.6
3 33-88 10YR6/6 cos Osg ml is .7 1.6
3 4 88-98 10YR6/8 S Osg ml cs • .7 1.6
•
.0 v,a..,.lt3- '44 ca.cQ c „Tb/
,/ f__....4...7)
5 t3origf . 9ming
Q PIt Ground surface elev. 103.42 it. Depth to limiting factor >gg in. . Sall Rum
Horizon Dopttl Dominant Color Reda(Desaiplion Texture Structure Caml:tennor Boundary Roots GPM'
In. Murrell Qu.Sz Coat Color Gr.Si..Sh. 'Edit Tan
1 0-6 10YR3/2 Is Osg ml CS if .7 1.6
Z 6-15 10YR5-6 cos Osil=. " ml 6- .7 1.6
-
3 15-78 10YR6/8 S Ong fir cs 21.6
4 78-98 10YR5/6 plot • •Osp- • .. :IIY ._ to .7 1.6
- .
•• in.04y(-4-7.--• Le 4.14.04yFis.0-y.- -
• •Effluent#1=8005>30<220 mall and TSS>30<150 mg& •Effluent 12 s B006<30 mg&and TSS<30 mglL
The Department of Safety and Prxfrssimrl Servicese is an equal opportunity service provider and employer. If you need assistance,o
access services or need material in en alternate format,contact the department at 608-266.3151 or 7TY through Relay.
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RECEIVED
-tatty Owner Tony McClelland parcel # 026-1053-10-000 MAY 2 G 2021 3 cn
6 Boring* ®Ming
P9 Ground surface elev. 99.58 R Depth to IirnWng blitCRQ1 alAJY OD[°Mike Applimition
Horizon Depth Dominer t Color T Radon Description Texture Structure Constance Boundary Roots GPI
ur. !Amman Qu.Sz Cont.Color Gr.Sz
1 0-15 10YR3/2 si 2sbk nark es 2f .6
2 15-35 10YR5/3 sd 2dbk Rdr cs 2f .4 .6
3 35-88 10YR6/8 s 0sg ml cs .7 1.6
3 •St'
4217 g
El
Boring* ?Wing
❑Pit Ground surface elev. ft. Depth to limiting factor In. Soli Application Rate
Horizon Depth Dominant Color Rados Desorption Tenure Struchee Corisistence Bourdaty . Roots GPD/11"
in. Mensal Ou.Sz Cont.Color Gr.Sz.Sh. "nit 'BM
0
El Boring*
Pft Ground surface elev. ft. Depth to liming factor in. Soil Applicettan Rate
Horn Depth Dominant Color Railcar Desertion Teahao Structure Consistence Boundary Boob GPDIIP
In. Mussel( Qu.Sr.Cont.Color Gr.Sz Sh. 'E1112
•
•
. •
Lr
•
•Effluent 81=BODs>30<220 mgA_and TSS>30<150 mg& •Effluent 12=BODE 30 mg1L and TSS<_30 mglL The Department of Safety and Professional Serviccse is so equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format.contact the department at b08-266.3131 or T1Y thruagb Relay.
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