HomeMy WebLinkAbout006-1074-95-000 (2)Bol
��[m,ewe.ua�na oiaofB ma PRIVATE SEWAGE SYSTEM St. Croix
INSPECTION REPORT idendery
a mmxe 615330
GENERAL INFORMATION IATTNCH TO PERMIT) $11pill
Fol redwoods
x IP°n oglllml4
TOlormePHeLladreLCme NA m �eee sdWred TOWN OF CYLON iToo xd. 006-107495-000
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TANK INFORMATION ELEVATION DATA LnL 31
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PUMP PERFORMANCE CURVE
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SEWAGE MODELS
2" SOLIDS PASSING CAPACI
e cpynpN2oR°.zwlw co. All yi¢ renvx
6
safft and BaikN9a Bivislm
201 W. W85RUNWRAve. P.O.Bm 11B2 SennmeamnNwiW Oo
MAY E 8 2019 Madison= 53707-71B2"
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31, ib.
ak
❑sw.amm-olFmc.
;R oniY one tool Io uoo..... �M�Moalfiomim w Euun65pYm(WWI)
❑"WoomtSNv^ ❑"frteowNHONwP WReOWmnem Gnly
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❑nmem:wwel,.uosa ❑emmwamc,awa ❑Mums
1 M Hpya MBaacaems m'v9wcxi.� o .
SB0.6398(R.11111)
SYSTEM PLOT
IWp24Betl Mound
v�� vm�a
B M1sme A Bm Fw.n 'Ww
P'pe MaeNY/OSIM s,M.m
I- -
$Ob.W
iBM�Gaim,n T"pol SWWm
]&.]LL98 ]&A5
in
BM3 BM E . 1
R w
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some T.emem, (1n+) �
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ndplydap MgoAlMamm, ,,b:^dW
mxn Toy Evans -dominant
GM-Baneby
April 26, M19
CONDITIONA ,U PROVAL
PLAN APPROVAL6 RTRUM: 2021#26
plan Revkw: PRTS- W 1900158-C
D M o�
61615
Bo
SITE: Keep Mound
County Rood o
Towaof Cylw
a•:g(aou Cowry
Tool Amounted 5250.00
FOR:
CondMlonalty
APPROVED
DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
DNISION OF INDUSTRY SERVICES
V.BtfII I
SEE CORRESPONDENCE
Mound Cantonese National - Va. 2.0. SH0.Road 1-P
(N.O1ro1,RI0/12)
ydmIe M-P(1Aon Camµomt Missed-Vn. z.0,
seo-mTa6-e M.olro1, a 10112)
Daoiv4an: 600 GPD
Maimenmma Raryimd
The adesiWld 3W above bu hiss mar mad To c,m:mmx and, ppontable Wiwnsta Admwaninw, CMe:
and Wismmin 5ptutr . The sabmioal due het CONDITIONALLY APPAOVm. This eyelet is to be
mwuucW end homed In ecmNeam wild Me emlmM Vipmved Plena add wiMmYwmWamt mmW(s)
rtf and Move. Tbecannot, in definW an coupler 101.01(10), Wiarunaiv 5lmodel, is tope LI< hinconalithoce
wind all m]e:elPmemmu.
No person my mgage in ar wmk at Floating in Me state indent Iiee:wA to do so by the Deplawa[ Pa 1,1 45.06,
ahb
The MuQ,,,8 eovditwm MIM be:M duwg cOum,cml miuW2ti and poet an occupancy an less:
I I is recommendedt base off disiterstal sees pater and during western main to avoid distarMoeq
to question and eve of the Me.
• WlM am construction. It is remmmentled not to veivate Me pmmp in the dote tank undo the taoW are
Pat prior to homnwlter aaupanvy.
• WInan2a r gmemted ham wohavWn elnning of aquTment and hands isobar tedaver eonstrueEw
prodoeb And not be discharged John the dNn Nuharying as Me pemate Laid a wartewater[mtuteat
em(PONTd. Waste generated vballbe property disposal of oe.deorOff sm-
e Any ell getters, lamµ and Mindy Mill be cat And and moved prim b ddilk the rvRace for waellsom
in Remain mauieg Vida, Me duper arm
• Peloran construction of We shipment area, aback Me molvlom mahat a the sail Wa dap&Of8 insists.
Smeuivg aM compecdng of wet roil will remdt in rMu M Y Me io&nuiun uputy of Me sail. Proper wJ
moianee motett cam be beemined by roWng a and sample hnveeo Me h If It mlu imo a ll4 hqh Vibe,
thesiwis Ww wPe . IPitwmblw, slrcprcp ti wn Pro , IYlbc vitae Wowe[ta prepve, dovot
pro=MmtI itd m
• To mM now Oades Mtween x On to feNrewea:
As always goua worhmamhtp mod atwetlan W d awlog the loewWdoo pm,ms w crldeal of
ammog a noel Peodon thrt wID pwform u d"w"
• P cal coonmdoms shall wmplyM SEE 316.100 a" NEC 300
• An plplog shall motosm to 5P5 Table 38430J and SPS Tabor 38430J
A mPY of We aEmty plms, sNmOcatcmt and t leea."I be mwire dwwg moetl Ecm sod cpmm
ivmecdon by aulhcevN reprmeNetivu oflhe Cc{Mmmt LANCE auYinclutle lorel ivsp¢msa. Allpenmp
required by the Aaw or We local vwmcipiliH slWI be obminM Pram b mm rmxnmtof
covmnetioolwmllgioNOPentiao.
Iu gmoMg W is •pprovad Ne Divisive a W osny SSWm rtgervd IWe right b requve chsvges or adNliooa aboutd
cmNWm¢uue mtingrh®eresp ik*mrco�WaMa. Aa pnlom& I01.I ar ccmmtiog io lute miew
amumemthca«igpaofwe raponaibluH�aesignmg.mr Imilding awnuw, menmponm.
IWwriscoomuiug this mrmspoodmm my M made m me m ie Migp nwibv listed below, or at dw address
®wslevmhcad
The zb v 1 S mdAmsee Nud rywide e copy Dives 1e a the POWTS mnagement pl®w the Dam and aoy
oWm who= reryomible tm ore m mlleomy operation orofNe PoWTS.
Sirm=ly,
,T ' mwem
Travis Wagner
POWISWash ter Speiallrt,Olvisionof IndurtryServices
(608)598,071
traysw moral .go
URE DISTRIBUTION COMPONENT DESIGN
ReedemaWN'tWlgn
INDEX AND TITLE PAGE
PmfM Name:
Kmpa 4 Waftom Mount
Conditionally
oMmem Name:
Mlpnaa asbelbvlww
�PROVED
C sAdopted
18M Counts Real DEPT
OF cncETY AND PROFESSIONr
SERVICES
I Rmnmono VIIW ]
DIVISION F INDUSTRY SERVICES
Legal Description:
NE94 NW1H 532 T31 N. R15W
TOxnafiip
Cylon
County:
SL C1ux
Subdroaon Name:
NA
SEE CORRESPONDENCE
Lot Numde[ 1
Pa"[(.D. Number 005-10I47
Plan Transaction NO
Page 1
Page ]
Page 3
Page 4
Page 5
Page 6
Page ]
Page 8
Pape 9 A 10
Page 11
Pape 12
Palo 13
Page 14
Altxtment
Block Number
Index and ale
Deo l n0y
Mounddmxings
laklal and time lank
Se lam mamemance apecificelions
Management ant contingency Pan
Set and DOW Gnk Sped iicapons
Effluent filler Inromlaxon
Pump specifita ons and curve
Plot Clan
Saprl Wyd maintenance aalecnent
Omanry deed
Cant
Sul evaluellon repM
Deeper John Scbmid Lkense Number: 2237M
Date: V262015 .[� Phone Number: ]15-]500
Signature /)L.�CT
oeege.e Pontoon to me
WUM CanpmM Manuel br PMV15 V nIm 3.08aPI Wa1RIN. 01101) ant bN
9a Pressum
WWmMoed60eM1}Iamund Wool
2Y0 NeMIO Mal0M1WBIleM
euhm Cem{wM Wnuel Ver. 3. PimDSPIX. 01N11
Vervm i0IR. 0320121p� Pagel
Mound and Pressure Distribution Component Design
Dearer Worksncel
a_HS interesting"
OR or CI !� RRealomNal
or nrea410eaign
xue. w.d au omokut�re ores..
W .m
Eabmatx! Wsibibater Elms
Tam�3e'w.i:iwr wlu.m�lfw
1b0
Peaking FBelOr(ag.
ED.W
Nam Flow(go)
$.W
She Sbpe(%)
F 103.00
Contour Line Elevation(1)
_26A0
-040
Nion to LlmNng Fabor(in)
IneiW SOA Arohiw4on Ra1a (ppbM')
OMWbWbn one IWwesation
1g0Ag Dispersal Cell Lengln terms Demur flM - fi.GO :;alWMN (n)
1.W Oispersal Cell Deagn Loading Rase (grdi
1 Influent Watered l]uakty It or 2) Are her lalazls Me highest dim
in me distribution Y_
Preµue Obdbution Wackenhut network] Enter V or
(C or EI Letter or End Abandon!—
300 Lateral Spending Oft) If N aboveenter
Wine elere0a (R)
6 Number ofLiberalsof he highestpo Wine
01%Orificete mat( )
300 Estimated Durne Sparing (M - ].50 Rt/orifice
L 3•, x00 F rmm L' ere eml
I fuo.00. PumpPortended
Tank
LegM (n) Dean Me rolmma drain Cacxi - x
{� 93.00: Pump Tank ElavaM1an (M1) EnMrT n N
i • 55 System Xcad (ryj x 1.3 1631 Fomemain Orainbeck (gar
1`b iDa2 VeNwl4ft (X) 90.53 Sx VOM Vdume (gap
3.]g FncM Loss (R) 1CB U Minimum Dom Volume (get)
0.a0 IMlrro Flier Lose (In
18.]s Total Dynamic Hmd(N
Lateral Wwmr seleptlon
in a'w. oXon tom
3,00
100
125
1.50
1S0
00
Treatment Tank lnermallon
1200001. Sepkc Tank Capady (gap
IWgae CA IXete,_ jmanufacturer
Doss Tank Information
800.00'. Dom Tank Camclty (gap
22.2A1 Dose Tank Vdume (germ)
!Weser Corurefe IManufadurer
Pmiecl'. Krupa 4 Bedroom Mound
4309 System Demand (gam)
xanlMd Diameter sxacHon
.o kinscbdpe
L252fi
0 200 It
300
G_albrWnCh Gkude or (optional)
Taal Tank Capacity (gal)
The Working Hasid Depth (in)
u gann ember result'" wll But
EMu FiMr,intormatl
POLYLOK___. - Filter ManufaMurer
1525 'filter k1cdel Number
Page 2
Mound Plan and Cron Section Vwm
Mound Component Dimon o m
D 1010,OOn G 1050It 3 1514n w 21.a2R
60000 (fl) Dlspemvl Cell Free 162829 (It2) Basal Nee Available
800 (gptlllt) Linear Loading Rae tI00 (R)1110 B OM. Plus Placement
Mound Cross Section View
Aggregate Dispersal Area
Fmiebad Grade 10563 (a) —�
104.33 (Io Moral
F oarnsme Invert
03a (I
OisoneI Cell (>1 ry
Elevation € 'r.11
4040
;,N�avpwine
CeMOur Elavabon
a 0 %Site Slopel s
aia Fabric Cover
Sb tling Key $8OYPmiek ltletaPeon
Toziil Cap $5 15h 7FTefw mMr, the4V pe retowdy e e egueDyT pmbu wmen r o in me
—A—� ainnnutM OW[ ).
Pmjeor Krupa 48eLromn MWnd Page
Center Connection Lafaral Layout Diagram
fi
P
5
an
r%—r�r ax
atoll PVC
a...t0•a
M SPS Ties
3Be y]ane
Number of Laterals41875ft
0"CeDiameter0158Lamers!
DMmabrin
Orifice Spacing 1%)
2.53
M1LBRRI
Length (P)R
Orfices per LaNrel
20Lateral
Spacing (S)fl
Orifice Density]
50
ILateral
Flow Ramagam
Maniti Length
3 00
M1
System Flow Rapegpm
Manikitl Oiamater
1 0
in
TotalDynamicHeaE
Forcemein Vebciry
<a0
roseC
(hate Tank information mina raw,„iln wern;ra
I�M�an�mpmea.in ens
Endiia W NECrW
SP5318.Nq WPC sin gawntl
L
Tank component s pmPoM wmM A moawt
hCHIM
Wieser Concrete MenufacNrer
Caww 890.CO Gallons
Volume 22.20 geIMM
Dim much
Inches
Gallons
A
1617
60M1.O4
S
2.00
"AB
G
D
480
1itp
106_84
244.64
Total
35.97
Now
c
Alarm Manushcturer ISJE Rhombus
Alam Model Numbs 1636378
Pump Manutactura
Pump Model Numbs 5 _ _
Pump Must Calker i9 p9 add at TB ]S aTOH
Note Svimhes
ants ne mercury
may not be used in
this system.
Pmject'. Knipe 4 Bedroom Mound Pagers
Mound Slarl Maintervance and DiNgragdon Swificalflons
Service Provider§ Name - ---JMn Sc�mM-— Plwne.)iS]WMBB
POWTS Reguletofa Name ffichch: Cow Zoning - Pho Tt5-369�863
SYaMm.F_ _
Design Flow - Peak 600 gpd Maximum Influent Pemde Size iR in
Estimated Flow -Average A00 god Maximum BO05 x220 mgrt
Septic Tank Capacity 120o gad
Madmi TSS 150 mi
Soil Atumpbon Component Sixe 600 to Maximum FCCW mi
Tyco of Wastewater Domfta Maximum Fads Colilorm 10N M100mL
SaaeceroJ Pump Tank
effluent Filler
Pump and Controls
Alain
Pressure System.
Moun
Serl pearl
Ina anNprwrvk£onos 3 rs
SM1ouW In ate clean at l6aM orce 3 n
lestonswevery3yerms
Should Mat month
ldMnM Should be (Wl and pressure Mated even, 3 n
In?pem brpoMim end aw�a eg_onw e'mry 3yee.
moue ConstrucgOn antl Material
1. Observ040n pipes are slotted and ma el conform M Table SPS 364.30-1, have awaMngm cop,
and are secured In a5 Shown in the mound component manual.
2. Olapen0l call aggregate conforms M SPS 38a.30 (5)(1), Wier. Adm. Code.
3. AA gral and pressure piping matemis conform to the requirements In SPS 384. Wi3. Arm. Code.
0. Tillage of pretense arw is acwm0lishew win a mote board or chiwl pow.
5. The mound flNdure and other dlsbNed alias will do seeded and mul ro prevent "I shovel
and help reduce most penetration.
Latanl Tune-up DM it
Finished ......M46
........
Grade v
Diameter lawnThreaded CManout
Sprinkler Vahre SwPlug or Bag Valve
Distribution
�+g Sveep W or Two
Oegrw Bends Same
DlmeMr as Lateral
Pitied Krupa 4 Bedroom Mound Page 5
Mound System Management Plan
Punwntb SPS 3at.5t, WN, gEm.CaN
TAIpaNbmexanMgpabG in amendment BPS M-54WA Ader cone. end that mvinguill ac anmwM AYmieWmT
nxOak AjbB lkdgg,1 iN )i Mclo?alvbv pMelmtlon 86 diOld heart gathered, Contaminatednx) 9 MaVer. 203P
10 M OM should ever M4r a MrMb a urm lank skere methanol xM n e ght mainenanx Moms
vm punelalk eeendMit heu mina=p wwho but had]]. N1. Mm. Core whenamemnks um no longer uxdu
v 6ep&or nobrb n¢Mub MlnyvtltlbwekrlgNneseenn ¢o ¢. wrommmmp
wMbxrvplceaMldavemmW MerllMmemwanM1gnrmu{on NvmrtgkMMxMa. gnYoxnvq MerMftlunwuM,deMJM nr
M+kelo pnvxM e¢Meulo u�nauNdr'ptleMrylnbe�inxBaBm �NmnL&Incnx In oivMYrvhallMucuM EyanaXxliwlwJiiry
b cThnY
TM xplutlnhaMpM mamMrndpy vn ntlrvMwl YMM Grin amobanmraAbR I1J,Wkm.rPlMben].bGMxeM. T MNplMry muMewre.Vt Myx, 6MlcnY. nkaNMtM OW"IW
xofone,
iM bNMfilbMha6de cleenm by ambient
The M1lMurlMpaxoub rMEe nmmW MMSMdnora
mvdab Main xlgeln Ne IvnhrAelmrylbugx oR)MflMwiin lamagn M1pn Xe Mtlo¢um XrAe MbrYpulppM w5M1 en yamr, Ne
fllMaxvllxauriME XNe alxmlexAVXW mnOnwlWy. ImelmMvmnXar Nrm¢mry MOFM¢uryeflonwan lmmMhpmOkwu
b The Manuel me ip¢Mnhlp Wv n that Malugevno arum in N*Mnkv 5191M IgNn rcluma NlM
bulF. MlMmnbnb MNe MNI en nM lemwptllMlvne W etMnnlelevxumammvinbnvnx PononmlaNktlw Manierd
Allen TMamAban NbleLpb orpMnblydadprnleenWill
Nan eepkxnhumrlam n¢bgMn%M rpoW.ati
Xowmr, pwMpmal
an uxn May mall M xpr Be xpOo unit oM ou me M "t orC nit
TM pump (owing)Milk Wall be ingrtal at band on¢ every J yaw. FII w farm¢, and mimes wen bar team to will prowl
ogntion. It an emWm aMr b brad wean the talk n shall Winsome and xrvlmdw Mmman.
n,deanoma Mplvnm Dora maoupi met Wemrn ohMW6M anbm
No man or en ugs may by nbace abound lee mmhd'S Permit and The it area
to pmbide aMepMWlannmm M1o.tpannmon. TkM,yMwd ra
vyau iaerw nalonx mzmed urim sal ovrrpxlirnmry nkrarwmuonaNairNmnM¢bMrwhnm Ne
aa«mmN:wmb'"riu"p`°omoawn mn«ndr.r. cau a...w,InPn.Mr„rmmw�rebm.mnM.min.rw
h�m�m a nea:in�mlcee .a xoudnob rtom 6aMM.
InfluempualeyiMOMe IDM9&ammaynmMIMEMOrlQh �tSomyLT56m]rrglLFWmbreM caMenueMor30
mgrL�a^30 mNLi�5. 1a0 m:M1FGG, end lMtlWlW mLlorxghNrrvvmamueM. a mulmum peegn5pn
a ihepMWn MYOlbulbn ¢yMml¢pnmvbef wMaPusAing ha
Neend tatW amnl.M meMedN nIIIINb
Masan Nrkeed, aynmlq hb n weryl6m nr6mRomrM 4 hottmmrirMb yand
en the¢nbmw InNlmxdexnnlne Irohfim clogging hass ow�retl ad ilerifiMtlYnirgkrpulreM lomabainpueel d�s nbuMn
Nedk a boll.
MGourvor, 6 pIMWIAld WniWbY bollrhm lh chtlNrorelbook ondirq.real aWnavhMorrmcdedbNe pvnw, end vny
kvelaaMveelnpMexminenn Bean imgnding nydnullcleilure repuinng add'NSMI. boon Mwmk monMmp
Cumeargami Plan
lany W mM
pean mnenb hemmer derwMe ttheYM or mmmMM anal My weweereneweme,or renewed to NNe man in
r bpeMlrWMg W n.
nli Ne di bulk trump pump vummla, alarm as nlMp vri[wme¢ debenture the debcme mnpaMnti Mall be mm em
`eralphabet vAM a Coubl m of the pW Pom the some or ddrmen.
nee malphabet
mmponm ray a to alone wastewater Or Min% dhagew Mgae lSUR .n willba member or
nple�in Mop Mlpmddn by imreayne Inner&me d me mal Dean or ny hall behom W cloyed moral One Meta l
media, sN nlem pi0'a9. a ntl mOMlnB vaib comPoMM a dNmtl rlBRaf ery W dvp tM ryxwn Imo prtgr dPoMNp o'MNon.
9x PapeSMtM¢plenfdrNe nameaMNlephdne numMrMawrbslPGWT9rtpubbeMaerviupmvker.
TM InbrmaRn and¢NMub 0manwgmbw and memamndebrprelmknenl hems¢vM a¢ mi"moll w d,,M1 ,
anx en mm ev mpartle daumMb and are bore wd bathe ouwau managarMnt pan burmk¢yaam.
Project Page 6
u
9 CAST -A -SEA
1
IIII
\
II
1
TW/ (
II
o
\
1
T`BiTTiE
IIII
I I
I
I
µp
IIII
.IR
DIMENSIONS:
WALL: 3-
BOTTOM 3.
COKR 6'
MM CU, - I.D. q CAST COMTE RISM
HOOT, 5Y OD.
1ENGT1. ms O.D.
4' CAST -A -SEA B ft INUT. 41' ¢D.
LIQUID Inca x-
WGHT: MT10M 120W Us.
NUT AND WT17:
A' CAST -A -SEAL BOOT OR EWAL
GASKET. CAST -A -SEAL DOOT OR EWAL
NUT AND WDUT WVTU AND NLTR
WSC W SM DETAK. D
Iowa sTAn3 s'E WMR`()
MGND CAYWXTY: 3&b cu iKi (FONT))
LDODWD DENGN, C W DNSANRATD NAL
TORN CAN DE DSm AS
w WA nM Tc~
WOER: MIX DURN p NO MBEN)
PNN. WX DUKN W (SHALL FNBT)
WSTansD TANm
TOR W5TW 7Nl6 CONTACT WESER IXH w
FOR APPROVAL
�A DATE
a lk n+w ra
FL-525 effluent Filler
FL-525 Filter
The PL-525 FiIfor is rand for 10,003 GPII filature per day) making it one of the largest fillers in In class. It has
53511mumfirst0ft/lb-fWrnlo13106. likerFe Polyloki'l,l
,Me Polylok PI: S]5 Fla an aummadc shubMlball
xalled with everyItIRr. When the filter is worked for
cleaning, the Nil will Beat up and hmponrily shut elf
the system so We effluent won't leave the tank.
Feamrea'
I/56" Filtration Sloth
• Rated for IBM) GWJ gallons per day),
aou
f�
• 525 runs, fcefof 1/16'filvabon.
I�i G� f InNewlaa
• Aoce n P' and 6-KHU40 pipe.
a. a t e ^ Pao
• Built", gas duFlm
ruw ` as
• Automatic shuMH ball when filter a removad.
•Alarm noressil lift'.
kind Ln
• Acceph PVC extension handle.
nuAIf.Pn
PL-i35 Installation:
ldsvl for reddenual and commercial waste now, up in
$25 Wnrr If
I Win snabnx our day(elop).
'iairvama
thus
L Estate the cutlet of the septic tank
2. Remove the tank cover and pump tank if nnassap.
i. Glue Me Rlhv housing I, Me 4"bar 6"outlet pipe.If
qII Ip ��
the filter ia not cenrcM under the aas op.,ning use
Polylok Emend an Lok or piece of pipe to bonder filter.
J. Inert me PL-45filterihousing
.
SReplam and snare he,,ps, tank cover
Sb Maimenas n:
Th willoperateee efficiently,for
Thera)
wasflflluer normatersl
.several under normal conditions Mfnrc «cleaned
g
d that
keening It is recommended Mat the filler cleaned
seep' time Me tank is pumped or at lean evv ery Mrce
contains an
filed
whienmelaml.
tho owner will he notified bya
IFiwr'nn will he nohfetl by an alarm when Mo filler
needs seeking, Smiting should be done be a coined
ce p,ham
,septic pumpor or installer
ic fork
w
I. Intake me outlet.! the wrobc tank.
mmlVrau
2. Remove bulk mvur and pump bank it marinate
3. l not use plumbing when filter is removed.
A. Nil PL-f3 untltig, pot of Me bo...of.
5.Hnaofffillero1e1tlwwpt,tank. Makexuxeall
solids fall pack into septic tank
s kt
n lnuti1w filter cartridge lreckmi, bA houatngmaking
mn Mefdlrp prvpedyalig,ataul completely arserub
Nw4alaw4 s&velrcnyaap,
i. Re plaae and won,, xal tank year,
Is smanhdkurl.,un aadakre mm.aungunkr
Rtlylok. hm. JFwr(eld Bind Ni11 gand.(T IIM42 TA June: 877,7A5 -$eI Fah 201 _114Is 14 rwgolylrkaom
Page 8
Qaur Anew Suc /,w9
NmnxmWmPwN
.ptl�gangsav�
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MAIMS
WIL rk YO BLlbl].fumNf RY 10:MaN1
StlP iR SSW W FU W1.1aaW A 0.QM1.IMf
paL ]ruAl. t tx®9tsr4ef. Mx yy SNaSn
COMPARE THESE FEATURES
• Dumi m9I=mnsdac
• Mi 151 comp Mantled with a glimai
anlmopyMrN base
• Corrceion n edgem Powder mated Mangy nnian
• Snerw oge lifting hi
•AWmbe wM minim Need bolts
NondoIglrg ergineend Bencomia vPnax
imMlerdesgn
Model 151.113 HP adage; V Spneneal solids
• Model 152-A HP pages V spbencal mlMs
Modtl 153-1I2 HP panneY.'sPbeneal solids
• BWbr- SO Hz, 3150 RPM, 61,111 hermetica'ly
Caftir.aolpmicPagelmanner ovmdoad prmecto]
• CerbprVCeram'm seals
Upper sleeve beanng and borer ball bearing mnNm
Inbaldofoil
20 fl. UL Lcutl power mrtl unto moMed>wire plug
• 1V NPT vmdlcai discharge
• ON anal BE sai modes include 20It val"
"I Apm swish
OpemlesM lmmmmatums W 13?F (Ed°C) in eilgi
app Yaeons
AY mWek mtludea I%-x T PVC Wagner tdtlng
vaiabM goal flpmt(s) pcabos end Parody s'Iza
basins efth wrnummag: umps. scHe oral
liners wAh rorauromedc Wman.
k�Ae
PUMP !O.
�ra man. mxlmm
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15111521153 EFFLUENT SERIES
(Far PumpPMMldentiWntlonsae Nexa6Y OJBtf
"DOSE -MATE"
FORT i1C TANK- LOW PRESSURE PIPE(LPP)
AND ENHANCED FLOW STEP SYSTEMS
EFFLUENT
SUBMERSIBLE
IV Ni DISCHARGE
c<YVs [m�oliwe Ix v �— .._l
MOCELSAVAIABLE )I
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and
Page 9
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CONSULT FACTORY FOR
SPECIAL APPLICATIONS
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Model 151 Models 1521153
RESERVE POWERED DESIGN
Fa unuwA mntlNone a rtaene xMy bar a enpinebetl Vb 11n Eeggn A mry Zotllu pump.
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Page 10
SYSTEM PLOT PLAN
Krupa Sedroom Mound
BNt Symbl:� wsE
Mn'.
am M W Q B
M S
MMAWn.TIPOM
Y.V 9/m4tl (ttvR6'�Mel
Dewg.FW OWGPD p>e4
eb:
iya NgeNbl.18iM8YMeN
Kv
ST.0 mIXIDNT
SEPTICTANKMADd'fD cFAORP<eJdENT
ND
ORRiERfifffi CERIIFfG110NPORM
oan�,au.� /l?iKe+�/sa I/h/sKu
P06 CD
67P;uoE.aamery lSsb �Oud � .Qi//J nC/U !(';CGrLr. e, i !Ji 5>/D/7
Ci:�;sbe/�Ca QicHwnr�P, W� Pm lldmancetonN�bm 066-
LEG.0 DRSCROTn /�
P.a-=; Lo: On/je K,N V..,Sm Ld T31 NR 16 w.To of 64)-0 1 �i
Certlfi�Sumq Map Y. Volpe Pzge�
Vrafravn Deed" @efo:e2WnVo1®e�page.9
spcnoureor=oao >dmm;aan5.ro)eowoao
SYSTEM X4L�T&N4NCR AND OVINER CER=AnON
E� = e.:mamemm.o�:rw�+we=mm wwaroonm
.acssm orP®Vm4 omd.�aerm ewym�r�swmmm, vama�.M •�mq+P�em. wemrwem�
�e®orm:mPa�mk m.e�m,:a4:mm.w�eais=:amp om¢am.:
-. =�+��mm4ses. ra3sxn �mn=:wm lx -sc aan��ysmm.r o,am®u.
T. porpmr swam �e m n;®e m s< can cmmr P>�4 @ �an4 nmmmw . �o5w®ram ��,a M m:
vans m�SY^muc Plvmbm,Jomaefm®P�em. �eaeivai plomex maticurdp®pm wm'meum ())m: mtl¢
)�mc:pom m¢m ¢ m paps Vedas �aA� .aa'> m .em i,:smroa aoa r�P�as Cea.amr�, m, we«n
a v3 rm aram4:.
Uw:. d:wdmige�hen rtatl9e ebmsm�aomo®¢ ma^9�bm®vmm�be3�vtivmK: �+Wm1 vYt�wiOtle
mE¢ev x ra1L Dv:l0. ee :m M de nwe®mt or SeraY Antl Avhswvl5vnm' mtl � Dq¢®mt o(Ne�Y Rma'-�
Si'-WW'axaSm CVESrm®®n4&rt YomxpticfYs2m Dm Leama�aNmuGYtempLSimd lmdeAtrap
�9 PI®s8 @ LmmB n:Ynmm wibia 30 a^n ^; ibe drte Ym mP^� av:.
W mdrymmsLm�a¢av taemdvhnl o(mylommowleage Uwem�m0.^ +([)aide
pap.-ry d-vmzd Bore, Fy evmeolaw d-iilwrdm aRepnv o(D taG3ve.
Nom�bvyno(bedrvoms�
/4
SIGNATUREOPAPPLIGNi(S) DATE
'•'Aoy mf eEou ds[n'mlmFenaelmU'rtm6ly NecssirmYWm�b®SrtwtNMehe P400ia4 @YciB �me n.
Iw.Waewiplau grytievu®arva6N wmrmy tlmtl5®de Repevo(DW+06xeotl every aide vvdfiel mvrymep V
eefaeo-v n mew. p de w+v®ty dmi.
(RBV. aW)
ST. MOM COUNTY
SEPTIC T_9NK MAID ANCE AGREEMENT
AND
04.:NF,RSffiP CER=cATION FORM
� m l(,WEL kRuPA
mialins.gdd.-e,{1850 &Y RL 0 4PaJimond W I SYo 17
Ptpp�.4d3te�ssl'(SSe> C Ty R 1 n
gen5cmmre Som Plmntn3 dl, m44 Depnoeu to aex cm nmtou)
city,'sta A/ ,w R�z�""°'.d , W� Par Idton r= nN=b°.:006 - /07!/ —70 - CYO
LEGAL DESM=ON
PrJP ylq.�aoa�r:NWr,s-�.3a .T31 N3y� w,Tovmof l6I1
Snbdivisim Plaz: Loth
CerdiDed Survey Map: Volme PageA
Warranty Dew k
Nforo200-/)Volume_� Puge.N
open hDmo 0y Ono Lm(tt id�dolt D yu pm
SYSTEMMTA NANCEA" OWNER MRTWCATION
lm DM use and vumvmnc: of row m ,oyn,m wwa uh in no pvsnt¢t.alm: w h=vu,,onos Yoo¢
mmD.maarc Asa anOmPmg ow dot swa:,unc e,mYArne, r:a¢ a-amD-.;<nua¢d, euc=:iv,,nw=. a-amro.=P�n imo
toe ryvt Can& foe fmcOm of Ae w.o'ic tm4 u a tr mt Sage m the wfnt ¢'sf=ea: rysAm N=mAmuvee
to ,g oit¢se ryxSWm§525.3Va2(1)and m Chapin12- it Cou C omvy Samwz Udinance.
Ya,¢t. ew-nc ageeeW scbm poubCou,Ad;P ffnca Sa vg or ea:acetificCim fn onsiepaibyme
and tlY amzrra Piamb¢.)o®eymm Plumb¢, mcdaad plmb¢ s vicrosNumps vaCymg vm (]) in onsh
1ss- noml 5nIof n,mhmgo_,m Ov os mmrrm®min�)rcm omwdon anan�mg (gn�matrx m:ig5rnmrm
leas man h, w Df atOdg:.
Uwe, 0e mtivdga:d how:om roe above, uv no ma aged m m.mt,m doe pmare seaege dyoa eyehmuno one
sanda;dss¢fain, hortq ssa-"the peD=m ofRd* ouc g,Assionn Swice and y Deoam[at offim Aemwns,
S e ofwiswecv. Ceri5nm0o amog ttw Yom sgti: oY � had Sw mewsmx mot se ompi:ro' and rtmnea to m: s aou
Comfy Plammg @ ZwmB JTarmmt "anon 30 dine of t: fwv rem. yvedm loss.
'Jwe=av Bove au swm of m`msm&,d mein mb¢to ofDmL,ow ,o, 1N,e ava-. menw¢(s)K.b:
wOv¢tr d:mvz above, ny � nawsmnn� a�arc=mdea h,iu_osr¢ nfD:em ofsu.
'.atamber droomt
SIG. R2'c OE 2PPLIC.11.7(S) DATE
a••Aoy tioryetim tnee u mssepr-smtr-0marrcrah m me cm2y P¢ai� bew4 rcvokatl by tSe P:sammg @ Zo®4fY.pa,-m:nt •r�
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remmob u mve ID fne warmty ae:d
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