HomeMy WebLinkAbout026-1141-02-000 (6) •
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• III a`�11dfN 1 4SOIL EVALUATION REPORT r2104
rs PrOfesblOnal S>? es1 0 2021n accordance w*h Comm 85.Wis Adm Code I 1 Page 1 of 3
' ,� (153 /Z l f r Ay(. Schml t Soil Tesbng,Inc
Attach come**in. on I 1 nehes n size Plan must County
Include.but not breed . adel y g �porn(BM).direction and St Croix
percent slope.sale or s.north arrow and location and distance to nearest road Panoal I D
028-1141-02-000
Please print all information. Rev1/paved -! /-z_-z_-.
Pe/awl nnormtsn You Doe may be used Idr secondary purpces(Prvecy len s 1504(I)(mil I1 `'S` / — 7
Propsdy Owner [ t t
Property Location
Thayer. Ryan. G Govl Lot SE1/4, SW1/4, S33, T3ON,R18W
Property Owners Mailing Address Lots Blocks Subd Name or CSM#
1153 121st Ave. 2 Duck Pond Escape
City State 21p Code Phone Number
City Village Town Nearest Road
New Richmond WI 54017 Richmond 121St Ave.
New Construction Use Residential I Number of bedrooms 3 Code derived design flow rate 450 GPO
Replacement Public Of COMM UCel-Describe � ,/
Parent material Till over Sand&Gravel (Jewett Silt Loaml Flood plan elevation,ri apd11E161e `.�NA h
General comments Replacement area is suitable for a conventional system with a 0 4 gpdisgh rate Possible system elevation for replacerent area is
and recommendations 99 50' Sloped area is 2% / I n
ND >r1- a c yt n 4! (0'I,JU i 01 (/Ib1i► lc"-c TLZSf Wen .
1 Soong
s Pa Ground surface ebv 101.58 II Depth to Muting factor 84+ in 1 Sole Application Rate
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Honzon • Depth Dominant Color Redox Descnpbon Texture Structure Consistence Boundary Roots GPO/M
in Munsea Ou Sz Corn Color Gr Sz Sh 'VW I •Ema2
1 0-8 10yr3/3 none sit 2mgr mvfr as 2vf 0.6 0.8
2 8-12 10yr3/3 none ell lmsbk mfr gw lvf 0.4 0.6
3 12-28 10yr4/6 none grsl lmsbk mfr gw 114 0.4 0.7
4 28-36 10yr5/6 none sil 2msbk mfr gw lvf 0.6 0.8
5 36-61 10yr6/4 none s Osg ml as .- 0.7 1.6
6 ' 61-84 5yr4/4 none sl Om mfr ---- --- 0.2 0.6
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2 Borings Boring
Pit Ground surface elev 102.0 ft Depth to limiting factor 89+ In ISorl Application Rate
Horizon ' Depth Dominant Color ! Redox Description Texture Structure 'Consistence Boundary Roots GPD/Rr
in Munsel Ou Sz Cont Color Gr Sz Sh •EIMI I 'EM2
1 0-9 10yr3/3 none sil 2mgr mfr as 2vf 0.6 0.8
2 9-12 10yr3/3 none sil 2fsbk mfr gw lvf 0.6 0.8
3 12-29 10yr4/4 none gist 2msbk mfr gw lvf 0.6 1.0
4 29-48 10yr5/6 none grsl 2msbk mfr gw lvf 0.6 1.0
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5 48-62 10yr5/6 none grsl lmsbk mfr gw 0.4 0.7
•
6 62-89 5yr6/4 none st Om ml ---- 0.2 0.6
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Effluent 01 *BOO S>30<220 mg/L and TSS>30 150 mgti •Effluent s2=8005<30 mgll and TSS t 30 mg/L
CST Name(Please Print) S gnature CST Number
Thomas J. Schmitt �++�../ 227429
Address Schmitt Soil Testing.Inc / Date Evaluation Conducted Telephone Number
1595 72nd St New Richmond.WI 54017 5/13/2021 715-780-1978
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