HomeMy WebLinkAbout026-1052-10-100 (2) C5T Joa ( _-i/4
i i Depa . SOIL • LUA • - • - N2128
_ . AIOV O 2a07511Page 1 of 4
• .., s = and with Comm 85,Wit. 4dm.
1, , _ Profession: 2 ST, Schmitt Soil Testing,Inc.
• �°Attach complete site plan on p1per not less•1hit 8'%x'Tf i 1 s i size. Plan must St.Croix
include,but not limited to:verti1al {lodspAtes .• .,,.- .:f'. .:M),di County rection and
percent slope,scale or dimens. -, . '. ,and location and distance to nearest road. Parcel I.D.
Please print all information. e d 0/28-/1062-10-100 _
Date
Personal information you provide may be used for secondary purposes(Pnvacy Law,s. 15.04(1)(m)) R /!,,h� 1,L.e t1 ( 1 7/5/7-"Z
Property Owner Property Location /lCC !!!�'�(CC / K
Jackson, Bryan&Jessica Gov.Lot NW1/4, SW1/4, S18,T3ON,R18W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
1548 95th Street I 35.48 Acre Parcel
City State Zip Code Phone Number - City r I Village , ; Town Nearest Road
New Richmond l WI 1540171 Richmond I 95Th Street
F1 New Construction Use: f:1 Residential/Number of bedrooms _ 4 Code derived design flow rate 600 GPD
U Replacement ❑ Public or commercial-Describe:-
Parent material Outwash (Chetek-Onamia Series) Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a conventional system with a 0.7 gpolsgft rate. Possible system elevation for Area 1 is 99.0'(High Trench) 982
and recommendations. (Low Trench). Slope of the area is 11%.
1 Boring* 'J Boring
C:1 Pit Ground surface elev. 103.76 ft. Depth to limiting factor 100+ In. Sop Application Rate
Horizon Depth Dominant Color Redox Description Texture l Structure Consistence Boundary Roots GPD/fr
in. Munsell ' Qu.Sz. Cont Color , Gr Sz.Sh. `EIt11 •ERR
I I
1 0-10 I 10yr3/3 none sl I 2mgr mvfr as 2vf 0.6 1.0
2 10-17 I 10yr4/4 none grsl 2msbk mfr gw 2vf 0.6 1.0
3 17-27 10yr5/6 none fs 0sg ml gw lvf 0.5 1.0
4 27-44 10yr5/6 none Ifs lcsbk mvfr as — 0.5 1.0
5 44-100 10yr6/4 none S 0sg ml — — 0.7 1.6
2 Boxing* Boring
l Pit Ground surface elev. 103.76 It. Depth to limiting factor 100+ in. Soil Application Ray
Horizon Depth Dominant Color ' Redox Description I Texture Structure Consistence Boundary Roots __GPM'
N. Munsell Qu.Sz.Com.Color Gr.Sz. Sh. Tall •ERR
1 0-10 10yr3/3 none sit 2mgr I mvfr as 2f,2vf 0.6 0.8
-
2 10-16 10yr4/6 none sil 2msbk mfr gw 2vf 0.6 0.8
3 16-22 10yr4/6 none sl 2fsbk mfr gw lvf 0.6 1.0
4 22-40 10yr5/6 none Ifs lcsbk mvfr as — 0.5 1.0
5 40-100 10yr6/4 none s 0sg ml — — 0.7 1.6
•
•Effluent#1 =BOD5>30<220 mp/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 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 7/12/2021 715-760-1978
sao-uto(R 01100)
Property owner Jackson,Bryan&Jessica parcel ID• 026-1052-10-100 Page 2 of 4
3 Borings L.l Boring
E Pit Ground surface else. 99.61 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon [ Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD 2
in. MunseB Qu.Sz.Cont.Color Gr.Sz.Sh. 'Flat 'Effs2
1 0-8 1Oyr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8
2 8-21 10yr4/4 none sl 2msbk mfr i gw 1vf 0.6 1.0
3 21-45 10yr6/4 none fs On ml as lvf 0.5 1.0
4 45-100 10yr6/4 none s Osg MI — — 0.7 1.6
I I r
Li Boring
Boring S U Pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Application Rats
Horizon Depth Dominant Color Redox Description Texture ' Structure 'Consistence Boundary Roots GPDJfP
In. Munsell Qu. Sz.Cont.Color Gr.Sz.Sh. 'Flat 'EIa2
•
•
•
1
Boring
Boring# p� Ground surface elev ft. Depth to limiting factor ts,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Conslslsnce Boundary Roots GPDAN
in. Munsell Cu.Sz Cont.Color Gr.Sz.Sh `ENO 'Era2
•Effluent M1 =BODS>30<220 mg/ >30< 150 mg/L Effluent*2=BO L and TSS ' DS<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-*330(R 07. m( Sdeat Sd Teeing,Inc.
a . _ . •
-
W j %� �/ ,•i0 i
vt .,./
/ �%o /i
ono
N-+co J f I i w-IZ13 Z- CO C>
•
tri 0 • O
P8 I I •I 1 1 � �j � f �� a
-I0 �£ I I I e t I Z c>i 2 N -ctDi,soa
0 0 j I Nt �I N • —I 5D 73 C� =Q QO
0 0 ` I � i i1 � �1 ; m �' 3�N a�w-o
NN ` / I " I I� m � � � c`Do �
•
% j m aooQ ~— d
co
« '� �.�• CO
11_7 ` - 1
c� c� a `�� w �(m li
/ A�• / co
73
I
8 A
-n
0
X1
TI
to
U jk r
r
I Ft
C<
G N
6a
o
mZ
T
(001111116,0
0
-4
Ao
Zm
-•(I) O o
I
°' N 3 C
H 11)
TI N y o•
z N ` g.
CD !A co
m •
r
r
J
11
247.22' 1
I
1 s *II
di
(24o Se
i � I
r n
ill Or
I [ ill _ f 4 -'
ha o I : i iC
Z
Ifig
Pa,e4of4
4p
4.
4
...
. .
• ...
. .
• k .E.
$ A
A Y
0
0 Ru
4
*, •
L • i' a
-
. gyp . . - _ •
ik
:i r , •r
lk
0
0 o y
,
i
p A n
la/ g i ills i' l _ ill m o
1 / 11111
g 9. lift . • i i a
Q. tr
Za;