HomeMy WebLinkAbout030-1089-50-000 r1'(^�', M_ CST- sal s• - /. 6,
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�ePa VALUATION REPORT #1937
'_ Safety and 1 ccorda ea wittl!A WillAdrt�de Page 1 of 4
_ = Professional Sery Q g 20�� j; �[ 1 y�DD j(Cf OM �f�Schmitt Sod Testing,Inc.
Attach complete site plan oe paper not ' 11 inches Lkw.-PbrMr�iM� County
include.but not limited to'.v�rt'1ca I a (BM),directto end s St.Croix
percent slope,scale or dtmenah4ilf and distance to nearest roekh penal I.D.
030-1089-50-000
Please print all Information. }�d , / D 7
Personal information you provide may be used to semrldary purposes(Privacy Law,s 15 04(1)(m)). R r5c n� ! L r 1 //z /2- Z
Property Owner Property Location �l lITT� iP
Bradley, Daphne Thurman Govt.Lot SE1/4, SE1/4,S30,T30N,R19W
Property Owners Mailing Address Lot I Block I Subd.Name or CSMe
390 Old E West NA I NA
City State Zip Code Phone Number Li City 'vglaps 0 Town Nearest Reed
Houlton I WI 1 54082 1 715-549-6321 St.Joseph 1 Old E West
New Construction Use: U Residential/Number of bedrooms 3 Code derived design flow rate 450 GPO
Replacement ❑ Public or commercial-Describe:
/ � ZeYtc >C
Parent material Glacial Till(Amery Series) 4 rives Flood plain elevation,if applicable NA ft.
General comments Replacement area is suitable for a moundr�Csy n. System elevation is 102.96'based off the contour line established at 101.96'.
and recommendations: Depth to limiting factor is 24'. Slope of area is 15%.
1 Boring a L Boring
f Pit Ground surface elev. 102.77 ft Depth to limiting factor 24 in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOIR'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ent 'EIfa2
1 0-10 10yr3/3 none I I 2rngr mvfr as 1f,2vf 0.6 0.8
) . _
2 10-20 loyr5/3 none I I 2msbk mfr 9W 2vf 0.6 0.8
3 20-24 7.5yr4/4 none sl 2msbk mfr gw lvf 0.6 1.0
4 24-30 5yr4/4 c2d7.5yr6/6 1 sl
7.Syr6/2 lmsbk mfr gw lvf 0.4 0.7 5 30-54 5yr4/4 c2d 7.5yr6/6 It Si 7.5yr6/1 1 Om mu ---- _-_- 0.2 0.6
2 Boring I ril Boring
pft Ground surface elev. 102.77 ft. Depth to limiting factor 29 in. Sol Applicition Rate
Horizon Depth Dominant Color ' Redox Description Texture Structure Consistence Boundary Roots GPDAt'
In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'EIle1 •EIM2
1 0-8 1oyr3/3 • none I 2mgr mvfr as lf,2vf 0.6 0.8
2 8-17 10yr5/3 none I 2msbk mfr gw 2vf 0.6 0.8
3 17-23 10yr4/4 none sd 2fsbk mfr gw lvf 0.4 0.6
4 23-29 7.5yr4/4 none sl lmsbk rnfr gw lvf 0.4 0.7
5 29-39 5yr4/4 c2d 7.5yr6/6 7.5yr6/1 SI Om mfi gw 0.2 0.6
6 39-57 7.5yr4/6 rn2d
sta6l 8 Si Om mfi - - 0.2 0.6
'Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/I. •Effluent#2=BODS<30 mg/L and TSS s30 mg/L
CST Name(Please Print) Signature / CST Number
Thomas J. Schmitt `-_- 227429
Address Schmitt Soil Testing,Inc. Jr�Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 6/11/2018 715-760-1978
Site-sme R.a7/0o)
Property Owner Braddey,Daphne Thurman Parcel ID# 030-1089-50-000 Page 2 of 4
3 Boring# Pit Ground surface elev. 99.27 rt. Depth to limiting factor
25 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/rt'
in. MunseN Ou.Sz.Cont.Color Gr.Sz.Sh. •Ee#1 *Etta
1 0-8 1Oyr3/3 none I 2mgr mvfr as lf,2vf 0.6 0.8
2 8-15 10yr5/3 none sil 2rnsbk mvfr Ow 2vf 0.6 0.8
3 15-25 7.5yr4/4 none grsl lmsbk mvfr as lvf 0.4 0.7
4 25-56 5yr4/4 c2d 7.Syr6/8 grsl 0m MO — -- 0.2 0.6
7.906/2
Boring
Boring# 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.Ir _
in. Munsell Qu.Sz.Cont.Color Gr Sz.Sh 'E1s1 •Et1#2
.
Boring
Boring# Pit Ground surface elev. ft. Depth to limiting factor in,
Soil AppNCation Rate
Horizon Depth Dominant Color Redox Description Texture 1 Structure Consistence Boundary Roots GPM'
in. . Munsell Qu.Sz.Cont.Color Gr.Sz. Sh. 'Ent •Ea#2
•Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L •Effluent#2=BODs<30 mg/L and TSS<30 mg/L.
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SAD-5330(A07/00) Setae Sal Telling,Inc.
Page 3 of 4
Conducted by: Conducted For.
Schmitt&Sons Excavating, Inc.. Name: Daphne Thurman Brackley
Thomas J. Schmitt, CST 227429 Address: 390 Old E West
588 Valley View Trail City, State, Zip: Houlton,WI 54082
Somerset,W 154025
Phone: 715-760 1978�// PID: 030-1089-50-000
sgnw,. �� 2.�.-� Lot No. : 390 Old E West
Dame d '- // Qb/k Legal Description: SE1/4 SE1/4 S30 T3ON R19W
• Backhoe Pit Township, County: St.Joseph,St.Croix County
A Bench Mark 1 El. 100.00'Top of 1 1/4"PVC pipe
L. Bench Mark 2 El.96.69'top of 1 1/4'PVC pipe by garden fence
Slope= 15%
Scale 1"=60' Contour Line El. 101.96' Contour Line Length 75'
NA
67)
NOTE: For full view of Lot see Aerial Photo
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