HomeMy WebLinkAbout020-1489-00-210"• PRIVATE SEWAGE SYSTEM St CIOIX
suerv.mselling ouuu. INSPECTION REPORT tenoemi' 615302
GENERAL INFORMATION (ATTACH TO PERMIT I p{w ID No
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pKennon Bast a aw w��� TpyyN OF HUD SON Pam Texx> 020.1489-00-210
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TANK INFORMATION AJ ELEVATION DATA
Type
MANVFAttOPER
CAPACITY
STA➢ON
BE
HI
IRS
RN.
Sept"ETy'
itS,z cs-
ik 9
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Ayintion
BY
HOES
stl Hp1..
TANK SETBACK INFORMATION
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9
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93.D
PUMWSIPHOH INFORMATION
Ierme
y9Z
98.`
m,m.,.r
GPM
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3.21
li
Rt
SYSTEM
vidwril
MMENSIcell9
m�n9o,
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m ro
SYSTEM iO
PIL
SLW
WELL
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DISTRIBUI
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.551
w.=e Ede.
e\
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—
COMMENTS: gel code e,eo.Fenuccewo-o pri Al
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CONVENTIONAL COMPONENT DESIGN
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SIB OF APPISCANT(5) DATE
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z� DRNNAGE EASEMENT a 1 5
LQi I \
:i s 1 21
21 Ire ieo=92ZO \
TS'rl NN
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187.139 s4. X.
I L80 = 922.0 k. ♦a��i i/
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SOIL EVALUATION REPORT
at
Sepal • Commere
DIM" msmela and Bwakoa
in accordance with calm 65, Wis. Ann cyyaae
/e 4o
q...Y _,
Page 1 of 3
n.,,i sleer¢sal sell
greenon pampa, nor box than ex.fl inches In slmi Plan in me
mmpleve no p0116,
amv Skcroh
ruled pllenn
permntalce,aeeleorwnenaononaard
ownedr man anddstanlQioDee"ntm
mllth
Pandas
Sumb al6n/ormareon
_
Bak
Foreanesifiensurn NU novel st beue. d or beconden Purvies onway ne s 15 wBl Al
QB lls
o poem Location
Best KePnDn
NW1Id, 5E1/d, 510. T29N, R19W
Pmpem Gw ! Mendel
L 1 Block a s M r
6995. Second5.
e5M%
H pk P Ir $I Addition
LIIV stale ZI o e PAone Nomber
Ldy Tons, danger ea
B
NDtleon wl %0l6 ]I S3B6-0zn
Hudson SaovRd
Use Residential ( Numbere 4 code aemee design fine as, file GAn
ofG
Red kmmem Pablaersommemal _ �`
Parentmac omwean plain areaauo, damplmam. /A1Wa/l n
General mmmenk SODuensomaleyelem, system elevation 96.Din. Trenches spaced and depth m cone 4 Rol below grade.
and recommendations
Boeing Boring
owed 98.60
For aartece eke. N. Bepin to limiting mover 120 n IS uApo llcaAon vale
on Cepin
Bamineni Golor R,Red,,Deeedpllon ae Len sple nceReuters Roots
r(gill
So
Ou Chat Bolor Gr15x. Be. ' T
1 0 15 Tel + 2msbk mG es 1( B Bx
2 IS 25 ]pyr9/9 2mebk mG 6 9 6
3 25 120 75yrRm on ml w 1L6
tl
iI
Ito
l l pound Boring
LJ 0,onto limit1lU still AsseallonR e
oven Beim eni Lolor n ,di Sunni nNly Po
agreed B, So Cant Color
1 0d9 IOyA/2 none sit GSure mh cs 11 sbr "EI8
2 1446 IOidual none slcr 2msbk mlr LS .d 6
3 96-120 Ti none ron ass ml no no l 1.6
93�1
r Emaemxi=BBB? 301220
meal and T66+301150 nel
Effluent']— GOD, n 30 rel and
TS9< BB seek
G6T Name (Please
6e elOre /'.
der
malu Steel
« Z—/
_J
2CST 48956
26695E
Add leas 6lee1$Soll 9e rvlm
Ida Conducted
Telephone5
fi/it/20W
]60�936]De
J
on Owner 6asfn Bill parcel ID Pool page 3 of 3
�Bp°hgN going
o
P1 Or ei are, __ 98.30 tt limiting macs @0 In. pllpllon Rale
RpGPDMI`
Horgan Depth
nmm,m cnlnr mpunn Too,,ant Cartoon, Barrel R
Mansell Gu. Bx Cont Qllar Gr9x. 9F.
E.6
E,8
1 Od6 10firl _ 511 2msbk fz 1f
2 1640 1OYM/9 +} sid 2msbk mfr 9 6
3 90-120 >.SYz9/6 qy AJ 16
Eleven 0 Drop
Par Gmuno III elev.. fl Gep1F 1, reining For 1nSOII Ago IIn,IIon mile
Hall
Oil Dominant Coll
Bill Lkscrlp4On
Ou.S
BYupu2
Gz 9z. 5F.
Conslslence�SOundary
Rods
Gi
T
❑ BonngN PE jog Goal In anal. 0 Depth to lar laclorGOII Annealing, R,le l
Hall
Barth eDollar
InM
Bad,, Di
Or III.
fool
uIGCoualSece
GrSe fi
eoun ryRoofs
Gi
O
Ee... 1#1- s30 -220 mg401O 7SS a30 o 150 m9h Emhart #2• BnD m9h and T531_30 mgh
That Ell .ae of Coll It Or from oppeneni ly,miw pmvlgv I cnployo. Iffm nmtl I, ... al m,O¢m srvl¢a or
Kcdm.ran I ,Ien el II l0r,n pIRan w,mp t6c narwhal at 608-266.3 151 or 1 609 261-8]]7_
STEEL'S SOIL SERVICE
David J. Steel Kerman Bast 1396141"St.
CW ST-POTSM DealiASEI/4 S10.R90HRICw W NeRichm°nd, W15401)
tic.4249956 Town of Hudson St. Croix Co. Direct 915-760-0347
Hopkins Prairie In Addition LotAw2I Fax 915-2460318
Ibis 5011 evaluation wac conducted iosatisfy n zoning requirrat it mayor mxy n°i besoitnblefor ywruse.
The Ication ofWls test may or may not beas she m, as rem anent on lines were rat ¢tabllsbatl ai Ibe
r methe Sri true was em,duema
Legend N
l' — 40'
♦ Benchmark Fle. IOU -OOR
Top of3/4' pvc pipe
— Alt Benchmark BI IOOTO ft
Top of3/4"pvc pipe
Borings
4° doting Elevations
p �Y B 1 — 98-60 ft
B2 = 98,60 R
/fV ok k�� B3= 98.30It
L 134— 0.00R
�i� t
/ n] °
set \�
' r/sconsin SOIL EVALUATION REPORT P A i d#2060
Department of Control In accordance won Loom 66, we. All close e 1 m 3
Attach com le aO plan nn paper not age than eu a 111Ina, tsale P
parcen but not
moor m rrw nal ne pui alapoint e elel'ance m neara9 load
oJoh,"tprn r all And In to`a��� (�
on
n m a rove a �pFy �m a m
Femoe 0ima a isp tl tt 14
Comedyinclude St cmla
met m.
Pending
Room D I
PmpeM call
Bast, Kem 120�
PmpeM Locator
NW1/9I S10 T29NR19WeM
Ow M
Se tl0. tlreeeKLOUM#H
Lz--rdpda
L�ocF
54005. pk P 1S Atltl Ion
Cary BIaLry
R
Ape Town Neeretl oaHudson
@T]
Hudson Scott Rd
OWe aeovet real flew rate_ 60 O
r Use '. etltlenlldi Number of beomams
_
nl Publc or mmmemlal-CeavMu ne
l auryval ob plain elwenon napphor ft
to neGonve
Fr,I
t of on el system eyeiem elavei on 8003fl. Tr vitae apamtl entl depth ro mtle9 fi3H below grade
led el6a ne/ (
firp oncOe P✓^c--
ovend
Bonds Bo0n9 Cr
or oundSolArm 98 60 b Death to Ammn9 cards 120 In So ll APSIonlon RAN
Hanson Depth
anlColo RedrxCOa .... 70.Wd Studio, Lbm¢dnce Bounty rv_ It
�n
Ou. Bz. Cont Dolor
Moral r. Lz6 vttl en G A a
1 0-15 lW-3/2 none sa finite mG cs 1f .6 0
i..__
2 6-25 IByF/9 stl 2m50k mh of na .9 .6
3 25120 7Syr4li none red top ml S 1.6
�
727 Eft# pomp
0-09.
ldsm3S
one
sit
2msnk
!r
a
11
6
0
14 96
101
none
add
2msnk
mh
us
nat
.4
6
46-120
J.Syr9/6
none
fee
old
re
no
no ]
L6
t- BOO 5e all < 220 24nd IS a30< 150 nul 'Bfitoo it42- BOO5< 30 MWL and TS3< 30 All
CST Name mal Pilot) 619n CSTNumber
Bel J. Steel _ 2969%
Adverse Skera Soh Sewn Date Eumummn coMmkd Telephone number
1396 redo St hard Richmond Add all 6111 rzom 715a60.0397
croperche..r each, cement
Page 2 ce 3
Boeing %Pit
strong
Glowa
Su Rem elev.
98.30
fl Depth to limAing
factor
120
SOII Apo lloellon Rete
Depth
10annam Color
Raw
R Oertrlpoon
6lmtlure
Co ,,t,i
B n
GFDoB
Munceg
Cu Cont Color
L1. 6i 5h
E.6 E85
1
O^I6
1Cyr32
sit
2ml
mh
a
if
2
1690
ligre 9
nOn ¢
sltl
2msbk
mfi
¢
na
9 .6
y
90-1E0
25Vr4/6
none
Call
osg
or
no
not
J 1.6
LE
❑Borin9p
Bonnet;
PH
ountl sudem elev.
a o
Soil np0licallon Role'
Depth
DommAot CalorG
al
6Wtlore
Bou ogre
IW
edl
to
unu
, S, Hot Color
�COnebtenm
Cr 25h
Erbr 'erne
p ongp Boring v
Horizon
Depth
Call'i Data
le—..
9 ... rptirl
T,i
rtrlohoe
Continence Boundal
Roche
(i
'EXNemYi= 60E)i 301220 mml end TSS 130 q 1M mat Emnemxg= Bi 0nal and ns<ral
TheCgimMe of(ol uce lsanequal 0pp0nwlfy savltt arm ldm mid emplover It...edd e551Snnw to scowes or
,ftJ nvuetll In an eniromn, plec¢ coral l he depomnanr It 60926, 1151 or If Y 606264.e777,
STEEL'S SOIL SERVICE 3af3
David I. Steel element Best 1396141st St.
CST-POWTSM NWI/4,SEI/4,S10, f29N,R19W New Richmond, WI 54017
Lic9248956 Town of Hudson. SC Croix Co. Direct715-960-0147
Hopkins Prairie let Addition Lot f2 Fax 915-246-0318
This soil evaluation was conducted be satiety u ammit requircrob h mayor tiny not be amiable for yectme
The location ofth etest may or mew not be hown, as parmenmt lot lines ware not etnbllshed at the
time the all Not war wndunred.
Legend N
I -40
♦ =Benchmark No. 100,00A
Top A 3/4" pvc pipe
Alt Benchmark El 100,10 R
Top of 3/4" pvc pipe
-Prongs
tBonne Elevations
P�' Mk BI— 98,60fl
in B2= 98.60 fl
6 B3= 98.30ti
o
B4= 0.00 fl
�Q
q�
7 7 / .ELAL 1.4A
2.23 sq. - / / C.B.A _ 1.4 AC.
97,050
LBO = 922-0 /
C.B.A = 1.B AC. /
v /
O
/
/ 14
2.31 AOrns
12 "lw."G w.
2.21 A ,es LBO = 924O
96.155 sq. R C.BA = 1.5 AC,
LBO = 922.0
C.B.A.=1.6AC. / p
V j �
>-
83
y res
9,1 7 sq.
LBO W2.0
=0.9AC. i
9
� 4P0
V
o ♦:vi
.h
�
y
�._17
i 20 9 �>
E nBO
En
15 998o wft
o z
I �
1 1
i I i 23
—1 L—N WW'EM41 1 I 1
p.n.
n IX NA FASEMFM 1 5 1 O �\ I1. lH0=BEGS
1
21 �
n
I f 22�> '
i i \ aBooum /
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