HomeMy WebLinkAbout032-2047-95-200 Cci— a01— QS(41
•z DepartmentoRECEI�I DVALUATION REPORT 81917
i=�= Safety and i accordance with Comm 85,Wis.Adm.Code Page 1 of 4
Professional Service JEC 0 4 " Schmitt Soil Testing,Inc
Attach complete siteplan on paper s s a ' . ._ -. size. Plan must County
P P Pe n�� `� Q� � St.Croix
include,but not limited to:verti l}v ,n -.- .r!.• t, r ;M).direction and -- ---
percent slope.scale or dimensions,north arrow,and location and distance to nearest road Parcel I. •
Pail of 7-95419820 a
Please print all informatlon, ) Rev' By
oa
fPersonal information you provide may be used for secondary n. 1 I L /��i/
Property Owner V QZC 5 M V 2 H SORT •
Baillargeon Properties, LLC Govt.Lot SW1/4, El , S13,T3ON,R19W
Property Owner's Mailing Address Lot* Blodr a Subd.N or CSMO
588 155th Ave. 1 Z9-h7J36
City State Zip Code Phone Number City Village ' Town Nearest Road
Somerset I WI 154025 I Somerset 1 150Th Ave.
New Construction Use: '; Residential/Number of bedrooms 4 Code derived design flow rate 600 GPO
Replacement ._J Public or commercial-Describe:
Parent material Outwash (Onamia-Antgo Complex) Flood plain elevation.if applicable NA ft.
General comments Area is suitable for a conventional system alb a 0.4 gpd/sgfl rate. Portible system elevation for Area 1 is 105.8'(high trench)
and recommendations: 104.5'Middle trench,&103 2'(Low Trench). Slope of area is 15%.
1 Boring# Boring
Pit Ground surface elev. 104.32 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft'
In. Munsell Qu Sz.Cont Color Gr. Sz Sh. 'Mt •Eff.2
1 0-13 10yr3/3 none sl 2mgr ' mvfr as lvf 0.6 1.0
2 13-26 10yr4/6 none sl 1mp1 mfr 9w lvf 0.4 0.6
3 26-43 10yr5/6 none s 0sg ml as - 0.7 1.6
4 43-43 10yr6/4 none fs Osg ml as — 0.5 1.0
5 53-68 10yr6/4 none Ivfs 0s9 ml as - 0.4 0.6
6 68-96 10yr6/4 none fs OW ml as — 0.5 1.0
I
2 Boring# Boring
Pit Ground surface elev. _ 104.32 ft. Depth to limiting factor _ 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary i Roots GPO/Rs
j in. Munsell Qu. Sz.Cont.Color Gr. Sz. Sh 'Ent 'EIIs2
1 0-14 10yr3/3 none sl 2mgr mvfr as lvf 0.6 1.0
2 14-37 10yr3/4 none sl lmsbk mfr gw 1vf 0.4 0.7
3 37-51 10yr5/6 none fs Osg ml as — 0.5 1.0
4 51-61 10yr5/6 none lvfs lrsbk mvfr as — 0.4 0.6
5 61-96 10yr6/4 none fs 0sg ml — -- 0.5 1.0
•Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 nil •Effluent*2=BODO<30 ng/L and TSS<30 mg/L
CST Name(Please Print) Signaturo: /1 CST Number
Thomas J.Schmitt <n 4,.y�..cam. 227429
Address Schmitt Soil Testing, Inc Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond,WI 54017 11/30/2017 715-760-1978
sec-a3o(It o?Aa)
property owner Baillargeon Properties,LLC Parcel ID a7 part of: 032-2047-95-000 Page _2 of _ 4
Boring
3 Boring# Pit Ground surface elev. 109.01 ft. Depth to limiting factor 96+ In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/fN
in. i Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -Ertel 'Efn2
1 0-10 10yr3/3 none sl 2mgr mvfr as lvf 0.6 1.0
2 10-25 10yr4/6 none sl 2msbk mfr gw lvf 0.6 1.0
3 25-62 10yr6/4 none fs 0sg ml as - 0.5 1.0
4 62-81 10yr6/4 none cos 0sg MI Cs - 0.7 1.6
5 81-96 10yr6/4 none s Osg ml --- ----- 0.7 1.6
4 Boring 0 Bonng
Pit Ground surface elev. 102.06 ft. Depth to limiting factor 96+ 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. -Ent 'ERa2
1 0-13 10yr3/3 none SI 2mgr mvfr as lvf 0.6 1.0
2 13-40 10yr3/3 none sl 2msbk mfr cs 1vf 0.6 1.0
3 40-59 10yr6/4 none Ifs lcsbk ml as - 0.5 1.0
4 59-78 10yr5/6 cid 10yr6/6 Ivfs 059 ml Cs - 0.4 0.6
10yr6/2
5 78-97 1 10yr6/4 none fs Osg ml -- 0.5 1.0
5 Boring tf Boring
Pk Ground surface elev. 104.96 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture I Structure Consistence'Boundary Roots GPD/ft
•
in. Munsell Qu.Sz.Cont.Color Gr.Sz. Sh. *Ent 'EIn2
1 0-11 10yr4/4 none SI 2mgr mvfr as lvf 0.6 1.0
2 11-16 7.5yr4/6 none Is lcsbk mfr gw lvf 0.7 1.6
3 16-48 10yr5/6 none s 0sg ml as ---- 0.7 1.6
4 48-70 10yr6/4 none lvfs Osg ml as ---- 0.4 0.6
5 70-96 10yr6/4 none fs 0sg ml - - 0.5 1.0
Effluent#1 =BOD5>30<220 mg/L and TSS>30< 150 mg/L 'Effluent a2=BODO<30 mg&L and TSS<30 mgIL
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 608-266-31 5 1 or TTY 608-264-8777.
SBD11330 rR 07/00) WNW Sol Te stun,Inc
Page 3 of 4
Conducted by: Conducted For:
Schmitt& Sons Excavating, Inc.. Name: Baillargeon Properties,LLC
Thomas J. Schmitt, CST 227429 Address: 588 155tb Ave.
586 Valley View Trail City, State, Zip: Somerset,WI 54025
Somerset,W 154025
Phone: 715,-7 0-1978 t! Subdivision: Pending Approval
s -!t- -c,, /. • Lot No. : 1
Dale 1/-36 mil ? Legal Description: SW 1/4 SE1/4 S13 T3ON R19W
• Backhoe Pit Township, County: Somerset Township,St.Croix County
A Bench Mark 1 El. 100.00'Top of NE Lot Corner Pipe(1 112"Steel pipe)
ABench Mark 2 El. 108.62'Top of NW Lot corner Pipe(1" Steel pipe)
Slope- 15%
Scale 1"=40'
A ...,k-).
T .T
g,r,,
„„.w , t,,,, ,3,1 /7,1 ,8, ,8,
1 -/- ..?0 ' 24,
a ''` 36'
\ By
OP N
die
• 4RN- Sr N \
s LOPC \ /`'3
X N ARz a Q.?
N
\ /
v)
\ sltaPE
0
6„, I+
f yy7'
t /5�;A,4 v� -
P/;& '/v1'4/
•
0oI
K
N
N
O
V
R '
S 1 3 Cl) 61
m co
o� Cl) m
1 ' • f/) w 7
c I _
• 3 3 -I
45o i ti ' Z �0
(11 XI
3� i
N n
IV
O,
0
0
0
0
v r
n
,..5
CO
a
al
W
W
1 — N
a
m
CO
N 1.
Op ':"
►'
a
r f .. p
N
•
"n •
►J
ill