HomeMy WebLinkAbout040-1322-14-000 NVisconsin SOIL EVALUATION REPORT #1984
Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.Q ! _
Please print all inform;�(fi[ Rev ed B y Date
Personal information you provide may be a fo �'arivacy aw,s.15.04(1)(m)). /j� /7 O�
Property Owner I Property Location
Tom And Renee Patnode 20QQ Govt.Lot na NW /4, SE1/4, S19,T28N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
225 Cty Rd F IX COUNTY 14 na Troy Overlook
City State lip Co e• Phone Numb e ❑ City ❑Village ❑ Town Nearest Road
Hudson WI 1 1 715-531-0525 Troy I Cty Rd F
❑ New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement ❑ Public or commercial-Describe: na
Parent material Limestone uplands covered by glacial till Flood plain elevation,if applicable na ft.
General comments Mound design, system elevation 101.00ft based on contour line elevation 100.00ft. Minimuum 12 inches
and recommendations: of ASTM33 mound sand.
FT] Boring# Z Ground surface elev. 100.00 ft. Depth to limiting factor 24 -/ in.
❑ P 9 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 10yr3/1 none sil 2msbk dfr cs 1vf .6 .8
2 9-24 10yr4/4 none sil 2msbk mfr cs na .6 .8
3 24-50 7.5yr4/4 none scl orh na gw na .0 .0
4 50- 10yr6/8 none Fractured limestone na na na .0 .0
Boring# ❑ Ground surface elev. 100.00 ft. Depth to limiting factor 24 ❑. 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 10yr3/1 none sil 2msbk dfr cs 1vf .6 .8
2 8-24 10yr4/4 none sil 2msbk mfr cs na .6 .8
3 24-60 7.5yr4/4 none sl/Is (:F:) na gw na .2 .6
4 60-70 10yr6/8 none Fractured limestone na na na .0 .0
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 /L *Effluent#2=BODS<30 mg/L and TSS S.30 mg/L
CST Name(Please Print) r Signa9lr CST Number
David J. Steel �'_l� 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St.Baldwin,WI 54002 10/3/2006 715-760-0347
SBD-8330(R.07/00)
Property owner Tom And Renee Patnode Parcel ID# pending Page 2 of 3
Boring# ❑ Ground surface elev. 97.60 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 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 8-21 10yr4/4 none sil 2msbk mfr gw na .6 .8
3 21-51 7.5yr4/4 none sicl 2msbk na gw na .4 .6
4 51-80 7.5yr4/6 none sl/Is om ) na gw na .2 .6
5 80-90 10yr7/4 none andston residumm na na na .0 .0
F-1 Boring# ❑ 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
F] Boring# FE 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#t *Eff#2
*Effluent#1 =BODS>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) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Tom & Renee Patnode 994 200" St.
CST-POWTSM NW1/4,SE1/4,S19,T28N,R19W Baldwin, WI 54002
Lic. #248956 Town of Troy, St Croix Co. Direct 715-760-0347
Troy Overlook, Lot 14 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use.
The location of this test may or may not be as shown,as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1"=40'
♦ =Benchmark Ele. 100.00 ft
Top of 3/4"pvc pipe
• =Alt Benchmark Ele. 100.00 ft
Top of 3/4"pvc pipe
� �, ❑ =Borings
131 13 r �` ��� ~ Boring Elevations
BI = 100.00 ft
B2= 100.00 ft
ri t� L B3 = 97.60 ft
B4= 0.00 ft
h0 F-
�4�¢
� 0c) /
i
),00 I d X"
I o s3o UNPLATTED �[_.
0
Ln
/ ZONED': AiGRI UL
ouTLOT 1
NORTH LINE OIF THE 4
co
CONSERVATION
E S 89' 18
93 6
24.91
--1—_-- --- —
�, ----�-- -----'----
------ 6.0
, 6.0
M N 89'42'0
- A
z t34�.2t o 6418_ °
rj
° 2 _
n
t .n.f�
T 15 i� LOT 13- -.
LOT 14�
I N M''S9'48" Er , * I 60 /
,ter i
r
i 9
OD
I .
( ,.q / I I. - Lam•` �-�
s - -
" N
1 ,
LOT' 1
C4 2
y. V c° 1 �ok°���
i
1'1 01„ _�/ \54_6- , z r
0 57, 00' -- 188.80' MW
----
-� EAST 26'co E� LOT 8 I 120 EAST 6
85.71�) Q
Lr>
I ` *,9 ---- Lo
` /�
O �, "':_.., ,�
-
... LOT/7