HomeMy WebLinkAboutCST-2022-176 006-1009-50-1002
of Safe Professional Services Page 1 of •3
SOIL EVALUATION REPORT Z 317 �w
JUL 2 9 2022 Ina ordance with SPS 385, Wis. Adm. Code County
Attach complete sl plan op paper no less than 8 1/2 x 11 inches in size. Plan must include,
but not limited to v rti I a h (t�irit 4 4nce i t (BM), direction and percent slope, Parcel I.D.
scale or dimensia t ante to nearest road. U O /6 6 C/DO
Please print all information. Reviewe Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). �`F �.� I ///L 7
Property Owner Property Location El
J/ *Lk AMit/ SA-51eS��le n Govt. Lot low '/4 A/kJ '/4 S 5' T 3 / N R lee E (or
Property Owner's Mailing Address Site Address or CSM and Lot #:
0-3
City, State, Zip Phone Number ❑ City ❑ Village 9 Town Nearest Road
-e-a r l 5' 6a'7 (1.51) ZYt?11,T2, 1 C e /`/w 7 1/4
❑ New Constriction Use: LA Residential/ Number of bedrooms Code derived designflow rate -_ Q j2GPD
Replacement ❑ Public or commercial - Describe: Flood Plan elevation if applicable N t k ft.
Parent material GtrsGrt %
a
General comments and recommendations:,
a Boring # ® Boring
Pit
Ground surface elev/0Zj7ft. Depth to limiting factor IS in. / elev /��/`Z rft.
yiZ
Soil Anolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
O -
/ 6 YR -I/2
t"V
2
Q YR y/
S �'l
nr alb K
v r
-/
/d R- Y/4
s e
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47
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7s YA 51 1
sc1
r>w Zai K
m r
Lp
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29- y/
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/b % f/r
7.5mslx ftj
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6j rt
111n4i
Y--
/- d
[�� Boring #
Boring
'OPit Ground surface elev.IUZ'0
Depth to limiting factor Z( in. / elev.%�'o-'ft.
Soil ADDlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
I "Eff#2
& -//
.0 yie 1/2-
^ 2#4*
.17
2
//-!
✓
e S
4
/.a
2
/a
O
6 Y4
7.
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CS1 Nam (PleasePrint)
tk4 A" i •rrs
Sign a
CST Number
2 6,? 985
Address
29 Y3 / 3a` �+aeidL'
Date Evaluation Conducted
y- Z 9- 2v z z
Telephone Number
" Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L " Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L
SBD-8330 (R03/22)
❑ Boring
F3-1 Boring # japit
Page 2 of 3
Ground surface elev. /620* Depth to limiting factor 20 in. / elev Oe•
Soil Aodica;a Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
•Eff#1
-Eff#2
o- 7
Syr,
2 6k
.n✓ r
s
2
•8
b
• G
1.0
-Zo
home,
S
Mw
r
20 -14
a
7 v70
sc/
`k
*Kr-
S
F� Boring #
❑ Ong
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
I Soil Andiratien Rate I
=MW
M
Redo Description
F
Boring #
❑ Boring
❑ Pit Ground surface elev, ft. Depth to limiting factor in. / elev. ft.
Snll Annlication Rate
Dominant
:.. Description
Cont
" Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = SOD, s 30 mg/L and TSS 5 30 mg/L
CHECK BOX AS APPLICABLE
CHECK BOX AS APPLICABLE.
PAGE 2 OF
Q SOIL EVALUATION
sr�sa: �" = ao�
SYSTEM
SITE MAP D
.440
PLOT PLAN
PROJECT NAME:
(io tt mod)
1U' DESIGN FLOW: GPD
Jim Annis/Sue Sbepan
Attach design flow calculations for commercial plans.
2397 Hwy 46, Deer Park
Pipe Material / ASTM Standard (Tables 3M.W & 3M.3H)
PROJECT ADDRESS:
N
�
1oo.o
BM Symbol: + BAA Ebvatlon: FT
Sanitary Sewer-
Force Main: /
SM Description: Grade at fence post (comer post)
IMPORTANT:
Slope Gradlerq (%? o well Symbd (It appacabley. Q
4 %o
Indicate
drawing an
Show ground elevation contours at sutlable inUmle.
of Tested Area:
on the epproprits in.
ROW �sHdl
I 1
it
gI : 8?
132 = IOZ.02.
F33 - /DZ.02.