HomeMy WebLinkAbout042-1085-60-600 LOT 08Ilk
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WIsconsin Department ofCornmer N S,OIL EVALUATIC}N
Divisian of Safety and Buildings
5r tl, i in acxdrdance with Comm E5, ids. Adm. Code Counry�.5/t
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Attach complete site plan on paper'not less than B 112 x 11 inches in size. Plan must
include. but not limited to veyticaf and horizontal reference point (BM}, direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance tc nearest road. p t1Z - $
Reviewed by
Please print all information.
Persona, information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (f) (m)).
Property Owner Property Location
lJ (li7 ✓�%\ ),` t C + r =;, -Are,'C Govt. Lot 1 /4 1 r4 S
Property Owner's Mailing Address if Lot # Block # Subd. Name or
State Zip Code Phone Number ❑ City ® Village STowr
�r
CST 7
Page of —
00
Date
T N R /3 E(o w
Nearest�Rqad
E -Q ew Construction LIse;!OResidential ( Number of bedrooms Code derived design flow rate i� 42 Z6 %�% - - GPD
❑ Replacement ❑ Publi r commercial - Describe: ------- -- --
Parent material C �C E� Flood Plain elevation if applicable Or�i�/`r Z o/U E x ft.
General conmenm ig•+i' �-'� aid
and recommendations:
System Type G i'rl 1('�1G System Elevation
#M Boring (r�ri
Boring /�, j; -
Q Pit Ground surface elev../ C � s-_ " Depth to limiting factor
Dominant Color Redox Description Texture Structure
Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
/Z'j
in
Soil Application
Rate
Consistence
Boundary
Roots
O
GPD/fF
Horizon
Depth
in.
'Eff#1
'Eff#2
/ C�
Boring #
Horizon Depth
in.
kBoring / -- _7
Pit Ground surface elev.! ��' C ft.
Dominant Color Redox Description Texture
Munsell Qu. Sz. Cont. Color
��
Depth to limiting factor in.
Structure Consistence Boundary Roots
Gr. Sz. Sh.
'A-
nnn a 'An mnA and TSS
Sal Application
Rate
GPD/fF
•Eff#1
/
'Eff#2
-')
< 30 mQVL
Effluent #1 = BOO. > 30 < uu mgrr_ ana 1010 '.x, - ' -�,
CST Name (Please Print) dS�l
Bird Plumbing, Inc. Shaun Bird
Address
1432 120th St, New Richmond, Wl 54017
Date Evaluation Conducted
CST Number
226900
Telephone Number
715-246-4516
Property Elmer
Boring #
Parcel IQ #
17 Boring
Page
of
[ i
/
Pit Ground surface eiev!,/?=a r eft_
Depth to limiting factor �� in.
Florizon Depth
Dominant Color Redox Description Texture
Structure 10 Boundary
Soi€ iication Rate
Roots
GPQfff
in.
Munsell Qu. Sz. Cont. Color
Gr, Sz. Sit.
'Eff#1 'Eff#2
a
('
Boring # Boring
Pit Ground surface eiev, ft. depth to limiting factor in,
licxfzon Qepth Qominant Color Redox Qesaiption Texture Structure Consistence Boundary Roots Soil GPQ/ff � Ra
in• tvlunsetl Qu. Sz. Cont. Color Gr. Sz. Sh.
'Eff#1 I 'Eff#2
Boring # [l] Boring
i_l Pit Ground surface elev. ft. Depth to limiting factor in-
*
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SBD-9336 (R.6=)
Soil Test Plot PI
Project Name Glenridge Properties S
Address 1353 Awatukee Trail /
Hudson Wi540161
Lot 8 Subdivision
SE 1/4 NE 1/4S 31 T 29
Future Lot 10 p
N/R 18 W
Boring O Well PL Property Line
kL BM or VRP Assume Elevation 100 ft.
Bird
UM #226900
1 /21 /20
Township Warren
County ST. CROIX
Top of survey iron
System Elevation TBu *HRpSame as Benchmark
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NE CORNER
CURVE DATA Lu
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CURVE RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING ARC LENGTH TANGENT IN TANGENT OUT SECTION 31
Cl 1 233.00' 33°45'46" 135.321 S72°57'17"E 1 137.30' 1 S56°04'24"E 589°50'10"E N
LEGEND BEARINGS ARE REFERENCED TO THE EAST LINE OF NE1I?" NE11- N 0
THE NE1/4, SECTION 31, BEARING S00°09'50'W. 4, =' ,n
Q ST. CROIX COUNTY SECTION CORNER o rn w
POSITION VERIFIED WITH TIES OF RECORD (ST. CROIX COUNTY COORDINATES). o " w
OR MONUMENTEDAS NOTED U.S. INTERSTATE"94" -- o =
E11� (R-N87-40'23"E 1268.83') '^
N N87°41'4. - - .91'
■ 3/4" IRON REBAR FOUND N�11Q= El roLn
L
N 1� 45g433
1" O.D. IRON PIPE FOUND tFi o S89°l6'14"E
N�5°0955 0 80.00'
❑ 3/4" X 18" IRON REBAR SET, WEIGHING — — —
1.50 LBS. PER LINEAR FOOT 47.00'
33.00'
�-- PROPOSED DRIVEWAY LOT 8 --33'
33'
to
30.85 ACRES INC. R/W v a,
POTENTIAL WETLAND 1,343,919 SQ. FT ^ �'
WATER DATA VIEWERC ?i VOL. 30, PAGE 68T0_,__D0_C_ #1113388 30.51 ACRES EXC. R/W E11
co; c* -------- 1,328,802 SQ. FT q N SHARED DRIVEWAY rn a1 o'
did: '� SE�I EASEMENT � o
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oiv' ;,, NE1(�- 3g5g 589°50'10"E o
W1 c 5�11_? 19 N89°50'10"W C1 _ 194 1 1885' c
0; Z 2R3 I 139.64' m o
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N89°52'42"W 1 O�%�" Iv 'OC' �„ W I z
297.55' 202.54' 237.27' I G ' I �� z S79"2g 21 U-1
— — — — r — I N89°52'42"W 500.09' o ih I Vol 1 — GGE 666 1,0 00 ' 1*' I m �5 `~` z o
LOT 3 I LOT 3 LOT 4 I m q I � Zq; # 70g2 - 11 �" i _ — 9' ,�� 2B5 52 O LL o
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C.S.M. VOL. 30, PAGE -- --- DOC. #1110405 I a " 11�33 I V p�G L TH AVENUE—"� 1� ? z ,n N
N I _-__ _
REQUESTED BY: 60
15 �� o°: " f!— r J a a 6 ..
GLENRIDGE PROPERTIES �'�"6/� 1 LOTS 1 LOT2-C_S.M. WI m 3
1353 AWATUKEE TRAIL PPGE: LOT 7 AREA I 1^ VOL. 22, PAGE 5349, LL
HUDSON, WI 54016---------------------
2.62 ACRES INC. R/W LOT 4 I I DOC. #843595 I� I F o
�'" 114,324 SQ. FT. C.S.M. VOL. 23, PAGE 5475, c a ,, o
684
DOC. #843595 I oc o 0 0
SURVEYOR 2.17 ACRES EXC. R/W - - 1 o v z a ,1O\.,
EDWIN C FLANUM 94,399 SQ. FT. N w O -
NORTHLAND SURVEYING, INC. 2 z
P.O. BOX 152
AMERY, WI 54001 SCALE IN FEET 1" = 250' E1/4 CORNERLn
SECTION 31 z z
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CURVE DATA
LEGEND
Q ST. CROIX COUNTY SECTION CORNER
POSITION VERIFIED WITH TIES OF RECORD
OR MONUMENTED AS NOTED
■ 3/4" IRON REBAR FOUND
1" O.D. IRON PIPE FOUND
❑ 3/4" X 18" IRON REBAR SET, WEIGHING
1.50 LBS. PER LINEAR FOOT
--- PROPOSED DRIVEWAY
0 SOIL BORINGS
BEARINGS ARE REFERENCED TO THE EAST LINE OF
THE NE1/4, SECTION 31, BEARING S00°09'50"W.
(ST. CROIX COUNTY COORDINATES).
U.S. INTERSTATE
- "94"
4 NE11Q ----
la-Nj5.10
E 5b4 33
to;
LOT 6_ C.S.M._-
? VOL. 30, PAGE 6870, DC_ #1113388
C6: ---- -------------------------
0:IUIOU'j r
0j� o A
co:N N
h W! c 5�119
1_:0! Z
a! co:
97.55'
202.54'
r — — — — T — N89°52'42"W 500.09' cn_
LOT 3 LOT 3 i LOT 4
-------- I---------
PAGE 6846,_DO-- #1110405
M «v
ao
C.S.M. VOL.b,
N ; - - - r------------ 1
c
y s,
REQUESTED
G;
GLENRIDGE PROPERTIES
i
1353 AWATUKEE TRAIL
PP�jE;
HUDSON, WI 54016
SURVEYOR
EDWIN C FLANUM
NORTHLAND SURVEYING, INC.
P.O. BOX 152
AMERY, WI 54001
237.27'
LOT 7 AREA
2.62 ACRES INC. R/W
114,324 SQ. FT.
2.17 ACRES EXC. R/W
94,399 SQ. FT.
NE11?=NE11Q_
(R us7 10E)
44' E1268.91 3
LOT 8
30.85 ACRES INC. R/W
1,343,919 SQ. FT.
30.51 ACRES EXC. R/W
1,328,802 SQ. FT.
NE CORNER
SECTION 31
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33.00'
33' -�
EA 14
SE11Q%- SHARED DRIVEWAY® n
EASEMENT
5rl
89'S0'10"E
N89°50'10"W 194.85'
2p31g I 139.64' co1 16133.00'�
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SCALE IN FEET 1" — 250' E1/4 CORNER N LL
SECTION 31 z z
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