HomeMy WebLinkAbout020-1094-70-009 IV r-Ij
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Wisconsin De ,,.�,� SOIL EVALUATION RE6RT Page of
Division of Safety ui ding
in accordance with Comm 85,Wis. Adm. Code County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must /
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D., _
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. %' ( '/&N
Please print all information. Reviewed y Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner ) r erty Lpcation
Govt.Lot 1/4 ` 1/4 S 3 ,T Z N R E( )W
Property Ow%r`s Mailing A dress Lo Block# Subd.Name
Off/ !'
City State. Zip Code Phone Number ❑City Vllag Town Nearest Road
e�•J;�i` Lv) 1.5 XO/Z
New Construction Use:❑ Residential/Number of bedrooms Code derived design flow rate GPD
❑Replacement Public o mmerclal-Describe: —rg ____—___ __ ________.__ _--
Parent material Q U Flood Plain elevation if applicable
General corrxnerlLs 'A
8rld raCORarlerldatlOrl3: �
System Type System Elevation
Boring# Boring
Pit Ground surface elev. ID Oft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •E02
0-// O 31�- .S' �` -
2 /= A/-Yn 17
ng# p Boring
Q Pit Ground surface elev. Depth to limiting factor _in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 I •Eff#2
0/v joy S LI w f' C7
•Effluent#1 =BOO,>30<220 mglL and TSS>30<150 mglL •Effluent#2=BOD. 5 30 mg&and TSS<30 mg/L
CST Name(Please Print) Si CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017i'— 715-246-4516
Property Owner_ Parcel ID# Page of
Boring# ❑ Boring
, Pit Ground surface elev.MV-4-2& Depth to limiting factor—Z/—.n. r*Eff#1 iHorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#2
:a la,
Z 3--y9 J /1� ,
y - --- -� sr rn o
S
F-1 Boring# ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
F-1 ❑ Boring
# Ground surface elev. ft. Depth to limiting factor in.
❑ Pit
Soil Application Rate
Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDfff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2
Effluent#1 =BOD,>30<220 mglL and TSS>30<150 mglL `Effluent#2=BODs<30 mg1L and TSS 130 mg1L
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SBD-9330(8.6/00)
Soil Test Plot 2t10/3/14
Project Name Ed Hendricks un Bir
Address 1289 89th St.
New Richmond Wi 54017 TM #226900
Lot 9 Subdivision --------- D
NE 1/4 NE 1/4S 33 T 29 N/R19 W Township Hudson
❑ Boring Q Well PL Property Line County ST. CROIX
IL BM or VRP Assume Elevation 100 ft. Grade at Lot Stake
System Elevation TBI *HRPSame as Benchmark
Please note: soils in this CSM
are very inconsistent.
Scale is 1" = 40 Caution needs to be used to
unless otherwise preserve tested area.
Expanding tested area will
noted require further testing.
102' 104'
} B-1
495' Property Line
100'
! � 3% SJ,ope B-3
31 Property Line
� 1
t 50'
I
13-2'� 40 J5' Property Line
r`' o
Fill! 40'
B.M.*
80'
25'
AGE ,r o�Q
�b L
pMME iRTIFIED SURVEY MAP
LOCA'PED IN PART OF THE NEI/4 OF THE NE1/4 AND SEl/4 OF THE NEIA OF
SECTION 33,T29N,R19W,TOWN OF HUDSON,ST.CROIX COUNTY,WISCONSIN,
BEING LOT 6 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 26,PAGE 6030
AT ST.CROIX COUNTY REGISTER OF DEEDS OFFICE.
Curve Table
Curve# Length Radius Chord Direction Length Tangent(In) Tangent(Out) Central Angle
C1 65.97' 160.00' N69°05'06.5"E 65.51' N57°16'21"E N80°53'50"E 23°37'29"
(N69°05'24.5'E N57"1640'E W80.54V E)
C2 147.70' 160.00' S72"39'28.5"E 142.51' N80°53'50"E S46°12'47"E 52°53'23"
S72.3909.5 E N80.54`09 E (S46.12281E)
C3 211.83' 280.00' S67"53'11.5"E 206.82' S46°12'47"E S89°33'38"E 43°20'49"
(S67.52'52.5"E) S46.12'26'E (S69°33'17"E)
NORTH LINE OF THE NE 114 OF THE NE 1/4
NE CORNER
SEC. 33
(FND SURVEY
�o FsTy�e LO vM)LL°
La, MARK NAIL)
I I I RgMp,9\�\ o m o
LLJ N
,` a)F cc4 Q
\ i,o0°o
Lu
SCALE IN FEET
Iu, \ ( \ I
o o I \ o \ ;;�j; 100 200
i a S79 17'12 E / :;�i.' v'- 1 w
z =' 302.63'
w
F 3' \ \ LL p .
LL
o
z LOT 7 ��� \ ,j :: ` ` z
J.
3.78 ACRES
I; " 164,485 SF O�0 - ------= ` w
ho ---
=�i 11d ��•1 1.���`` �31'x, � ;�"�. �„�, `\,4�\ ` __,j 0.
85.03' E �\ ` I o
1 _ 2�6 80'53 50 \ 1 I v)
,t N 54'09
S "0
f:.l co N80
p y
g'I �' LOT 9 1-�m
i N x"12.29 ACRES
0) F
_?1 5- 99,954 SF
LOT 8 -�J�
i` C N ,
L� 2.09 ACRES :�
N = N 91,123 SF �'_-...__.------._— 130;41' N
—---- N89-33'36"W 9 89 1 r
°' .33'17"av,;1 N89'33,36'W �.
203.59' z 160.15' I I °
z z 172.4 3:. °o
S89'33'36"E 598.81' 62.58 .x. ` I V)
LOT 10 00 i� o �� I . ;>:
_ 4.00 ACRES 0-`, � ..._.. 11 ( '� '. °cn
174,030 SF EXISTING ACCESS cn U
i5
I AMERITECH CONCRETE
a' PAD EXTENDS 0.6' NORTH
cli
N
OF RIGHT OF WAY.
)7
SOUTH LINE OF THE NE 1/4 OF THE HE 1/4 - - r °
603.49' —-- v°)
_--a_�'-- -5,8 x,33-,�y)=____--=-- — — —— —— — — —— — — —
°o t -- ---=-