HomeMy WebLinkAbout020-1466-21-025 (3)EPORT
Wisconsin Department of Commerce SOIL E U7CCode
Page 0f�
Division of Safety and Buildings
in a with Comm 85, Wis. pp CCCounty Attach complete site plan on paper not less tha 8 1/2kV�i i�li
include, but not limited to: vertical and horizon I reference point (BM), lr dion a d
slope, scale or dimensions, north arro and loc��attiyion and distance to nea st road.
Parcel I.D. �� O
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IQ �L 2-15
percent ,
Please print all nform&09 5 2006
Review y
Date
Personal information you provide may be used for s condarg-pur s (Privacy L.s. 15 (1) (m)).
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Property Owner
Prop rty Location
Lot 1 d M S T
N R E( ) W
Property Owner's Mailing Address
Lot #
Block #
ubcl. Name M#
P • o , i ,cam' -�-.
l' I
,__-.
/ 5
City ) State Zip Phone Number
❑ City ❑ Vill ge ATown Nearest
Ro S
/Code
/
ew Construction Use: ❑ Residential / Number of bedrooms Code denved design flow rate _�
�O�Re placement Pu c or commercial - Describe: h� ��r'_Q ac/ 1-/R/✓
GPD
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Parent material Qi L l f_/ r� Flood Plain elevation if a plicable �/1� �f�
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and recommendations: ns:
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System Type LLB System ElevationBoring
qb • S 5,�— a
Soil ADDlication Rate
Z.
Boring /
# pit Ground surface elev� ft. Depth to limiting factor �n in.
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
1
tZ
7—Boring # ❑ Boring
r�
pit Ground surface elevft. Depth to limiting facto _ in.
Soil Annlinatinn Rata
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
�- ;
/ ;
l
Effluent #1 = BOD > 30 < 220 nVL and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ture CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI` V4O1 __ 715-246-4516
Property Owner Parcel ID # _ _ Page --of
❑ Boring
D
Boring # ( . Z— factori
pit Ground surface elev. _ ft. Depth to limiting factor �� n.
Soil Annliratinn Rata
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Boundary
Roots
GPDKf
'Eft#1
'Eff#2
I';tiffZ
gConsistence
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Z
f
F-1
Boring # ❑ Boring —
❑ 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
I 'Eff#2
❑ Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F-1❑ pit 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 = BOD5 > 30 < 220 nVL and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
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 608-266-3151 or TTY 608-264-8777.
SBD8330 (RAM)
Soil Test Plot Plan;
Project Name Richmar Industries Shaun Bird
Address P.O. Box 732�`
Hudson Wi 54016 CSTM #226900
Lot 1 Subdivision -------- Date 5/22/06
N 1/2 S W 1/4S 27 T 29 N/R 19 W
Boring 0 Well PL Property Line
BM or VRP Assume _Elevation 100 ft.
Township Hudson
County ST. CROIX
Top of 1 /2" pipe
System Elevation -F 8 #00:Q *HRpSame as Benchmark
Alternnti- RPnr-hmar1, rr— -,p -- r, nn )+ Arl R X/i
Z47aw 29 —19
0
W
W
CU
W
a
CERTIFIED SURVEY MAP to
p= < LOCATED IN PART OF THE NE 1/4 OF THE SW 1/4 OF SECTION 27, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WSCONSIN,
cn�om z INCLUDING LOT 20 AND LOT 21 OF THE PLAT OF HUDSON BUSINESS CENTER, AND OUTLOTS 1 & 2 OF CERTIFIED SURVEY MAP RECORDED IN n O
cv D Y U C1 >
>mm VOLUME 6, PAGE 1726 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. _BADLANDS _P�AIRIE It
C7 pow Nov I 16 1 17 I 18 19 20 �rsy�� a
n<. i Q X m o Wi /4 COR. j 1 EAST -WEST N89'43'54"E 5220.34'1 Ij �. �1 W
a •, o m m •. t,r SEC. 27 I F _
womcv www �/� 1664.10' i 1 1 4 LINE I 4 23281
N N U ��i N �`i [wr. t'. (!i dl' r" Nl 499.86' _ 5prPARKING 1
~ WN F- >-E Y 419.18 10' IMDE 1 r - _ - E1 4 COR.
O<wHwm owo< xI 3 .j.... :-919:04'-......... - !! .......... s89'43'54"W SEC. 27
xau�a .......HII�r917,.a......... .ARAINAGE.., .. ......--.........
> a �a�a (;11 ism EASEMENT �� - )0' 100'4 BUHAING I, w
r N DRAINAGE w SETW��T
r W. w
N. O
ri * EASEMENT _ QQw.p —nLEGEND F w; �aAREA �z��! �i ss,n� ATM �� ;' �� No
FOUND ALUMINUM �; U Z '0 a �� a r r I 2651 ACRES '� N
O COUNTY SECTION J a o w M 20' WIDE . � r
p¢ CORNER MONUMENT a N4� ��OT 1 �- I_ . DRAINAGE 115,460 5Q. FT. O
�' h ACR EASEMENT 80' RADIUS N N
o FOUND i' OUTSIDE'�� Iy� �, 156,D07 SQ. FT. w• _ _ ._.._.._.._.._.._. _.._.._..�..� TEMPORARY a<
0 Q DIAMETER IRON PIPE UJ t w CLIL-DE-SAC o
LB.O.=921.5 0: _ N893T07�E 499.74 - - w n 3 SEMENT w?
X FOUND 2' OUTSIDE _ o� 1 r� i LOT 3 RECORDED IN Z o:� n
N DIAMETER IRON PIPE ` WOE <
�l + I ono DRAT AGE 1.913 ACRES g ( n N � � N W `N^
r SET 1 OUTSIDE (� I EASEMENT 83,341 S0. FT. i O v
O DIAMETER BY 18' 0; A Dry; / 931.74'- J Z i A N �z a
!� LONG IRON PIPE. �; I ,, _f._.._.._.._.,_.._.._ ._.._.,� �,._.._.._.._..
WEIGHING 1.13 LBS.
PER LINEAR FOOT ; 30.94' 20' WOE DRAINAGE $89'ST07"W 931.74' 1 3300=-' F;Q' �mx N
I
I EASEMENT REC AS N88'12'43"W I N89'57'07"E 6 sw n4a; W N? p
UTIUTY/DRAINAGE 0 LOT 22 OF THE PLAT OF I LOT 1 I I '_ p, I,�; w
— - — EASEMENT (12' WIDE I 1. I----------------------------------- I -------- I O
UNLESS OTHERWISE E�j ti; s �6' HUDSON BUSINESS CENTER _ I C.S.M. IN I LOT 1 C.S.M. IN .
VOL. 6 PG. W' w
DRAI010
SHONAGE EASEMENT �; p. ; > SCALE IN FEET 1" = 150' I VOL_ 7 I n z ,
°C' I PG.1921 I ---------------------- M a; �, PREPARED FOR:
- (AS SHOWN) SEE I C----------- 3 f O a M RICHMAR INDUSTRIES
NOTE ON SHEET 2 N 150 0 150 EASEMENT TABLE 1
BUILDING SETBACK w j CURVE DATA TABLE >n , w P O BOX 732
j DIRECTION DIST. 'r• 3 �i a S HUDSON, VM 54016
--- AS SHOWN m' H1 N89-43-54-E 236.18, M� 4 In
( ) CCNumber C1 C2 C3
LOWEST BUILDING I r I Radius Length 167.DO' 80.DO' 80.00' H2 S17'14'32'W 10.49' 0 r. _ SURVEYOR:
OPENING - THE Central Angle 89'57'09' 55'42'18' 155'37'13' H3 S17'14'32" W 17284' a p DOUGLAS J. ZAHLER
L.B.O. LOWEST WINDOW OR Chord Bearing S4445'19.5'W N37'32'42'E N1224'45.5'W H4 S73'01'02'W 104.40' U O S & N LAND SURVEYING, INC.
DOOR ELEVATION. I ( O N33'17'34'E 5269' Lj Z 2920 ENLOE STREET
� Chord Length 236.08 74.75 156.39 HUDSON, YN 54016
HWE HIGH WATER ELEVATION 33,133• Arc Length 262.18' 77,78' 217.29' '133
ELEVATIONS L
Tangent In S8943'54'W N09'41'33"E N6523'51'E _S89'55'53'W
DETERMINED BY G.P.S. Tangent Out SOO'13'157 N6523'51'E S89'46'38'W 66.00'
OBSERVATION AS REFERENCED TO TO THIS INSTRUMENT DRAFTED BY:
N.A.V.D (88) - - - - BRAKUE -DRIVE — - - - --� WIWAM KANE JOB NO. 5001-010
---------"-- - I DATE 09/13/2006
0
Section 11 — Laws That Apply to the Zoning Board
9) No. This decision is up to the board member
10) Disclose the communication at the hearing and make the
information part of the record so that it can be considered in
decision -making
11) Answers may vary
12) Answers may vary
50