HomeMy WebLinkAbout040-1068-70-300
St. Croix
v~i:::x,nsm C.rvarlrx+nl b Com•'icru. PRIVATE SEWAGE SYSTEM
Said) and rwamn r. ,e, Sanitary Pena-No
INSPECTION REPORT 600271
(ATTACH TO PF RMIT) :;talc o'on ID No
GENERAL INFORMATION
P yoo Fromdc'ncm De u,:=n for sccunaary D~gn505. li y _aa. " 15 (la iYi;mji
eRona'10tn'ali0^ o-
Vlllax ibxrshgr t'ar;c lax N0.
TOWN OF TROY 040 -1068-70-300
CHRIS & KIM KORENT
$rah0n'TnxnF.ance: hlal` N.
e;T rnl ei~•.; insv Rr•' ev. Hrl c.:::<a~an<-. 2 17.28.19.2590-30
(Jr11
TANK INFORMATION ELEVATION DATA
HI FS FV
'YPF NIANUFACT.IRFH JAPAC'.TY SIATIC>N ~R~ a 02 0 i vU
-;enCnntark ~Di+jl %
septic - k ~ /bOU .
All Dlvl i 9,'fx? 4Z. fe3
IvBfaP9 ~ i ZoU G'Iw. Cr,
o (Sldg Suve'
Aeration
Ga
St!Hl Inlet
Hu=3g
SVHt OI:uct :Z,B gip. a-)
TANK SETBACK INFORMATION C/
TANK TO R!: 'v'dtLL 6Lb:). 'venue hr rlaxc ROAD 'JUmet' ; 2, 4y 0 9 52?
A DOW" -,7
SePllc 7 5D' ~3 ~G - - 1SOJ %V. 8
,)'u I Hcader!tvtan. 4.Y~ y6,q~
~~z 55 `1
P rM,on / , Jill pipe
ok'..~ r `7` Irk 2'l~ J
Rot. System rt~ yi Z 3 f
1 IoldinG ltJ
Fcni Grade t 1 5 $ `f1 . 7
PUMPISIPHON INFORMATION
tvlanulaolure:r - Demanc Si ::over / 5 , yL'r 2 - 4 3
GYP.,
Model Number ':!J5
6 _
TD'-'. Lift -uc:ion. ass Svsteni Hcac 1 JI I4j i`{t ry 5 . 4r Z..
i~' Ib 5 0 /Ur 3
ran:cmain Length Ula` r ! :hsl rc'''A01
SOIL ABSORPTION SYSTEM d uevn'
PIT DIMENSIONS
BEDrTRENCH aid h Len<{~h { No. r,>r
UIMCNSIONS \
SETBACK °VST 6v1 TO PA RLUG WLiI Lv.KG S'H[Apl LEACHING Lta^uf n r. _ c,-,Y CHAMBER F-d~-
OR
INFORMATION TYDt A,, ,stc,rl r _ UNIT N:,del a lel~ 4
t / _ly .SK+++hhh
ni, 1t. CI r
DISTRIBUTION SYSTEM
°'.1 N i Air Intake
Hai" Sve ':Ole na
x
r. .~lr~~c niasl. _ Lenatn-_ L'a
SOIL COVER x Pressure Systems only xx Mound Or At-Grade Systems Only „ IAwded
' c01h raver x. -"ep,h cr o SnrC=d<nddec
vc
f'.evtr Cnr'i l:,psatl
'ictl Tn Ccnnn CI 1 e &Irench rdye<. Yr.,
3
Inspectiou K2
COMMENTS: Qneaude axle d5crepentier. persons present alc.i Inspr.c n K)
C\o-L GOU FI- 11 ecy
Location: 483 E COV-_ RD
66J
I.', All iilvl Description = 66J~~ (J ka: do 1' S
a i Bldg Sevier length - I
amount of cover = it 611-
Ifl-WOL e.✓' L'S
plan revision Requuctl9 Yes No I I ) I I Y U~ -11•- \ 7
Use alher side for adt111ianal n)IOrmatielt. InsCO'I[IIs SIR°atp ::M N.
7a!c
'bp
Sic. cxoi~ cor.~r1~ zo~i_~G o~~lcr;
C•ER I IFICATIO\ STATEMI-NT
FOR UTILIZATION OFE-~dSTLNG SEPT[('T.4N-hi,S
tar~se_::t} ser, in the f:~l::?~;;- _ rc_idnce. a
i,~.r0: add-essi '•r~3 Go_~~- Kam' lar:aLed
at: 5~ /j ~sction %-7 lo-,%n ZS N.
To« :r rte - ~c ~ro_a C ?u-r N, cC I
ntpCCrio7. l 'rC7~+' I ; C C IOU 1:" -}1. I,n}: 1 t'? j r } [ 0: r%I}
knC?„,?:1-6L--.: ill :X?nfo-n to l: rC .U1I` _7i I1L5 OI Com, m. ~4.?:. 2It~ :i Ihl-, l
LL~I LSVG..1 S.I L~ .7~-LLll l..l~. ~:1. uLltl~'1
1 r ~
Most dale Cli ;1SP CLIi'n S I Ilr r~ S ~
Di4 --ov :lac} JCCL't?i?Ili t C% t101, \'tiierll. \C x
(if no. skip nox. __n e. i
Ap aroximaie i ouine or iensn-- of :irn a.io-1 rrinut s
T:jjt - C'apacny: 16bb
Con tnrcrion: Pre=a'r ~oncretr ~ ; ~tcel Otner
Nlanu2actam-knoar.''
fankiiIsIl~;t'..i: i
Lic,-.. c:d Ylun:'.~er S;;^a:ure'r (-print Natne)
r' a 1--77 -r r b _
Ti- L-
I;ate~
l e
I~ < t b- nsCd pi4m,er (T~ept of Loire-ce C'Iap:CI
t 1
a:iC S. Or }1 :L'" eQ C:Sp%5°I 1T!ti I 1%is✓J j1Il
31" ]CII L a.:i"vC Code
-3v
"4ety - m,; Sf a o Z X
` attty antl buu~lnys Clrvnaon _
f' :O1 v"J- \4rn>hlilatOn A..r.. P.U. CitJx • 162 l:+w-vy .*..m1. 1`wnbc ',cot- utl,~ in F••
NQV Q L~~ Madt5:7n, Wl 53;iii- io2
7-77
GOUNn 1l _ - -
C~ 1X J I W
F0-
ST. ~t ENT - I--J{ wnticr - -
-pMM~N"tidnl[arYlQppp
Permit 1 44840ROJ8CA8G
t of \ -R d 1 h1 w5c uc ur a ut . - -
. ddre> rf d tlnnti hau ..uLu_ :rl iwsz
ti uuu m tar} Pelnue Now 4p : V . 1 rm:, t , r •wncd N N are umunttc r ale A
'I - v. a. >.uu m,d F1 k I m.d it sl s Pr. ml +.:~n m L.vidc ura tx usa:d for
a
+ c u Uh ttx { n as Ltw_ 15 (144 I n nl )I-t i% rSll'• (V~-c-✓,ydt•~ (.d
I t I C. In(nnoalion I least P_rmLAFI_l_n(u_nuati_un
SLLiC 1 FdI KI R -
~o
olo-)
~HoQr-jroPtf6,Q KTMB6R4y _ jfa2kl - - - ~,t ~J`IE°.3~~
, :lao AuJresa.. _ t upun Lo. d.rm
y83 EAST I✓oviE Rd
Zq•':R;c T'lwllr Nwnba - SE r.r t o:.l 7
to (o l--
S! 44F_3
fluDSoAI tJ1 j~lo~G 4
y T 2 4 _g
tn- whack all that app] L 'I -
w"bs;swa \amc
. lt.attlu~. `>nai ¢l o: ucdr _us~___.
f1oFkA
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nut: It..huMtnl nlrfo■on hneA Curnpicta lmeBtf apphaathl
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Ll. t npu< P t.cu: \un,te v..~ Dwc Loc:. -
.w.il :aaut Fcn 1 n i "n:urgc Phuab r I t cunt raasr r w:vcu '`I
t1 :ln IlA rl'Y 1 f+A II~_du+V~
r 1 - IN I s Svsllcla ( t tupotlenl Oct ixc _I(hrrk All that appl 1.
of
I ns vta In At..rddc m
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. :.r n r. 1 I+a.l n. u I st.Lm _ _ Pref. rn. ntL«t rl cpi.w. _ -
r dI Clrt .~1 r1 Fn(Ur nl'd 11U11 _ _ - - - -
S'+luu<t!s11 _.~Llspex .v Aica..,,p. I :na.:Er :u: -m j•1 /tea. 17 J/
(c60 ~-7- -7 Qs7 JQD 'M_lo]17 L- ra.f IT
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I t 1 1 llnltnlcuP I. the wawa . t ord, »>umr aponuLlbt, f rr InsWlanon ul for 1 UN I S >hv% n uu the
• nati Pluuliu+ > paturc . "T'f F )3mmm Phuac i+umb::
c ~cr°EIL AIEcC/t(iL~r tlcS~"Lo,'I -QQO-- 7[S:-7~4 3322
1 etlwnll l i>s. I lots r< Ic ac t ,rd / I 1 _~:,rt S -mauur _
s
r -T I k. IIIIt I mac, .7 td "
f~ easo❑'c for [~isxppr al al 6l r w w O•n.
oirrperra~ cell dust nil pe='° IC.rs l nu !aa'tt
JS per •mar.ayement Plan ?w nue<I bV piustlbe:.
2. AG eelbe k rec ir«yrn;s mlydLl u t artr'tI.[4 1 a
as Go.,
per oKhcrbl• nods ; ;rd,na~xnt. /
it+o.omyLm pL.n hn lh rd and>ubrunu. the Loonn uui. 1oupaper uut hsi S'^x1 mwe5 n¢
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16
Index and Tille Shce1
Property Owner: Christopher and Kimherly Korcnt
Address: 48 i Faso Cove Rd.
1Judson AVI 54016
Legal Description: Parcels in the S.P.. ''i - NI?I14
Sec. 17 I :28N-R 1914
l ownshipA roy Count}: St. Croix
Propet7y Address: Same
Subdivision Name: Csm. Vol. 8 I'g. 2 173 Lot: 1
Conlp.i'Tarcel ID: 040-1068-70-300
CON I FN I S
Page: I Index and Title Sheet
Page: 2 Plot Plan and Plan View
r
Page ± Cross sections of Cclls 1.
Page: 4 Pump Chamber Cross Section
Pau: 5 Pump Curve
Page. 6 Management and C'ontingencY Plan
Altachments: Soil and Site I:vahlation Dorm and Distrihution Box Drmr me
In-(vround Soil Absorption Component N1auual Used - S13D-10705-1' 01.(11.'01 R. 101121
~~~Np1u❑111p77~
Plumber: Keith 1%. Slonen \SCODesigners License 1575-007
Snmalure' _ ( r * ! KEITH E.
i---STONER Phone71 653-2324
D-1575
Dauer October 8" -1017 = Siren,
Wis.
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Pape 4 of 0
Combination Tank Component Cross Scction
Approved Manhole Covers Willi \4arnim, I ahek
and Locking Device + I" !Min. Above Final ( irade
Weather ProoFJunclion Box
iazerric per KLC +00 & tips.
Sch. -lo Vent 316.012 WAC i
or to 12" 1
Above Final G W
rnde
.I _ - - - Discon ect
\ Alternate Outlet Location
W"Approved 4' Sleeve
H9 00'
Inlcr Approved I Force Main Diam.
- Effluent 1`ihcr f F- s
or to 1"8" Il 'I - Weep I Tole or Anti Siphon Device
BalOc Particle Size A
B Pump Oft F.Icv. 80.61
WHIM() r'800-Silt
Wieser C
Murk Mfr, Concrele - i
- - D 86.00'
- - i Dow Tank Hev.
Vertical Difference nomco r Pump 01'1 a11e1 Distribution Pipe - I ~.H3' -
Minimum Required Supply Pre sure Na
19o F'f. o` Portz Main x 1.94 Friction I'aclur/loOF'1'.... - 3.69
Vole: i\ Void folal Dynamic I lead l i~'
Volume Na gals.
Number of Doses - 5-8' Per Day Gil. Per Day' Hof Doses -102 A'! t iai.
Volumeot'Backllovv 31197 Gal.
I'ota'. Uusz. Volume . ' 133.44 Gal.
Pump lank Capacity 800.64 Gallot_s Dimensionx Incites Gallons
Pump Tank Vulune 22.24 Gal Inch A 20.00 4,14.80
B 2 4x,48
Pump NI old, C 6.00 10 I
Pomp Node] I Po" r AV 4,m D A 17_' .02
Minimum Dr v ram," 1 to - Na GPNI
Alarm Mfr. SAi Rhortbua I o1al-= 36 80064
,Alarm Model "I ank Alert 1
Bed Tank per SPS. 383.4i(5)
Anchor Tank as necessary to negate buoyant forces per SPS. 383.43(8)(g).
Note: Pump Controls and Alartm Switch require separate circuits.
Page '5 of 6
GOULDS PUMPS Submersible
Effluent Pump
I fP04
3871 EP05
APPLICATIONS • Fully submer geI io h:gh ■ EPOS Impeller: I nermnpas- ■ Hearings: Upper and lovers
grade turbine oil fir tic enclosed design for heavy (jury ball hearing
specifically designed for tae lubrication and efficient improver) pcdounance, Construction.
following uses. heal transfer.
• Effluent systems • Casing and Base: Rug Tit
• Homes Available for automatic and t:narr.oplastlc design provides AGENCY LISTING
• farms manual operation. Auto- superior streirigth and corrosion - -
; osiswnce. Canadian Slailards Aboaenon
• Heavy duty sump matic models include
• Water transfer Mechanical Float Switch • Mast Busing: Cast iron ;CSA listed model numbers end
• Dewatedng assembled and preset at the for efficient heat transfer, ;i •'C•• or ••f••.)
factory. strength, and durability.
SPECIFICATIONS ■ Motor Cover. Thermoplastic t?ar6 Pimps s 5o 90M lixotiai
FEATURES rove with integral handle and
• Solids handling capability: - float switch attachment points.
maxinwm.
■ EP04Inpeller: ThexmofAa:,- ■ Power Cable: SevMe duty
• Capacities: up to 60 GPM. X Soml-open design with mtec oil and water resistant.
• Total heads: up to 31 hcet. pump out vanes for mechanical
• Discharge size: I W NPT. seal protection.
• Mechanical seal: carbon-
rurmy/ceramic-stationary,
RUNA N elastorrers.
• remperat re:
104'F (40'1,) continuoms
1401 (60`C) Irderminent. METERS FEFT
•tasteneis:300series 10
stainless steel. a is
• Capable of running s cwa
dry without damage to a
cnmbonems. zs LLL~~~ 1111
Motor:
• EP04 Sin to phase: OA HP. =
RP 70
ut , of 230 V. 60 Hz, 1550 a -
M, built in ovedoad with z 5
• EP05 Single prase,: 0.5 HP, a Epos
115 V or 23OV, 60 Itz, 1550 10
RPM, built in overload with
automatic reset. Fix t
• Power cord: 10 foot I s
standard lengtn, 1613 1 IF
SIfOW with three prong
grounding plug. Optional 20 10 0 30 no n GPM
foot length. 1W SI1W with
throe prong grounding plug - - -
(standard on LPM). e o e r W1h
CAR ACM
Goulds Pumps
"raw Mny, ie<it ITTlndustries
1 eill
Kia
Page 5b of 6
PERFORMANCE RATINGS:, „.a•) COMPONENTS
Order wr- wt w6 WC we- w[. w[- wc- w< Item No.
No. 03L 034 05" 07H 1 IGH 15H WHH 15HH 2011 1 Io: SCI CI
Hv Y, h r': 1'h lh Z Ca ing
15'.10 3 Scal
ar4 ISO 1150 3500 3SU0 3500 '
tinU 3~ 1 - -d Moor Shah
86
_ Motor
1
B 6: 78 94 58 9S r h Bulltiradngs
I
15 .-(r2 n,:- -0 90 103 128 s3 ~ 93 128 I 1 Pnv.er r-•blc
t Jr 35 60 8:i 19 12.4 41 90 aq .any C Ruig
25 1S 48 76 9' 117 45 87
rc s0 - - 31 6/ ' 89 II(; 40 'u 1.iC
0 35- 22 57 32 103 35 s0 176
4o - - 45 74 I} 9530 7 121
4S 35 64 8625 1 74 11%
v
° 50 - - 25 53 77 - 70 110.1
S IS - - - - 40 67 66 10.4 T
1° I--
- - - 30 S6 53 96 _ 4
6S - 20 45 ' j 58 69 g- -
i 70 I - - 35 55 81 -
7c _ - - 25 - I ".1
I i
AO - - 41 di,
90 ri
100 3')
.
DIMENSIONS
i! ~.meneinnr. am n n: fic':. Ih: nui sv ff.• eJn+1n;.:bor pt,'pc:csl
RC)1,.1I,ON ~ '
4 1
Nn-
Ir.K-BA A
xylem Xyh.ri. rx:.
Let's Solve Water 2881 I.-,St bayard sveel ,-xl., Swh: H
SenH~ n I a1L•;, VY 13148
Phone: (866) 32fi-4210
Fax (888)32%-5877
www.xyle.minc.com'brands/gnulazwatertechnotoyy
Page 6 a • b ot'6
POWTS OWNEWS MANACENIENT PLAY
IFIri1I F INFORMATION d
septic l d [ ulk CSPECIFICATIONS
(MIXER C hrrsto her an him betty Korent tic SYSTEM _
- ~ - - septic ~ 121111 Qal
P F t2M I'1 l: pmt Tank M nut tt rrer W iecer C onerete
er M,mulacluru Poly Lok
DI ',IGN PAR MITERS _ Pflluem Piltcr Model _ PI--ds25
M mho of Red txvns 4 Pum I tlnk ( apac,tx _ Boo
Number of C.ommicrcial t fnits t'unap lank Manufacturer Witter Concrete
I suns t d Wils I'ow 400 gal day Pump Manufacturer C.orddt
Desi-'n Ilow (PcakI (I-.st. x 1.5) 600 cahdav Porn, Model P:PO : or WE03M
- - -
_ Soil Application Bare --1 r t d ts. ft= _ Prcln thnem Unit i= 'a
InflnentrlIfluenl Quality Monthh Average Sandi Gravel Filter i Peat Filter
hats• Oils & Cn-casc (FOG) ....10lilt, 1. Mechanical Aeration Welland
Biochenlicd Owgen Demand (BOLL,) ' 2;20 ❑lt, 1. Disinlcclial Others:
I oral S;u:pcnded Solids 11551 I sit mg'I.
1 rctrc.dc:. I.IIhlcm Quality 11 a \iomhly At•c•Ia<,c Diet etsal Cell Is) 3 Leaching Chamber Cells
Riodicmical Oxygen Deman,! (ROD=.) 30 trig 1. X in ground gravity In-ground (pressurized)
lblal Suspended Solid, ( ISS) 30 n,g I. AI-grade Mound
tltr' 1001111
Fecal Colilmin (tcomcttrt mean( 10
AEI xlimnal lftIti nt Particle Size 1A inch diameter I ' filtra inr Oahu.
' udlralor Quick 4 Chamber I IS.4 - 20.1111 sq. fl.
MAINTENANCT' SCIUDIJI.F.
_ SF KNICF FN'6N'I' S
-
In~eel Condition of t mklsl At Ica;r once ever; ~ numths \r r (s taxunum 3 years)
I tan h out coot nt fl tank sl 4A het t once cd sludge arid ER~ Ilk FKI (11 i It M
1 _scum equals one-third 1 1 0l lank toluene -
Inspecttkjersmcell(s)-- _ I AI least once every mw0i` cat(s) iMa xiin it in 3)cars)
C lean ctlluera-iltcr At least once every _ ~mon'hc t yoarfs)_oracneeded -
ispcct pump, putt controls and alarm 1 least ones evert mouth. I Car !s i n: a
hush laterals and pressure test Al ;east once every t months ' year (s) i r✓a
()thcr; Al ieas: once cvcrv I months )roar (s) I mia
Odor:.
Maintenance Instructions
loslx•ctions of tanks and dispersal celk shall be made by it indtvidaal (tot)ing one of the followinc licenses or certifications: Master
Plumber Mater Plumber Restricted Sewe,{ POW I Mainlainer; Septage Servicing Operator. 'tank inspection roust include a visual
inspection of!he tank (s) lo i(Ienrif any missing or hrokcn. hardwwc, identify aty cracks or leaks, measure the volume oferunbined
sludge and scum and to check for any back up or pondine of O'lueul ern the ground tit -ice. I tae dispersal cell (s) shall be visually
inspected to check the effluent levels in the observafiun pipes and to check for any pondine, of ellhlenr on the'ground surface. the
laindiny of effluent on the ground surface stay indicate a fall ne condition and requires the immediate notific:pion of the local
aulhorily.
When the combined accumulation of sludge and sewn in any lank equals one: third or more of the tank volume. lire entire
contents of the tank shall be removed by a Scpta.ve Servicing Operator and disposed of in accordance with ch. NR 1 I Wisconsin
Administrative Code.
the servicing of etll rear filters, mechanical or pressurized POW I S cmnponcnls, pretreatment components, and any other
maintenance or monitoring at intervals of 12 month; or less shall he performed by a certilied POWTS Maiulainer.
A service report shall be provided to the local reFuhuory aulhorfty within 10 days of completion of:nry service event.
STARTUP AND OPERATION
For new construction, prior ill use, of the P01GTS check treannenl tank is) for the presence of painting products or other chemicals that
may impede the ireaonew process and % err danlagc tile dispersal cell Is). If hii~h concentrations arc dclected have the contents of
the tank is) removed by a septaee servicing operator prior to use,
Page 0ai lit offi
Sy lcIr •aarl tip shall cot occur avhen ,Oil conditions are li'OLeil A file infiltrative 4111~rcc_
luring power outages pump tanks max fil. ahove normal high water levels. When power is restored the excess wmtmaler will be
discharced to the dispersal cell (s) in one large (lote, overloading the self (s) and was, result in the backup or surface discharge of
elflocnt. It) avold this situation have the contents of the pump lank removed by a Sepfage Servicing Operator prior to restoring power
.o the cllluent pump or contact a Plumber or POWTS Maintainer Ip assisl in nianuall% operating the pump controls to restore normal
lv vk within the pump tank.
i)u not drive or park vehicles over tank,, and dispersal cells_ Do not drive or park over. of otherwise cdismrrb o' compact, the an:a
within 15 feel of the down slope of any mound ut at-rode sod ahsorplion area.
Reduction or elimination of die lollowing from the. wa aev%ator stream may improve. the perfotmane. and prolong, the life of the
POW'iS: antihiotics: baby wipes, cigarette bulls; condoms, conon swabs: degreasers: dental floss; diapers; disinfectants; lot;
liaaulalion drain (sump pump ) water; fruit and vegetable peelings; gaiofine;grease; herbicides; meat scraps; salad dressings:
medications: oil; painling producls; pesticides: sanitary napkins, tampons; and ware[ softener brine.
ABANDONEMENT
When the VOW IS !ai=.s and or is pcrmrmends taken out of service the following steps shall be taken to insure that the system is
propcrlN and safely abandoned in compliance with (.-h. SPS 3383.13, Wisconsin Administrative Code.
• All piping to tanks and pill shall be disconnected and the abandoned pipe openings sealed,
• The contents ()fall lanky and pits shall be removed and properly disposed of bN a Seplaee Servicing Operator. After pumpins, ail tanks and pits shall Inc excavated and removed
or the it covers removed and the void space lidlcd with
soil. gravel nr anollicr inert solid material.
ContingeneN Plan
If the POWI S fails and -arnol he repaired the follmvinu mv;varci have hcen, er nmsl he taken, to poo ids a code compliant
replacement syslcm:
A suitable -epiacement area has been evaluated and may be utiliied for the location ofa replacement. soil absorption
system. The replacement area should be protected from disturbance and compaction and should not be intrin,wd opoc by
required setback; from esistinp and proposed structures, lot lines and wells. Failure to protect the replacement area wild resull in
Ifle need li r a new soil and site evaluation to establish it suinrbl: replacement area. Replacement syirrms must comply with rules
in Oleo at (flat time.
A snitabdc replacculent area Is not available clue to setback andtor soil limitations. Barring advarces in POW'I S
:cchnolovy a holding tank may he installed as tI last rc-nri to replace the failed POW FS.
l~..) (hr site has not been evaluated to identik a suitable rcpfacanicnl area. Lpon Ca.luw of the I'OWl'S a soil and site
evaluation nms' he performed to locale a >uaablc replacement area. If no replacement area is available a holding; lank may he
installed as a last resort to replace the failed POW I S.
Mound and at-Grade soil absorption ,yslcris niay hc reconstructed in place following «anmal of the biomat at the infiltrative
sue tare. Reconstructions ofsuch s.\ ague must comply with the rules in eflecl m that finer.
Warning;- Septic. pump and other treatment tanks may contain lethal gasses and/or insufficient oxygen. Do nut
enter it septic, pump or other treatment lank under arc circumstances. Death "tall' resell. Resent- of a person
from the interior of it lank may be difficult or impossible.
:Additional comments: Due to the proximily of critical slopes a replacement system mat' involve an individual site
design where we isould remove the clogging trial helow the leaching chambers and replace it with Aslm C-33 sand
then replace the media. An alternative may be to re-test on the other side of the wooded slope..
POWTS INSTAL_LHR POWTS INAIV'I'AIN'E12
Name W alter Nccbv ille Name - r _
i 1 bunt (71.5) 49-3322 ' 1'hmic
SLPTAOE SERVICING OPERATOR LOCAL REGFLAIORY' At 111ORITY
Name. _ _ ' Run's Septic Service Name tit. Croix Counly Zoning
Phone ("15) ?.19-1115.1 Phone (715) 38th-4680
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oI ptaupin out the scp:ic lank cuen three <ems oc sooner, it ICcd:eL be a Iicrnsed pumper. U aat at., uu L) at Into
:h 5.°-.I-- III can <d.cct the [imztior,, of rh.. Iic tan'., a: a tre- III ca: s:a,:. in Ice .xas dis, osa! svstell'. Owner n,,;IIIcr. _ ,e
DO1._ 1,it:I x spccihc:l in §SPS 8; I :md in CL,pt r I'' - tit Croix Count. Sauitruv 01Jbancc.
III, ptopvm Ottlil aLTCC:; W subnti: to St. Ciutx ( ouuts YlamaIf: & Zoning Dcpanuient a ccritication torn, srg-[led the
,.viler .ud r• a rr.4me: plum`.M. loumr} man pitunbm Icstricted plumber or a lkcnsal pumper v erif%ing that 1 11 the on-ylc
Wait" ater stem L m pro ier 11pera;int-, condition an.i'Ur 12) aster uspection and pumping (d'ucc-ssarv;, the scpric taa: is
i tirao I I lull a' s:Udgc.
nr. In: nnJar gaud have I end Ine aboc • °eyuirements and Agee to maintain the private sewage d ,po,nl s}s:em trith the
q ( AI J; art lo:ai,. herein, J. set h} th,- Ucsrtmmv of Snfc:% And Ytotessioual Services and the DepaITmen-. of Sauu'ui Resources,
Stxlc u• Hscvfom (-ei•i .I..aJoa start g tl:a: cour epuc s+. tc.n sas Jeell ntaincur,_.; ma a be i.omp;otad and resumed .o :he S:- Croix
,Iris l'altnl t: & Zw,m, Depariment V Ith11'. r of th • la'ce' )'eat cxpnIiiii Jxe.
'.cc lil dl Aaltmcn b oU :hr 1 11' al role to t C bes..t rn ou: ti toes:edce I the am'aru JIC owl,cr(c 1 o'tf,c
ut I -I,. I I 111;1" L, 1 N cirtuc of a war ant: deed rc:ordcd ui Resister of h_eds Olfic:.
Numb of hu rom1, -4
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c;r 11. 1 mauo, d:--t :;.:msrcr..uitcd ma; ult in tlt samtars permit beirig rec oketi be the pialmhig Zonin_, Depamttem.
II r.t it w it'n tiu; appheauor a reoordec I, <amatin deed tvin the Reg:stcr of ikcas Office and a copy of the .nttice sun ej ilia-
11161L:: -.:n Ine cva.~anlc decd .
1 04 12 i
Wisconsin Department of Safety and Professional Services
O+vlsran of Industry Serv' SOIL UATION REPORT XM5
C\~ Page 1 of 3
t O ~i ~S 385, Wis. Adm. Code - - Z, Keith Stoner CST
\O County
Attach complete site plan on paper A11 i cChho~s in size Plan must St. Croix
include. but not limited to vertical o I refr=Wrlt (BM), direction and
purconl slope, style or dimensions, nonAarro and dl~tanoe to nearest road. Parcel
tN~y 1040t68 -300
Please print all l rmatio V -
Rev ed By Date
ve~;gnm rMOnnotion you prowde may oe. used for
(Privacy Law s 15 04 (1) (m)). / /
Nit
Pruf~rty Owner Property Location
Christopher & Kimberly Korent Govt. Lot SE1/4, 'S,
7, T28N, 19W
- ,-1
Pro erl Owner's Maili Address
n Y r 9 Lot # 01ock # Subtl Nam r CSM#
483 [Cove Rd 1 CSM Vo 8 Fir 2373
- -
City State Zip Code Phone Number city Village Town Nearest Road
Hudson WI 54016 Troy Same
New Construction Use Residential/ Number of bedrooms 4 Code derived design flow rate _ 6DO GPD
Replacement Public or commercial - Describe.
Parent material Sandy Outwash _ Flood plain elevation, if applicable NA R.
General comments Propose 3 - 3 x 60' dispersal cells using leaching chambers and a 7 SAR. Locate the upslope cell over the approx. 107,00 Contour
and recommendations: with SE=103.17Center middle cell over 106.00' oontourwlSE=102,17 and downsiope cell aver 105.00' contour wrSE=101.17'
F 1-1 Boring # Boring
Pit Ground surface elev. 104.58 R Depth to limiting /actor >98 in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisted Boundary Roots GPDIR2
in. Munsee Qu. Sz. Cont. Color Gr. Sz. SR •ERRt •Effp2
1 0-8 7.5YR3/2 51 2msbk ni CS 3f-co 0.6 1.0
2 8-12 7.5YR3/4 51 2msbk mvfr gs 3f-co 0.6 1.0
3 12-21 7.5YR4/4 sl 2f-msbk mvfr gs 2f-co 0.6 1.0
4 21-35 7.5YR4/4 Is 059 ml gs 2f-co 0.7 1.6
5 35-49 7.5YR4/4 / s Osg ml gs if-co 0.7 1.6
6 49-98 7.5YR514 ~D~ r 1 srs t~ DSq ml if 0.7 1.6
Boning
Z Bou g # . -
Pit Ground surface elev. 08.03 R. Depth to limiting factor >305 in. Soil _Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/R2
in. Munsell Do. Sz- Cont. Color Gr Sz. Sh. •EHO'1 •Efra2
1 0-5 7.5YR3/2 sl 2msbk mvfr cs 3f-co 0.6 1.0
2 5-14 7.5YR3/4 sl 2msbk mvfr gs 3f-co 0.6 1.0
- -
3 14-22 7.5YR4/4 Is 05g ml gs 3f-co 0.7 1.6
422-35
7.5YR5/4 gr is Osg ml gs 2f co 0.7 1.6
5 35-105 7.5Y115/4 s Osq ml If-co 0.7 1.6
~ ,3L #4 - 5O~iu Cobble
' Effluent 01 = BOOs> 30 _ mg& a TSS >30 < 150 mgll Effluent #2 - BODS < 30 mg& and TSS < 30 mgll
CST Name (Please Print) Signature: - CST Number
Keith Stoner _ j 224059
Address Keith Stoner CST Date Evaluation Conducted Telephone Number
23220 Wood Creek Rd Siren, WI 54872 9/5/2017 715-566-0900
se"33011107,I rr
Property Owner Christopher & Kimberly Korent - Parcel ID # 040-1068-70-300 Page 2 of 3
F3 Boring
Boring # Pit Ground surface elev. 104.43 ft Depth to limiting factor >96 in
Soil Application Rate
I lonzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu Sz. Cont Color Gr Sz. Sh 'Erh11 'EBC2
1 0-8 7.5YR3/2 51 2msbk mvfr cs 3f-co 0.6 1.0
2 8-17 7.5YR3/4 - sl 2msbk - - mvfr
i , gs 3f-co 0.6 ~ 1.0
3 17-29 7.5YR4/4 sl 2f-msbk mvfr gs - 2f-co 0.6 1.0
4 2939 7.5YR4/4 Is Osg ml gs 2f-m 0.7 1.6
5 39-84 7.SYR4/4 s Osg ml gs if 0.7 1.6
6 84-96 7.5YR5/4 'b'l 1 11, I lmsbk mfi 0.4 0.7
~z
I J Boring # Boring
Pit Ground surface olov. 88.1/ _ H. Depth to limiting factor 42 in. Soil Application Rate
I-lortzon Depth Dominant Color Redox Description 1 Texture Structure Consistence Boundary Roots GP D
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EI#{1 •Eha2
1 0-5 10YR2/2 sl 2msbk mvfr cs 3f-co 0.6 1.0
2 i 5-16 10YR4p sl 2msbk anti 9s 3f-w 0.6 1 1.0
i
3 16-25 SYR4/4 - sl 2msbk mvfr gs 2f-eo 0.6 1.0
- - ; ' -
4 2S-42 5YR4/4 sl 2mabk mVfr gs if-co 0.6 1.0
5 42-57 5YR4/4 f2d5YR5/8 sl m/2mpl mfr gs 0.0 0.2
#5 - veins of Is 7.5YR4/4
Boring
Boring # Pit Ground surface elev. H. Depth to limiting factor in - -
- -5011 Application Ratei
Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPDQP
m. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efla1 'EIW
q/y/17
Effluent 41 = 800,,> 30 < 220 mgft- and TSS 1301.150 mg1L ' Effluent #2 = BOOS < 30 rngrL and TSS < 30 mgll
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