HomeMy WebLinkAbout002-1043-80-300 (2)CS —age � — //s
Wisconsin Ine� lees Page 1 of 3
Division of Industry
SOIL EVJ::;!M�
`11 JUN 21 Nl actor nce with SPS 385, Ws. Adm Code County
Attach complete site plaA on paper not less than 8 112 x 11 inches in size Plan must include, St Croix
but not limited to vertical and hortzonta"WerEn ,a ), direction and percent slope, Parcel I D P4,4W = 00 2 — ^L12 — ¢,-�6
scale or dimensions, north arrow, an¢dmy�tl to nearest road. 6302027'20-B&O _Ref h5p03
Please print all information. Revig7p ed by Datg 7
Property Owner
Property Location I/ ❑,
"®
Ed & Carol Frame
Govt. Lot NW % NW 1/. S
19 T 29 N R 16 E (or) W
ti
Property Owner's Mailing Address
Lot #
Block #
Subd Name or CSM#
2117 90" Ave
proposed
Na
I Proposed CSM
City State Zip Code
Phone Number
❑ City ❑ Village
® Town Nearest Road
_
Baldwin WI 54002
(715) 684-2119
1 Baldwin 163
® New Construction Use ® Residential / Number of bedrooms 3 Code derived design Flow rate 450 GPD �� I,J Ca-h— S; L
❑ Replacement ❑ Public or commercial - Describe
Parent material Glacial till Flood Plan elevation if applicable na ft. ZEXW- X
General comments and recommendations Site suitable for mound POWTS Recommended infiltrative surface elev to be 101 00' at 6" above 100 50' contour
EBoring # ElBoring
® Pit
Ground surface elev. 99 90 ft.
Depth to limiting factor 36 in.
Horizon
Depth
la
Dominant Color
Munsell
Redox Description
Qu Az. Cent Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPD/Fh
`Eff#1
'Eff#2
1
0-12
1oyr3/3
none
sit
2fgr
mvfr
cvr
2vf,f
06
0.8
2
12-26
1 Oyr3/6
none
act
2fsbk
mfr
M
1 of
0 4
06
3
26-36
7.5yr4/6
none
sl
lcbk
mfr
cw
0.4
07
4
36-54
7.5yr4/6
m2d 7.5yr5/8
sl
Om
mfr
-
0.2
06
EBoring #
❑ Boring
® Pit Ground surface elev 100.87 ft
Depth to limiting factor 31�in
Snl Annll ir`atinn Ratn
Horizon
Depth
In
Dominant Color
Munsell
Redox Description
Qu Az Cont Color
Texture
Structure
Gr Sz Sh.
Consistence
Boundary
Roots
GPD/Ft'
*i
I 'Eff#2
1
0-11
1Oyr3/3
none
sil
2fgr
mvfr
cw
2vf,f
06
0.8
2
11-23
1Oyr3/6
none
scl
2fsbk
mfr
cw
1vf
04
06
3
23-31
7 5yr4/6
none
sl
1csbk
mfr
gw
0A
07
4
31-51
7 5yr4/6
f2d 7 5yr5/8
sl
Om
mf
-
0.2
06
ciiiuCinbi=C)VU,�JV�GLU rn /L nu iJO> us iDem rl -im mrrL=rsuu,>su5 z�u rl ana ias>sus iaum %I -
CST Name (Please Print) ignat e i CST Number
Address -rbate Evaluation Conducted Telephone Number
340 Paulson Lake Lane. Osceola. WI 54020-5413 1 January 29. 2018 1715) 248-7767
3 ] Borng #
❑ Boring
® Prt Ground surface elev 100 16 ft Depth to limiting factor 30
Soil Application Rate
Honzon
Depth
In
Dominant Color
Munsell
Redox Description
Qu Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
•Eff#1
'Eff#2
1
0-18
11
none
I
2fgr
mvfr
av
2vf,f
0.6
08
2
18-32
10yr4/4
none
sicl
2fsbk
mfr
UN
1vf
04
06
3
32-44
7.5yr4/6
f2f7 5yr5/8
sl
1csbk
mfr
-
-
04
07
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. _ ft.
Depth to limiting factor
Soil Application Rate
Horizon
Depth
In
Dominant Color
Munsell
Redox Description
Qu Az Cant Color
Texture
Structure
Gr Sz. Sh
Consistence
Boundary
Roots
GPD/Ft'
'Eff#1
'Eff#2
ElBaring #
❑ Boring
❑ Pit Ground surface elev. ft.
Depth to limiting factor
Soil Application Rate
Horizon
Depth
In
Dominant Color
Munsell
Redox Description
Qu Az. Cont. Color
Texture
Structure
Gr Sz Sh.
Consistence
Boundary
Roots
GPD/Ft'
'Etf#1
'Eff#2
I
I
!
I
i
" Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L " Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30 5 150 mg/L
150 ,;
3c
Q/
r
SI
..I 1
r
YI �
wl +
r
`sl t
r
.9t t
(
r
I
1
� 1
r
r
I
� t
r
� +
r
I I
I
(
� 1
I �
Car�Epuf
Pf'62Sc3
Ed 6! fro/ Fa,.K,
Orol0a.5�d CSC ���,.�
tpG/
(gip bt.-� ".53acr�s/�f�
0 �l 9u)* ScC. /9, T 29it.
O W. /G u7. 7, aF
.56. Groat ea., )I
eraSSCd 1c''LCd tare
,ZYz%% wter..5/gac
3y5&a artA
a-
.A
INDICATES SOIL BORING
LOCATION FOR SOIL TE57
CERTIFIED SURVEY MAP
LOCATED IN THE FRACTIONAL NW %4 OF SECTION 19 T=9N, R16W,
TOWN OF B.LLDWIN, ST CROIX COLNTY, WISCONSIN
BEARINGS REFERENCED TO THE NORTH LINE OF THE
'RACTIONAL VW!��
CF SETION 19 1nE BEARS
58] 51 34•E. ST CROIX COUNT` COORDINATE SYS TEN
/i%i%70 A i 75b
NW CORNER,
_
SECTION 19 i
--"'-`�X:u_ i
'�MRK
'�.'Akl L�r�u7 .Jl �4N_7no
NAIL
FOUND)
I%OL.3
—NORTH LINE OF THE NW'�/,
CJY 49"—
rn
----- ___________.
__550 31'
I
HOUSE
31
a
WELL
N
SEPTIC m�
O
I VENT
587'51'34"E
=^ao r
e� m
_
<
I)
,
N
N
�NLMBE-
�h� 8
�'CC
MAP /
Z
.5109C0�0_t
Q' 587'51 4"E 949,78'
V_ N
SCALE IN =EET
7 co, 20C'
= 290'
"D 400 1
oo7dj
---------------
✓�
399 4T 58T51' 34" E
LOT 3
217,808 SQUARE FEET
9
AA . (5.00 ACRES)
w
ry
_ INCLUDING
m
�+
RIGHT-OF-WAY
204,625 SQUARE FEET
e
(4.70 ACRES)
o-EXCLUDIN6
RIGHT-OF-WAY
LOT 2
738,013 SQUARE FEET (16 94 ACRES)
INCLUDING RI6HT-OF-WAY
719.852 SQUARE FEET (16.53ACRES)
EXCLUDIN6 RIGHT-OF-WAY
I
494.20'
. "su'
N87'5O'33"W
of
a{vt
, Zv
m
N
LE6FND
��
ry
SECTION CORNER
F a
(AS NOTED)
Z
it
• 1.3" DIAMETER IRON
PIPE FOUND
T 075' X 18" IRONRERAR
W EIGHIN6 1 502 LBS !
LINEAR FOOT SET
--*- FENCE
Wi4 CORNER,
SECTION 19
(ESTABLISHED
FROM TIES OF
RECORD)
1138.83'
I'41 CORNER,
^' SECTION 19
(I" STEEL SURVEY
MARK NAIL
FOUND)
N
587"51'34"E 399.47-
n
4�)'
✓S SOL�L"110 S JvSEDH RANEE°3 'J'NA?E^ VE DR4F =J 3Y' „WG
'alp '_4�I a'rLNLE �11' 90 ti AVEN'-E JOE NO. ICC-533 S'E'
IS NEW RI HMOND, 'NI 54017 3ALDWIN, M 54002 DATE 06/26/18 1OE 2