HomeMy WebLinkAbout042-1039-40-010 (2) r " Department of SOIL EVALUATION REPORT #1716
Safety and in accordance with Comm 85,Wis.Adm.Code Page 1 of 4
a Professional Services Schmitt Soil Testing,Inc.
Via.. u>,•.°``�'
County
Attach complete site plan on paper not le h 2 x 11 inches in size. Plan must �C St. Croix
include,but not limited to:vertical and ri t rence point(BM),direction and
percent slope,scale or dimensi ,and ocati
on and distance to ne roa d.a d. Par .
f: 2-1039-40.9e&e
61
Pt a=secondary mation. 0 1 d Dat
Personal information you rovid purposes(Privacy Law,s.1510 (�
(� )) -I
Property Owner Property Location U)Vn-
Brzozowski,Wesley Govt.Lot SW1/4, NW1/4, S15,T29N, R18W
Property Owner's Mailing Address Lot# Block# Subd.N or CSM-#/ n G
809 Grandview Drive q�0 i 1 CS V a 2(p J 1
City State Zip Code Phone Number City []Village ❑ Town Nearest Road
Hudson WI 54016 715-497-7432 Warren 1 120Th St.
New Construction Use: ;;j Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
0 Replacement ❑ Public or commercial-Describe:
Parent material Glacial Till (Jewett Silt Loam) Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a mound system. System elevation is 94.63'based off a contour line established at 93.71'. Depth to limitng
and recommendations: factor is 25'. Slope of area is 4%.
F-11 Boring# ❑Boring
Pit Ground surface elev. 94.31 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-11 10yr3/2 none sil 2mgr mfr as 2vf 0.6 0.8
2 11- 10yr4/4 none sicl 2fsbk mfr gw 1vf 0.4 0.6
3 25-38 7.5yr4/6 c1d 7.5yr6/6 grsl lmsbk mfr gw ------ 0.4 0.7
7.5yr6/2
4 38-60 7.5yr5/6 c2d 7.5yr6/8 sl Om mfr gw ------ 0.2 0.6
7.5yr6/1
5 60-96 5yr4/4 c2d 7.5yr6/8 sl Om mfi ---- ------ 0.2 0.6
7.5yr6/2
Z Boring#
F
❑Boring
Pit Ground surface elev. 94.11 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-11 10yr3/2 none sit 2mgr mvfr as ivf 0.6 0.8
2 11-25 L 10yr4/4 none sil 2msbk mfr gw ivf 0.6 0.8
3 25-42 7.5yr4/4 c1d 7.5yr6/6 sl Om mfr gw ------ 0.2 0.6
7.5yr6/1
c2d 7.5yr6/8 -__-_
4 42-84 5yr4/4 7.5yr6/2
sl Om mfi ---- - 0.2 0.6
*Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS 30 mg/L
5 - <-
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 6/28/2013 715-760-1978
SBD-8330(R.07/00)
Property Owner Brzozowski,Wesley Parcel ID# Part of: 042-1039-40-000 Page 2 of 4
F ` ❑Boring
3 Boring# Pit Ground surface elev. 93.01 ft. Depth to limiting factor 28 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *Eff#2
1 0-10 10yr3/2 none sil 2mgr mvfr as lvf 0.6 0.8
2 10-20 10yr4/4 none A 3msbk mfr gw 1vf 0.6 0.8
3 20-28 10yr4/4 none sl lmsbk mfr gw ------ 0.4 0.7
4 28-42 5yr4/4 c2d 7.5yr6/8 7.5yr6/2 grsl Om mf gw ------ 0.2 0.6
5 42-54 10yr4/6 c2d 10yr6/8 1 r6 2 grsl Om mfi cs ------ 0.2 0.6
6 54-84 10yr5/6 c2d 10yr6/8 sl Om mfi - 0.2 0.6
10yr6/1
I
F Boring
4 Boring# Pit Ground surface elev. 83.41 ft. Depth to limiting factor 29 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 10yr3/2 none sil 2mgr mvfr as 2vf 0.6 0.8
2 12-29 10yr4/4 none sicl 2msbk mfr gw ivf 0.4 0.6
3 - 7.5yr4/4 c1d 7.5yr6/6 sl imsbk mfr gw ------ 0.4 0.7
7.5yr5/2
4 57-84 5yr5/6 c2d 7.5yr6/8 sl Om mfi ---- - 0.2 0.6
7.5yr5/2 -----
F-1 ❑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/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BOD5<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(8.07/00) Schmitt SoN Testing,Inc.
Page_?of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Wesley Brzozowski
Thomas J. Schmitt, CST 227429 Address: 809 Grandview drive
1595 72nd St. City, State, Zip: Hudson,WI 54016
New Richmond, WI 54017
Phone: 715-760-1978 Site Address: 961 120th St.Roberts,WI 54023
Signature � Lot No. : 1
Date l Legal Description: SW1/4 NW1/4 S15 T29N R18W
® Backhoe Pit Township, County: Warren,St Croix County
A Bench Mark 1 El. 100.00'Top of PVC pipe next to NE lot corner.
A Bench Mark 2 El. 94.22'Top of 1"steel lot corner pipe SE lot corner.
Slope= 4% Contour Line El. 93.71' Contour Length 100'
1"=40'
Pit Elevations:
B 1: 94.31'
B2: 94.11'
133: 93.01'
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SW1/4 OF THE NW-1/4 OF SECTION 15,T29N,R18W,
TOWN OF WARREN,ST.CROIX COUNTY,WISCONSIN.
PREPARED FOR: SURVEYOR:
WES BRZOZOWSKI DOUG ZAHLER
809 GRANDVIEW DRIVE S&N LAND SURVEYING 2920
HUDSON,WI 54016 ENLOE ST.SUITE 101
HUDSON,WI 54016
Each Parcel shown on this map is subject to State, LEGEND
County and Township laws,rules and regulations LL
FOUND ALUMINUM COUNTY SECTION O
(i.e.,wetlands,minimum lot size,access to parcel, v W
etc.)Before purchasing or developing any parcel
CORNER MONUMENT ti 8u
O
contact the St.Croix County Zoning Office and SET 1"OUTSIDE DIAMETER BY 18" z o L,
the Town of Warren for advice. O LONG IRON PIPE,WEIGHING 1.13 LBS. W°
PER LINEAR FOOT LL Z r w
w,
EXISTING FENCE Z
NW CORNER 'a Z F
SECTION 15 t;N a a
SCALE: 1' = 150' 3:5?0
w
150 75 0 150 m g
u+ I \Q�
S89°50
n�
'00"E 195.00' \ NO
9.08 14S.92 \Q
145' '45'I J \
S89°50'00"E 339.00'
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N
I
m
I=
Q SEPTILTANK
--11-1'ILJGARACE
nor J
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A �
N y,
O
I 1N DRI_VE-1 _-��J
V LOT 3
m
I
I M z z w 198,894 SQ.FT.(6.86 AC.)TOTAL
SIC 0 267,896 SQ.FT.(6.15 AC.)EXCLUDING R/W
Ci
0 0 I� 1 SHED � O
I w m
II
IwC f 47.14' QG
N89°13'36"E 534.07'
p� I 486.93'
W 98,010 SQ.FT.(2.2S AC)TOTAL I
w N I 89,263 SQ.FT.(1.05 AC)EXCLUDING R/W w I
A
9 LOT 2 p
3.23 N89°13'36"E 534.07
u� 480.84'
c Np8
60' 60 I022�184,w LOT 1 N
0
8 108,898 SO.FT.(2.50 AC.)TOTAL
,aAO I c 96,637 SO.FT.(2.22 AC.)EXCLUDING R/W
p N
1 0' m EAST-WEST 114 LINE 4'
0.97' 473.10' —,—
S89°13'36"W 534.07'
W114 CORNER
I 65' 60' SECTION IS MN1paQii�CD f�Q�nID
——————————
DRAFTED BY: DOUG7.AHL.ER PROJECT:#7192-01 DATE:6/27/13 SHEET 1 OF 2
Parcel #: 042-1039-40-010 03/13/2014 02:14 PM
PAGE 1 OF 1
Alt. Parcel#: 15.29.18.231 B-10 042-TOWN OF WARREN
Current IX ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units
08/26/2013 00 0
Tax Address: Owner(s)' 0=Current Owner, C=Current Co-Owner
0-HARWELL, DAVID W
DAVID W HARWELL C- HARWELL, DAWN M
DAWN M HARWELL
767 ALDRO RD
HUDSON WI 54016
Property Address(es): "=Primary
"953 120TH ST
Districts: SC=School SP=Special
Type Dist# Description
SC 2422 SCH D ST CROIX CENTRAL
SP 1700 WITC Notes:
RETIRED 2013 042-1039-40-000 FOR CSM
26-5956. NEW FOR 2014 LOT 1
042-1039-40-010; LOT 2 042-1039-40-020;
Legal Description: Acres: 2.500 LOT 3 042-1039-40-030.
SEC 15 T29N R18W PT SW NW LOT 01 CSM
26-5956 Parcel History:
Date Doc# Vol/Page Type
08/27/2013 984879 WD
08/26/2013 984739 26/5956 CSM
04/06/2005 791536 2779/005 WD
Plat: "=Primary Tract: (S-T-R 40%16o'/4) Block/Condo Bldg:
"5956-CSM 26-5956 042-2013 15-29N-18W SW NW LOT 01
2014 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 02/12/2014
Description Class Acres Land Improve Total State Reason
Totals for 2014:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery redit: Date: Batch#:
� Claim Count: 0 Certification to
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00