HomeMy WebLinkAbout032-1003-60-050 (2)■
`"� `"``i #1715
' 4 Department of SOIL EVALUATION REPORT
I F e Page 1 of 6
f . Safety and in accordaiswi)cq�►nj Wis.Adm.Code
t, , $ Professional Services !/�1 1 Schmitt Soil Testing,Inc.
it, County
Attach complete site plan on paper not less than 8%x 1 es in • t St.Croix
include,but not limited to:vertical and horizontal reference poinT( ,direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 032-1003-60-050
Please print all information.^�1 Rev ewed r Da
Personal information you provide may be usedll��ry�i�s(Privacy Law,s.15.04(1)(m)). UL",l,L,y` I '?I/( I ( /
Property Owner Property Location
Seliski,Ronald JUL 23 2013 Govt.Lot 1/4, NE1/4,S2,T31N,R19W
Property Owner's Mailing Address Lot# ' Block# Sum.�� SM �� !I
1013 Sibley Memorial Hwy No.219 ST CROIX COUNTY QL . A-
City State Zip Code-'Phone Number 11 City ❑Village el Town Nearest Road
Mendota Heights 1 MN 1 55118 1 612-986-9142 Somerset I 236Th Ave.
El New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement ❑ Public or commercial-Describe:
Parent material Outwash(PmD Plainfield loamy sand) Flood plain elevation,if applicable NA ft.
General comments Area is suitalbe for a conventional system with a 0.7gpd/sqft rate. Possible system elevation for Area 1 is(high trench)91.40',(low
and recommendations: trench)90.8'. ..- , �, 1�, f") c a 4- '_.t� ? '
�(�J / .
hi e'���i►i it
Li Boring i 14 1 al
1 Boring#
Pit Ground surface elev. 96.37 ft. Depth to limiting factor 108+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 "Eff#2
1 0-10 10yr3/3 none sl lfsbk mfr cs 2vf 0.4 0.7
2 10-22 10yr5/6 none grcos Osg ml cs lvf 0.7 1.6
3 22-108 10yr6/4 none s Osg ml ---- 0.7 1.6
2 Boring# ❑Boring
Pit Ground surface elev. 94.47 ft. Depth to limiting factor 107+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 "Eff#2
1 0-18 10yr3/3 none sl ifsbk mfr gw 2vf 0.4 0.7
2 18-36 10yr4/6 none sl lmsbk mfr gw 1vf 0.4 0.7
3 _3� 7.5yr5/6 none s Osg ml cs 0.7 1.6
4 55-107 10yr6/4 none S Osg ml ---- 0.7 1.6
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt Signature: 227429
Address Schmitt Soil Testing,Inc. / Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 6/7/2013 715-760-1978
SBD-8330(R.07/00)
Property Owner Seliski, Ronald Parcel ID# 032-1003-60-050 Page 2 of 6
3 Boring
Boring# M pit Ground surface elev. 94.47 ft. Depth to limiting factor 104+ in.
•
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-12 10yr3/3 none sl lfsbk mfr gw 2vf 0.4 0.7
2 12-27 7.5yr5/6 none sl lmsbk mfr gw 1vf 0.4 0.7
3 27-39 10yr5/6 none grcos Osg ml cs 0.7 1.6
4 39-104 10yr6/4 none s Osg ml ---- 0.7 1.6
E Boring
4 Boring# Pit Ground surface elev. 96.37 ft. Depth to limiting factor 72+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-13 10yr3/3 none sl lfsbk mfr gw 2vf 0.4 0.7
2 13-29 7.5yr5/6 none sl lmsbk mfr gw lvf 0.4 0.7
3 29-37 10yr5/6 none grcos Osg ml gw 0.7 1.6
4 37-72 10yr6/4 none s Osg ml ---- 0.7 1.6
E Boring
5 Boring# Pit Ground surface elev. 97.17 ft. Depth to limiting factor 72+ in.
L� Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color _ Gr.Sz.Sh. *Eff#1 •Efr#2
1 0-33 10yr3/3 fill sl ---- cs 2vf --- ---
2 33-43 10yr5/4 none sl lmsbk mfr gw lvf 0.4 0.7
3 43-72 10yr5/6 none
-..co-'s Osg ml ---- 0.7 1.6
(.41 O A44.1..2? 71 ) `]?(' �1.2 4 (Pa i.
1
12 l'.6 Y et'k-,�ch .sue c
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330(R.07/00) Schmitt Sod Testing,Inc.
Property Owner Seliski, Ronald Parcel ID# 032-1003-60-050 Page 3 of 6
6 Boring# El Boring
Pit Ground surface elev. 97.77 ft. Depth to limiting factor 51 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sl 2mgr mvfr cs 2vf 0.6 1.0
2 8-17 10yr4/3 none sl 2msbk mfr gw 1vf 0.6 1.0
3 17-31 10yr5/6 none Is Osg mfr gw 1vf 0.7 1.6
4 31-51 10yr5/4 none grls Osg ml cs 0.7 1.6
5 51-65 10yr5/6 c2 5yi5/3/6
7.5yr5/3 Ivfs lcsbk mfr cs 0.4 0.6
7 _
6 65-78 5yr4/4 m2d 7.5yr6/8 7.5yr5/3 sI 2mpl mfr cs 0.0 0.2
7 78-100 10yr6/4 none grcos Osg ml ---- 0.7 1.6
[1]7 Boring# Boring
i! Pit Ground surface elev. 97.77 ft. Depth to limiting factor 67 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-46 10yr3/3 FILL sl --- cs 1vf ---- ----
2 46-54 10yr3/4 none sl 2fsbk mfr gw ---- 0.6 1.0
3 54-67 10yr5/6 none fs lcsbk mvfr gw 0.5 1.0
4 67-93 7.5yr5/6 c2d 5yr6/8 Ifs lcsbk mvfr cs 0.5 1.0
5yr5/3
5 93-100 10yr6/4 none fs Osg ml ---- 0.5 1.0
8 F�Boring
Boring# pit Ground surface elev. 96.27 ft. Depth to limiting factor 49 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-23 10yr3/3 fill sl lmsbk mfr gw 2vf 0.4 0.7
2 23-49 10yr3/1 none sil lmsbk mfr 9w lvf 0.4 0.6
3 49-79 10yr5/4 c2 y6
1 0r6 I1 sl Om mfr ---- 0.2 0.6
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<30 mg/L
-
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330(R.07/00) Schmitt Soil Testing,Inc.
Property Owner Seliski,Ronald Parcel ID# 032-1003-60-050 Page 4 of 6
Boring
9 Boring# ❑Pit Ground surface elev. 93.97 ft. Depth to limiting factor 72+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-15 10yr4/3 none sl lmsbk mfr gw lvf 0.4 0.7
2 15-37 10yr4/4 none Is lcsbk mvfr gw lvf 0.7 1.6
3 37-45 10yr4/6 none sl 2msbk mfr gw 1vf 0.6 1.0
4 45-59 7.5yr5/4 none cos Osg ml es 0.7 1.6
5 59-72 10yr6/4 none s Osg ml ---- 0.7 1.6
❑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/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#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/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1=BOD5>30<220 mg/L and TSS>30 c 150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<_30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-6330(R.07/00) Schmitt Soil Testing,Inc.
Page 5 of 6
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Ronald Seliski
Thomas J. Schmitt, CST 227429 Address: 1013 Sibley Memorial Hwy No.219
1595 72nd St. City, State, Zip: Mendota Heights,MN 55118
New Richmond, WI 54017
Phone: 71 8 ,� ��^ '�` PID: 032-1003-60-050
signature® Lot No. : NA(51.96)
Date '7— /..3 Legal Description: NE1/4 S2 T31N R19W
Backhoe Pit Township, County: Somerset,St Croix County
Bench Mark 1 El. 100.00'Top of 2" PVC pipe.
Bench Mark 2 El. 94.16'Top of 2" PVC pipe
Slope= 7',%
1"=40'
114- c 4/70') 1/0114 .2.3' i/d a9/' I ,22 ' ‘ 9 02/" /11r _.
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Department of SOIL EVALUATION REPORT #1693
. _ !tp Safety and ,,V`'e� in accordance with Comm 85,Wis.Adm. Page 1 of 4
+� � ProfeSglgtpliCES A, '' Schmitt Soil Testing,Inc.
" �``'�'' County
Attach complete site plan on pap otl than 8%x 11 inches in size. Plan must St.Croix
include,but not limited to:volikaltaial hdhiiontal reference point(BM),direction and
percent slope,scale or dinl$Mons,north arrwsnd location and distance to nearest road. Parcel I.D.
t{u"'-l G 2-1003-60-050
P/sia ��ll information.
NN Re awed B � Dat _
Personal information you pi6fe may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). -7
Property Owner Property Location
Seliski, Ronald Govt.Lot 1/4, NE1/4,S2,T31N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Na a or CSM#
1013 Sibley Memorial Hwy No.219 Pa Ne k -5/41
City State Zip Code Phone Number Ci ty []Village g El Town Neirest Road
Mendota Heights 1 MN 1 55118 1 612-986-9142 Somerset I 236Th Ave.
New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
n Replacement ❑ Public or commercial-Describe:
Parent material Outwash(PmD Plainfield loamy sand) Flood plain elevation,if applicable NA ft.
General comments Area is suitalbe for a conventional system with a 0.5gpd/sqft rate. Possible system elevation for Area 1 is 97.50'(high trench)95.50'
and recommendations: (low trench). Slope of area is 17%.
e.,2_ 2.0aP 1-__07-1 /- Yid, 3.m.d
❑Boring
1 Boring# Pit Ground surface elev. 100.25 ft. Depth to limiting factor 108 in.
❑ p g Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Efflt1 *Eff#2
1 0-5 10yr3/3 none sl 2mgr mvfr as 2f, 1v 0.6 1.0
2 5-27 10yr4/6 none grfs Osg ml gw 3f, 2v 0.5 1.0
3 27-64 10yr5/6 none grfs Osg ml cs if, 1v 0.5 1.0
4 64-108 10yr5/6 none fs Osg ml cs 075 1.0
5 108-115 10yr5/3 m2d 10yr6/6 10yr6/2 vfsl Om mfr ---- 0.2 0.5
-))370" 340'"dialAe- / '4 - 72 //emsa-
2 Boring# Boring
❑Pit Ground surface elev. 100.25 ft. Depth to limiting factor 114+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-14 10yr3/2 none Ifs lcsbk mvfr as 2m,2vf 0.5 1.0
2 14-42 10yr4/6 none Ifs Osg ml gw 2vf 0.5 1.0
3 42-60 7.5yr5/6 none _ fs Osg ml gw 015 1.0
4 60-114 10yr6/4 none fs Osg ml ---- 0.5 1.0
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J. Schmitt ' / 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 7/7/2012 715-760-1978
SBD-8330(R07/00)
Property Owner Seliski, Ronald Parcel ID# 032-1003-60-050 Page 2 of 4
LI Boring
3 Boring# Z Pit Ground surface elev. 93.33 ft. Depth to limiting factor 70 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 10yr3/3 none sl 2mgr mvfr as 2f,1vf 0.6 1.0
2 9-26 10yr4/6 none Ifs lcsbk mvfr gw 2m,lvf 0.5 1.0
3 26-70 10yr5/6 none fs Osg ml cs CD 1.0
m2d 10yr6/6
4 70-98 10yr5/3 1Oyr6/1 sil lmsbk mfr ---- 0.4c 0.6
L119-]Boring
4 Boring# Pit Ground surface elev. 98.07 ft. Depth to limiting factor 104 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-6 10yr3/2 none sl 2mgr mvfr as lm,lvf 0.6 1.0
2 6-54 10yr5/6 none grfs Osg ml gw 1m,lvf 0.5 1.0
3 54-104 10yr5/6 none Ifs Osg ml cs 0.5 1.0
4 104-110 10yr5/3 m2d 30yr6/6 sil Om mfr ---- 0.0 0.2
10yr6/1 _
$
❑Boring
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.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =8005>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330(R.07/00) Schmitt Soil Testing,Inc.
Page 3 of4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Ronald Seliski
Thomas J. Schmitt, CST 227429 Address: 1013 Sibley Memorial Hwy No.219
1595 72nd St. City, State, Zip: Mendota Heights,MN 55118
New Richmond, WI 54017
Phone: 715-760-1978 PI D: 032-1003-60-050
Sig = �• - Lot No. : NA 50 Acre Parcel
Date 7— 7- •/.2 Legal Description: NE1/4 S2 T31N R19W
• Backhoe Pit Township, County: Somerset,St.Croix County
A Bench Mark 1 El. 100.00'Top of 2'pvc pipe.
, Bench Mark 2 El. 102.87'Top of 2"pvc pipe. p
Slope= 17%
1"=40'
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