HomeMy WebLinkAbout020-1489-00-200IMIwN IX Cowng.
PWVATE SEWAGE SYSTEM
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In Building
INSPECTION REPORT
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GENERALINFORMATION
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TOWN OF HUDBON
020-1489-00-200
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TANK INFORMATION
ELEVATION DATA
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040-1324-28-000
040-1324-29-000
040-1324-30-000
040-1324-32-WO
040-1324-33-000
M-1324-34-000
040-1324-35-000
040-1324-36-000
040-132437-000
020-1376-01-000
020-1376-02-000
020-1376-13-000
020-1376-14-000
020-1094-80-000
020 1009-10-010
020-1041-40-000
020-1479-25-000
020-1479-27-000
020-1010-80-050
Tax ldentificatlon Numbers:
020-1054-60-010
020-1447-29-999
161-3080-30-000
236-2018-05-000
019-1020-30-000
042-1088-20-110
042-1088-20-130
St C io, wuna 1041368 Page s of
S1. Croix County 1033ae5 Page 9 of
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Wisconsin SOIL EVALUATION REPORT 10,Rq,19, 3/d3 y2057
oeparMenior Commerce In awwrai ,In Comm 85, Wla. Arm Co a Page 1 of 3
Bmam, m8alep and R, wing: lot""C' Dnue.sleerasnpsemiae
Alison aoChald,zm%an On paper not less than good 111nrn as in ane. Plan m et
ownty sl Croh
era 101 regard la w' a „rain,, point Baki daemonaso
_ _
named SIOpe end, 0 on m0n,. 10 r,an 0coli an to neadde had
PSmeIIC
Glpase Andy all information.
Pending
Parl nornsionona, PlOydermidr ry 411 1 15Do (1)
B
Baston
NW1I4,SEi H. 510,T2g N, R19W
om MeiFnp Ptltl
Bbrk suM. Na me or L9M%
mno 51.
[Hudson
W
Hopkins Prate 15i deal on
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stare a0c0d. Pn rv�mbar
N -
cTy Illage Town ea rest Poaa
WI Bill 715-386-0217
Xuasdn Scoff Rd
New Cona,oGion Us, Residential/NumbSdfbedmoms 4 CWedenveddeslgnpdwrele 600 O
Replacement Publ'OOrCOMMOMIal pescnbe no
Parentmat 'r novel ROOdeffinessionewd fairegable fl
General mmmenl, Conventional system system elevation 95 JJX. Tendon gained and depth to Coda 3. 33M1 below grade.
and remmmendasons I^ I
y�L
1 W
F179onn9R Boring GI2222 '`
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Dea0 to icing yobr 120 iI nppROOFn Pete
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ereence
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Dominant Color
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Gr. hY Ber
Boundary Rwb
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Boeing
pn Gmuno aorta re alga —
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TheDe{mn t fComm ,,,l oppo ce pi end employe. I[w ttd az eroesOr
need meter¢tine, Llaeeto fmmv.pinxsondu l6v d,prmmeo1 at 60&266J 151 or Tls 6092rel,77
STEEL'S SOIL SERVICE
David 1, Steel KcmonBast 139614'at
CSI-POWTSM SWI/4,NEI x4S10,T29N,Rl 9W New Richmond, W1540❑St.
Lia9248956 Town of Hudson, St. Croix Co. Direct 715-760 0347
Hopkins Artiric Ist Addition Lot I1 Fax 915-246-0318
This soll exaltation was conduc4d to satisfy a runing Pe riremwt It rev or n, not be suitable opvur use
The [,canon orthts test may or it's or to a, Mier. or permanent lot Ilna was mtssteblisM1ad at lFe
ume the soil last was wnduaed.
Legend N
P - 40'
♦ —Benchmark F.le. 100,00 ft
Top of3/4" pva pipe
Alt Benchmark EJ 9950 if
Top of3/4' par pipe
Natiags
Boring Elevations
Ci BI — 99.1 O tt
/����� 82= scrip
�O B3= 98.30IT
/ B4— 0.00 if
3H3
4sconsin SOIL EVALUATION REPORT P A I Q067
Caps nmenl of hrlmmat� mei.... mm Comm &. sky Adm. Code page1 of 3
Dbis ion of Safely and Buildings
ou my
Aileen loop Iota site plan a, 11 inch,, in Plan must
paper xal
gr. Croix
include entrustmententl n5izonlal nao l ai
-
;
pemenlslcme,s®a re ccalionannlaaMa to neareel load
le or dimensions northaimw, and
good I D
Pending
Pbeseptlnralllnbmra
al
Panrem, �maa,yn amd idea„w, wDIMS
- � aY l7
Property owner
P nun
Beall, Kef ., 1`1 2 1 %007
G NWtI<, SE1/L 51 G, T29N, R19W
-
Pdean Dn' rig Paara¢¢ F,
Fa
gaLFX btl. rLSMX
OOc 6. Second St qq7� L5Qy X
1S Hopkins Perry lSt Addition
Oty 91aN gCo6e Pnp ne N
Cry Vista Town Neareer Road
Hudson WI 715 386 0217
Hudson Send Rd
No" Carol Use esi end um ern con X Lode denoed design now lab 600 (A
Replaaemedt .,Ha1. Peanuts, no
!Lamm
oulwa¢n �Pndu�
n
/ ii- s� E"�eaw dce Fi eew�lrams, a n'
P r n mal.ml �'jt \XaQ.. I' S pq
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General va gnnal ostand, system on anon 95 nun. rrn riches spaced I da hm npa ow ins
commands
and ra mmoraallone. �df QJ -Ra // pU✓�� �i-� '"/N(�
-J�i aosPa
J WW
494
S/'
Born
Bonn9R
1 of G red nourtareelev. 9910 —e. na focal _ 120 Sol Application we
R Hanson pdh
Domina ni Colo Red'. Sanctins 7040rc o Card
1
Bounaaryi GPDM'
m.
Mansell uSz(Gon. ColorGrSo $i
i Eml F namot
1 0-18 10yr3/3 none sal snaps mh
a if i 6 B
2 18 39 Syr9/9 none BAll 2msbk mfr
car no 9 .6
3 39120 7Syrv/6 none Cray ow ml
na R 1.6
Lo Bennis
99 to
ft Boom b 4m Mlle factor 120 on Rate
of Ground ami &ev. IAppllmtl
Gmk B
Hanson Oodn
alp
StruNum Colsl$l.nn Boundary
GPPHY
6.6
'Brady.e
Ismisell D, So Cant Ca br
Gr. 5z 6u.
0^19 10m3R slim 2msbk mG if
none a
none a na
2 1940 SOyN/9 Stl 2msbk mh A
b
L6
3 40-120". 7 sell none cos os9 col no no >
I _
Element #1 = ilet0g50 riyL = _ c neL e no T65_30 Is
P n
CST Na me(Plen,, PnM) Sig na CSi Numder
cavltl J. Steel 2C8956
¢ cn Canauuae eppnane rvumder
5 60981a1A
IB.Na
6t New Fpimond_WI NOV fitl illDW )iE-7BIF0607
PropeM Owner Bet, Kennon_ _ _ ParteilDp. Pentlmg__ Page 2 of 3_
Boring
Boring of Grr Bonn eiw. _98 30 n [BPIF mimmma moor IIO in _ " �
1 0-15 IOyr3/2 none of 2m5Bk mn II 6 if .fi B
2 1S3J 7Syre 2msbk f ¢ 16
3 3J 120 ZSyMer N/6 a Ow no J 16
BoonaY BOf"g
1 11,1 . Bring
ENloenr#1-n005130_220 mg/L old TES 130 a 160 mgh EPNering- B00e< 30 man ane TSB 130 mgh
rho Ueponma"I of Gmm.ri,, negnaI epp,noo I y Soli,, on,, 111, wa em0 I ora^. Ifro""cne aarisann to acssv Servlw or
lead imlenal s'an "limve¢10.moL pinmwnlnU lM1e Jepnnmmtat50fl-256T SI orT Y 608 264-8]]7.
9 of
STEEL'S SOIL SERVICE
David 1. Steel Kemon Bast 1196 141st St.
CST POWTSM SWI/4,NE1/4,B0T29N,R19W New Richmond, W154017
Lic. k248956 Town ofl Hudson, St. Croix Co. DirecVl5760-0349
Hopkins Ronnie l st Addition Lot ll Has 715-246-0318
ThIs soil ovuluatlon was conducted to satisfy a among requirement It mayor may not be suimbc her )our use.
The location ofthis test may or may not be as sLowq as partners lot lines oe, not em bina ed at the
ame the set test was comaeted.
64-a7
Legend
I"=40'
♦ -Benchmark Etc. IOOOOft
Top of 3/4" Had pipe
-Alt Benchmark El 99.50 B
Top of3/4" pvc pipe
Borings
Boring Elevations
B1- 99,10ft
ED- 99,10B
B3 - 9830 If
Be OOo ft
/17!
C.B.A=1.3 AC. =o 17
2.93 Acres
110,234 aq.
557.42' DNAINAGE EASEMENT _ LBO = 928.
0.8.A = 2.01
9
0 Acres
6,3 6 sq.
LBO =922.0
1.3A
C.B.A = l.3 AC.'- I �
0 16
N55 7] 99.071 sq. t
W e0 I I C.S.A=2.1A
$$ 10
2.29
8 Acres
99.334 sq. ft.
D LBO = 922.0 y
BJ C.B.A. = 2.0 AC,
476.02' 15
qU / 227 Acres
/ 98,952 sq. M
2.23 Acres
Q 97.080
gyp' LBO = 922.0 /
m C.e.A = 1.8 AC.
0
951.20 14
1 I ® 2.31 6 sq. O
12 F xx 1LBO - sq. H.
2.21 sq. I LBO=96A
LBO sq. M. —� C.B.A = l.6 ACy
LBO=932.0
C.B.A = ,.e AG - �
WAINAGEE a,EASEMENT hv 6
r • 921.99 `I
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w
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II � S99°WY15W 450.35'
va 8, ClxuRENT uvnn� Q 2oJ5 58
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v ( PXUB6MF1 ->iau' 90,'
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