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Wtsconvr, Department of Conirne- L- MAY 3 1 L Elf 4,LUATION REPORT Page of
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,4,ftach compiete site plan on papa,lx oil an t6 P
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inciude, btfi n,,,)t fimit&d to: ve[tcatand ho�tzon6ai reference poin'. (BW direction and
percent slope, scale or dimensions.. no.,tl arrow, and kocativn and distance tc nearest road.
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icD Repla'-c-n)ant El Pub!i�,r comr-i7
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f,�_pit Ground surface elev, Z?j FL. Depth to lirnibngffactor in. I Anil A-nnlir-qtinn Ratc.-
HXkZW
Depth
in.
Dominant Cdor
k4unself,
R&dox Des�ps-an
OU. Sz. cont. cfr
Texture
S t-L, ctu r e
Gr.. Sz. Sh.
Consistence
Boundary
Roots
GPOM
*Eff#i
*Eff#2
0-/0
10 —3�
I
j &.elf
YA
Z,
-12
......... ...........
Bving # Boring ft. Depth to limiting factor
Pit Ground surface elev/
. t,4 /� / 1.- d in. 19nil Annlicafion Rate 11
Horizon
Depth
in.
D= or
inapt Cd
Munsell
Redox Descripfian
Chu. Sz. Cont Odor
Texture
Structure
Gr. Sz, Sh.
Consistence
Boundary
Roots
GP[)/ff
*Eff#1
*Eff#2
Je
r
-
�r 54
_]�-n2a
r
W
0 Vir
7F
Z.41
t Effluent #1 = BOD, !), 30 < 220 m-VL and TS*cwz >30 < 1 r Effluent #2 = BOD. < 30 rnGIL and TS3 < 30 axYL
CST Name (Mease Print) 6 CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Teiephone Number
1432 120th St, New Richmond, W1 54017 715-246-4516
Property Owner - Boring #
Boring
krl.-Pit
Parcel ID
Ground surface elev.
Page Of -
Depth to limiting factor 210 in. I Soil Application Rate I
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
*Eff#2
10vr ]Ls
1^6r
11-0 P r
pi 'Vr 5A
li2f)_b dot
5 V( WU
r
Vu
9�, 12Z
10 qfia
c
0
V4
'07
Boring # Boring
I - I pit Ground surface elev. ft. Depth to limiting factor in. -Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
*Eff#2
Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in.
11 pit roI Soil Application Rate
Horizon
')epth
in.
Dominant Color
Munsell
Redox Description-
Qu. Sz, Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
*Eff#2
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA- * Effluent #2 = BODE < 30 mg/L and TSS < 30 mgfL
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SBD-8330 (RAM)
Soil Test Plot Pla
Project Name Oevering Investments
10 S Bird
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 STM #226900
Lot 43 Subdivision Vistas of St.Croix 1st. Date 5/26/22
N 1/4 N W 1/4S 15 T 28 N/R1 9 W
[:]Boring Q Well PI, Property Line
k BM or VRp Assume Elevation 100 ft
System Elevation TBD
It
Township Troy
County ST. CROIX
34) or 211 pipe
*HRptiame as Liencnmark
Scale - 1/4" = 10'
99.51