HomeMy WebLinkAbout040-1318-00-025
. s_onsi'Cep ar'me'I Of mme^:,,.
PRIVATE SEWAGE SYSTEM St. Croix
;la(ervj ..=.nc Iiu n •g Uwi£a?m
INSPECTION REPORT Sanoa•y Per-t Nc
GENERAL INFORMATION (ATTACH TO PERM11) S' l aid ID N. 615458
Peao9a ofn-.-nrir"voll p4Vln-rnnr ou a>CJ'o' Se-jndary rrnrn,5e.5 [P' any Law 5 15.a< t limli
Pc•mr. He sc's Vd^e CIY Vloge Tornshp Parcel Tax Kc
Construction Investments LLC TOWN OF TROY 040-1318-00-025
2ST RM Ele' Insp LVA Llev LIM Xsz -Fp ien Section+Tevr. Rance'1•'ap N~c.
11.28.19.2100
TANK INFORMATION ELEVATION DATA
TYPE MANGFACTURFR CAPACITY STATION BS HI FS ELEV.
sepLC Benchmark
Dcsirn AT. ON1
Aeraticr B oc. Sewer
Hold rg S::Ht Inlet
S:; HI Ou:V
TANK SETBACK INFORMATION
TANK To PrL :^1x611 HI IiG 'dent tp A, nlai- ROAD Dt Inlet
SopLc DI Bc.•Ilorl
Dosing Headef LMan
Aerat on Dist Pipe
Holding Bot sys'cm
PUMPISIPHON INFORMATION Fetal Grade
rulanufaoturer 1Xmarc St Cover
GFIM
Model Numhe•
TDH Lift I I C110'1 LOSS Sgslrm "Cad TDI-I r:
Forcemain Length Dia. List '.c V111
SOIL ABSORPTION SYSTEM
BEDtrRENCH Yairl L-ncl- Na CfTrenches PITDIMCNSIONS Nc O`Pls ITwe - Dw I ieuir.f7-pth
DIMENSIONS
SETBACK SYSTEM IO Pi1 BI IX; VAIL LAKEtSTREANI LEACHING rvlaru`actu'c,
INFORMATION T- CI Sy_•~ CHAMBER OR
UNIT Mcde Numher.
DISTRIBUTION SYSTEM
lcadc, 1.'a'deld DisCIC 'tic- v ilble S v- z H+9e Spa,-ny 'v'ent to mr In:a.e
P pclyl
Iengir Dia Lenglr Dia Soacwg
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Cunt- Ovc' UVA Oau' •x 'Je;vn xx Seedec'sucded xn Leu c'.a..
Ban Trench Censer eeJ~Trench Edges Tc.~:ctl
Yes .vc Ycs' :No
COMMENTS: rinclide cede d screpencies persons present, etc.) Inspection #1 Inspection #2:
Location: 483 SUMMIT RIDGE
Alt Brs1 Description =
2) Bldg sower length =
- amount of cover =
Plan revision Required? Yes No
Use other side for additional informarcr
Cwe Insepctors Sgrature Cen No
SB15r'c(R %+'d i
r.
Safety ,nd Buddngs JmiSiGn 1 • ,/C7 /
f k01 'A.'Washingwn Ave P 7 Rax'1 .2 Cnni.:u: Pamn Numb., (to b: %rc it b, r.o F
x pSp , ~~ti 26 20~g %Aad, M eZQ. 1„_ _
'`~=Ss~r lvl5~ 58
- - r. - . StJt. 7 r.rzvxA.nn l:amb;;
-Saniiarv Permit Appl147lt ~Ssl ~b /lam 51 -L
t Casx r tt:us trm: .he .y ~rc:q :iac _m<:39ev al ywit _ -
r on::vn wvh )1'. t 9 . 4
. rr .n.tri -t n W c.(axunS - surta,' Tn.i ~ z -.pr L,auc,: Lznc: fo vL.l<-::mnei PDJ.. S a[c iubu iu<d m 1'•n:cet Addr(';'. ;ii T:ffcrcnt ttm m:uhu^. addreczi
h _ D<pmmtem (f Safay ar NA-1 .:.1 4-n I oua.u a cmwtiJn v u mc%Oc uias Y _ used fc! ><^o^
tp vx i:t acwrcan:c wit t:c mt.Y trw i ii. t: S.:(s. _ _ U SyMOf'
l %pphcauun Information Please Print All Information
h pmr; O+: : ; Va~x -r'mw A
P ~.nadr,~l 04~-131t~ oc
i :ice>:C. Owvm"'s bfaihng Ad:aas Pro m [ucauuu
GmL.•W
I y, S!,vte !.fy f:zk Ytw_ Nuud:c
n J1Z> Lock on
11. 'lvpcuo Ruildiug ck.11 that apply)
/ UUU I ~.a $ 1(NSILa: 0nle T J `_II
clhof Nunlx ri 8ecr...vna
,.Glilt: Fa.m Dh
IO1- t LiI
'uhFlpf ma r'ia - X. •thr i_li< _ ~ .ti' _ ~ -
- ~ Cit} 01
SM11 Nurxr _ [ d.ape n-
!
111. TypS~ (Cbeck only one box on line 4. Complete line R if applicable)
A. ~ r \ I.:a ~t ~ 't<pl:¢rm m v.::rr. .I.masor ta''.:n~ Tay: Kgtia:ctirnt lnir _ i )L`:m ?7'•dlii^a '.m to }-.znmlf Syslrm IcnplavC
I,i,; Pr<v101Y i'nu is Nwnou aad LJatc hsu<d /
R. c:mi: Renewal L Pet•.ni: f<cs isen: ~:t, :qs. nt utixr ~ i I'ma frurstut \rw I,
9rfn x ir2tiet. CwT;r
I~'. 1~ of PUf1"15 Svstem.~Componen:•'Uerice. ICherk all that a I~jp12,i_
Non-firs. u,;a.;. Ir .n'•urd I ft.< r rv.J c::nncu:d ❑ .a-Grade. louno - _4 M. o: snlafue si ' found _:4 TL "f su:eOk ail
14c1w= .ad ~'.:ma JJp:crd t.ampa'1v'.ICxyl+.:p ❑IYCt-~tl v.-hw'iairzFuain/ A
v Uupel .1 (rent ent Area Informatiwn
:f: ___U.•pe:calr'W Yr..e:c f: - Acm Glmarwe /
_kS: FI p:I GS>~ tiuil F.?ph Nay t Lq r I/. ^W~: Rey u
/000
I ( V+ ny v.. I tm p •tf S!v:ufa.:,aty _ - _ -
L 1. Tank Into
42
TH. Responctbdity Staluuent--~~~1. tic uvderss .ed a r r sym: mdrty 11'r 11"Whnun uI Me PON'IN sbown on the zlt>ched plans -
In n 't \a,•IC Fr:nr.l - 'I..n ..acme hfp N4F Z d:u:uhet L; m<' Vu: m N F :
Y.urubcr'a u t a .:]cC _ttp ustc .2i
V - unt5 Ucparttoent Usr Outy
ra= 1'✓- ~ U:: • Rsuc I lixar:^ c S:~tatu:e
Apfz-u. ea .y;:.xp}^ocrd- ~66 30119
I Condltih~iOAfYp ~rrl~Elleasons for flisapp:< it Q _ _ r✓t ttJ .
1 SepOatarv r.flt, T.ift 'n1 3) Vet tde~
.,:Nye)... crll ust 411 be rc'•s Itc ec u Irk- 1 1EW'~ ~ Yl~'v'J nu- i l~,{-orMS1.T
as per tar ayemen plan o0 o cueti W Nu nue:.
2. Al webs k FPC:L Ker m s MJ';t nu rt: it t i /1 ~1 ~
as pllr a•p~ecrb7't cur M.ran: at '1 ~ f ~~`L~__ `O~Q
- - Atu-h m v I hu nlan for tbt ac eoA mhmv to tW Lnonn ooW oo avyrr uu: n R u: s 11 .orha w vtt
arc ;n e .11✓~ i~
PROJECT ,D DRESS .:;ernOhu~= Ave Sj. rp A. Iyev; R~.^,h^J.1. Vo" bd~~.~
i!a NE 1;.Is 11 ;T 25 NiR 1P A)'TCMN Troy' Couvi 5`.CRDIX
FSS'I'ENI ELEVATION 10D.2' '.2' ^.an:i!ift 5!511G 4
n:rr1; BEDROOM CONVENTION.AL~~ :A"GGILAI)F CONv'EN'FIONAL LIFT HOLDING TANK
MOUND *Jx SEPTIC"I:\NK SILL •~~55 pal on' 1,11-1 "LANK SIZE. DOSE TANK SILL ; •~5
1I01,DING TAW( SIZE LOAD RATE 1.L'. ABSORP'I1ON 1REA 600 r of ebumbeYS nOn(,
BENCHM•V(K N'. R. P. T or of survc_) iron ASSUME. FLEA A71ON IOU'
F'ilter _I(t.tn; ra -
❑ BOREHOLE WELL "H.R.P. same as ~~rcr-~s N.
Di •8 ":I-I IS I9 bC dole t0 C'VZI'1
Nr-0' ee:'c j' ItUr^ s'yst^m ~ ;
I I
Area 15 Del^.lV svsler- is
t;; remair• undis:urbec E, -
i
Ha`tcu:: I S'aoe
i;o^)bc -ank i
j
~ -,rc4
Bedroom
House
to mect ell WDNR
0
Sutnmi: a;dge " Scale = 1 i'4" - 10'
Acre Lot
L
;AS. ra•F: D,rISICNC'' NDU5IRYSCRvICPS
1Sgt SAN _UISFl
,RFFN 3AY VA S43C- 5211
0 S CmYxl'h:cdoh Rrlay
P S hnpiidsps.wi. govipro9rart s indu;lryera es
'awv:..vr3c n n r.Ga
Tony Evers - Governor
Dawn Crim - Secretary
Vuuu.1 26. 21i I V
C'ONUIZION:\L:\PPRO\ kl.
PLAN APPROA,AI. F'XPIRNS: 2021418-24
Plan R r%iew: 1'M S-0,10900,0 I-('
SHAtN R BIRD _
14 i2 1201h St
\e-,N Richnnmd \VI i 101'
SHF: Creative Homes
I-own of Troy
Saint Croix County
'Total Amount: $210.00
FOR:
`.(o.InC Gnc:;onun M-rnu;nl Vc-.?D. SIM-I;',91-I'
'N.0101. R KV12i
Prrzauc Dicvi",c:tan l'omponcnt N1:mu;t: - Ver. i.0.
iliD-10'04-P(\ i)1t01.It 11. 1^}
Deyrrinlion: 0f) (XI) N Bedmonrc Arn• onsrruc•riorrl
\1airtcn.mee R:quircd
11W 1116111 1%11 Jesa'ibcd above has been rev iewcd Cor cunlurnar.ce ,vi1h appF.ahle Wixumin Adnninistrative lodes
XidAk coniin s:acuCs. "Ilie s•,Ibntittat bas beer( ONDIIIONMI N APPItOVGD. I his sy slem:%lo he
smstrucled and located in acCordancc %%i:h the enclosed ;gg,.o.rd plans and with any Component manual(s)
rc:crcnCed above. I he owner. as dclioed 101.01 I'll. \A' isaxnsin Statutes, i responsible for compliance
o: ith all Cute rcyuir,an:enlN.
\o Prison may en"age in or hark at plumhirly in the stale un'ess licenscu it. do so by the Department tier x.145.06.
seats.
I'aC Is~aonvin~ conditions shall he met uurin" Constrjs:iun or installation and prior to oc..upaney or use:
• Preset tc dispersal area prior and dunine Construction to avoid disuntcmoe, compaction and axe ol'Ihe site.
• hit new construction; 'I is recomrxnded not to acli, ate the pump in the Buse 1xil, until the conks are
pumped prior to hnnrro,,ccr ercullxlC).
• \d`aslcwaler grnerated from eonlractors cleaning of equipmctu. x1d loos am1'or :elt over Construction
pr,r,iac; shall not hC dis;imr'cd into the caillN J'scharging to the private onsi:e waslek%aler trealnten: System
1110AA I St. A4'nstc Born ranee Nhu1l be rropa9y disposed of on-site or oft site.
• Aun tall grasses, leases and shrubs shall be aw s'on'.: rd removed prior :o tilling :he sun face for instali;diun Ill
ITT,'% 'Tit nr al m•• umlr I n: aiy,rrs. •n:.:- AA h s o-u;mil n .rC-iu In I , r; n•.,nul !rom inuund
• Di% erl Surface eater t mar l'0AA 1
• Prior to construction of the dispersal iwea. check the moisture content of the ,od :o a depth A 8 icchc'.
smunirlp.Ind co:11p;R:lingown Null ul:1 wmw in raccing the Irlfar.' lion 11' "1111: ?all. Proper mac,:I
clni'lure contalt can h: JaQro: ined h~ roIEng a soil sample: ban cen One krurA . If II Polls into a IA- inch gain:,
the Oe is too net to prepare. Ir it crunt?11es. sifc prcpa:.:tiun can procu 1. If the silt is loo e:ct to prepam do m
proceed until it dries.
• All piping '111111 conhxm to SPS Mabee 1843,63 and SPS 1 ahlc 334.000
• Insulate bWWing sewer bQ ord 30 NO per SPS 38-1. ;11( ( 11 VO
• \Vcll setbacks to meet ca:. NIt 811& S I-'
• lank Inst:dlalion W tNIon d.l nvanl.laeun'Cs Teton:nxndalions.
• SPS 333.51(l)(c) I he nrnla~aoclnt plan for a POW I Shall %pecificall) address the 9cr%icing mechanics of a9
aerobic or :irilerohic trails ml lank or a holdia- lank„h.re either ofthe fi,Iloning:ondilions exist:
1. 1 he botmm o the tank is located more than 15 Net Min the elevation nhere the sor%icing pad is located.
1.1 he buno: i ut the tank is locrte:t more than 1511 IcQi horirornall3 tuna W6cre the scn:cing pad i, located.
• Verify property line(s) prior to in;tadkuio,,
• Pump F'loals to he eel and rerilicd per approved phut. Any e•h:ul.,es may result in pump resicing to meet
'fDII and GPNI Specifications.
• Arr',i. Ihat art urculrinl I I _I (hrner Responsibililies
• I lie current o:cner. and cae h sull"%jucm owner, shall -eeeivc a copy of this latter inc. uJnnl ir.sn uaiors r lIa6v l
m proper aw and maintenance of Ale systenl. O•ollas skull rccawe n top) orthe anpropriaa• oPeralion all-'
w. iltcn;acc Il)xltjal and+or u:rner's rnantrd liar the POAA'TS dcsci+cd in Otis approva! SPS 333.41(1).
• In I:ac event this soil ahs iTtion sy stein or wj oM co:n amit Pat IN malfimctions so :u to create it acalth
h:vard, the pl•opert! owner nws; ILao:~. the connngeocy plan an described in the appro% of Pon, copy oribe
approved plans, spcciliea:ions and this I,L'tr sh'.II be on-':Ie der nl? cons:r-IC:ion and a ten to inspcc:ion by
at.(Iloriz:.l ^rc s; n6:::,c.1 the I) art ncrt. •t h.:h c1:r, tenet a;ie h,c'at msp::aur;. \I'' pa.rnb, ivqu rat i:~ ti:e
or Ile loaf 1 11 J14 im by that. Iv ubtalnitl p i r> wmal xa an ofa mfr actuon!msadlalam yaalion.
In ,llalbi till' a; p n,.:d l,l Ilk b'i'll "t* 1:1.lu;ar•. ``C l*'. rc,::. c the rieltt ,o regain rt.l~ cs or additions should
conditions :vise soaking the Ti nz:x'sn. fur lpliancc.:\l, pcr'l'ane 'tats 101.1212) n tl in[ in this review
'h d' Itlis+e fn. ,te.i na 0: Ine Icxpomlhi'n, tin' dcsr n.ng a atle nl.ldi:m. ;u aclurc or..on.ronent.
I ngnii ies concerning Ihis eort'espondence MM ha made lu me at tine telephone numhcr listed helow. or at the address
on ells lchAic;id.
The abut:: Ich addrec;er'hole provide a copy of this letter and tee PO\\' IS n:a:rag:ascot p:'an to the owner anti am'
others •n ho. re lespnn'i 1,:e for the in't: Ill ion,'per's I'I: err mai:llenanre ut [lie I'M I S.
lft7anks.
POW IS Plan Kee ict•:cr \ll'o!:oat'r Spe::i;lb'1
Ikp;utnlcrl of S;dcly & Professional Scrv ions' Uicis:on ol'Indosuy Sett ices
Cr 1, t,u8-i Its-1511$
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715.246-4516
Date: 8!8.119
Owner.Creative Homes
Location: NW1%4 NE1%4 S11 T28N,R19W 483 Summit Ridge Troy
Manuals Used: Mound Component Manual Version 2.0 (N.01,101, R. 10%12)
Pressure Distribution Manual Version 2.0 (N.0101 R. 10/12)
Page#
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section!Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7. Filter Specifications and cross section
8-9. Maintance and contingency plan
Attachments: soil test 1
Shaun Bird
Signature-
License number 226900
Pane 1 of 9
Svstenl P1 .0 F PLAN
PROJEC-I' Creatve HomeS - ADD Itf:SS '413 Cernohous Ave Suite A Nor: R,chmond >."J: 54017
N'W 114 NE P4S 11 f 28 N; R 19 tt' 1 ONVN Tro
CouN'rv ST. CROIX
SYSTI:NI ELEVATION 100.2' 1.2'sandliL 8'8.+19
UI!UROOAI 4
I1,1TE
CONVENTIONAL :1T-GRADE CONVENTIONAL 1,I1'1' HOLDING TANK
MOUND XXX SITTIC TANS SIZIe 1255 ga: iors 1.11•.1 TANK SIZE DOSE TANK SIZE 765
13OLDINO TANK SI7.I'• 1,0:1D R:1'1'E 1.0 ;%ItSOIO"I'I y-, :VtP:1 600 N of chflmbcrc none
BENCHMARK Y. R. r. 'Ion of survoy iro
AssuNuc 1,1.h:N':n1ON ton' Filter Lifetime Filter
❑IIOREIIOI.1, (D WILL H.R.P. sameasbcnchmarK
B.Fd c 97.5' 95.5'
!'oporly Line c b'
ao
B-1
Grading is to be done to divert
run-off away from System
Area 15' below system is
to rernain ucdisturoed B-3
HJ'frutt 12% Slope
Combo lank
Pro 4 -71
Bedroom B-2
House
Well is to meet al; )NDNR seloacks
Summit Ridge Scale = 1/4" = 10'
1 Acre Lot
NIound System Cross Scction and Plan View
-
~tmension Feet
t A- 3
' a i.~
t D 1.
n t r; s t t ~
t
>
t I
- K - -f H z
I Slupe_I %
T - - . - - L -
t - 1 I opsoil - ASTbf C-3 Clean wgregate 4 in. sch. 40 pvc
t ' Cap Material ;and fill to 2 in. dia+ observation pipe
L - J
C,lU1CaUlC - G ff
777
/ . f. A1ll Z~f-t
♦ ~,+.ad ~ ~ l~' 1A ~ ti1 ~ ~ ~ r
x a t ti _PIugGd Surla~c ~42F
Ft Contour r,'
Slope Duccuon
GENERAL INS'LALLAHON: ']I:,- :cnund arc[i is staked out along the design contour. Existing
vegetation is mow'cc and raked oft the site+ the mo.uui Nasal area (L. x W) is plowed with a moldboard or
chisel plow. Plowing may not proceed it the soil is wet enough at the plow depth to form a',/. inch soil wire
when a szunplc is rolled between the palms of the hands. AS'INI C-13 quality sand is placed immediately
after plowing. Sand is placed with a tracked machine keeping 12 or more inches ofsand under the tracks or
is placed overhead by a backhoc Special care must be used w'hcn placing sand of' less than one foot
thickness to minimize compaction of the plowed surtace. Aftcr the topsoil cap is placed. the entire mound
i, ;ceded and mulched to hroenxc vegetative growth, limit erosion and protect from freezing. 'I he
observation pipes are s,oucd in t'nc lower G inches and s ured in place with rebar or a closet flange.
!i1+U? lip, Pare of/---
Pressure Lateral Layout
"Two Laterals Land Manifold
-4-Threaded
Cleauout
Lateral Turn-up Plug
Manifold
L~
- - R
nl
l
- I,oog
Force !Main tiwcep
90
Bend
Distribution Vehvu k Specificatinus Pressure System Construction
Lateral Dianic-1cr In
Manifold ld Di etercr In. i Laterahs arc constructed of Schedule 40 PVC
J ` pipe. Orifices are drilled perpendicular to
<-1
X (Orifice Sprcing) In. I the pipe with a sharp drill bit and face down.
CI. (Lautal f ength`I ? "2 Ft. Lateral turn-ups terminate with it threaded
%I M -Manifold Lei th) t. eleanout plug and are enclosed in a 6-8 inch
Force R1 in Ditu eter diameter lawn sprinkler valve box accessible
ln±m fmrshcd .rule.
Grade _ ~
G-S Inch Lawn n
Spt-inklut Vahc - `i-~
Brix
I~.LI?t' ~ ~ ll ~ _
s
Septic-Dose Tank Cross Section And Pump Performance Specifications
Tank Manufacturer Pump Manufacturer i
l'ankModel Number Pump tii ode! ?vumber i (
TotalTankCapaciry Alarm Manufacturer %i'(._ I~
L;- 7-~ j
Lrv_ta'cBttry Depth Alarm Model Number
! _ -
Switch Type
Filter Manufacttuer~ > t Total Dynamic Head (TDH) - Fect
Filter Model Number I J~ Elevation Head L7
Distal Proasure
Network Loss i
Minimum Pump performance Required Force Main Loss
r r~ UPM / 1, - Ft TDI1 Total <
outlet Manhole Mim 4" Above Grade With Manhole Min. 4" Above Grade
Locking Device, inlet Manhole Securely Mounted With Looking Device
< 6" Below Grade Sealed Watertight
W gather-proof i
---p. Junction Box
Finished Grade ~
Vent Min. 12•' Disconnect
Above Grade Means
With Vent Cap
Outlet Filter ~y
lttlet I r-r J Lilet Baffle
y,
I TA
:t Switch Settings and Reserve Capacity
t Weep
Tank VolumeGp Hole
mnsion f Inches Volume Gal.
I (reserve) A Off Elevation C
( _s
(dose)) C i • /3 ~ ~ C ~ Ft Bottom
I=(dead) D D _ Elevation
Total
GENERAL LNSTALLA'1TON: The septiddose tank bedded and back b the manufacturer may of
manufacturer's product approval specifications. Maximum depth of bury as have specified
effectiya locking device (padlock)
he exceeded without prior approval. Manhole coven exposed grade t fittings, and
installed. Piping at the inlet ~and~~ ffor sagguig. Thhedmaterial, rn ists oeeveed to the tank with d with 4 Sch. 40 PVC watertight obridge the tank
laid on stable soil to prev g
excavation and the sleeve is sealed watertight. Electrical service rnplies with NEC 300 and Comtn 16. 4.
Page of 1.-
V105 I J
280=SERIES
112 hp Submersible Effluent/Sump Pumps
The Uberty 280-Series provides a cost effective "mid- Performance Curve: 280-Series
range" pump for on-site waste water systems, liquid 40~ 12
waste transfer and commercial heavy-duty sump pump III _
applications that require higher head or more flow. 35 ITl - 11
Designed around Liberty's unique "Uni-Body" casting,. 30 1 9
the 280-Series will provide years of reliable performance. 25 - - 8
All Models Feature: "20 T 6 4)
v
i
'0
• Vortex style impeller permitting passage of solids 15 :
- 5
1-7
LIP to 3: 10 i
• 416 stainless steel rotor shaft -1 -
2
• Permanent lubricated upper 5 _ i~ `
tf and lower ball bearing .
• Epoxy powder coat finish oI . ..t 1.-i h- 0
• All fasteners - corrosion-resistant stainless steel 0 5 10 15 20 25 30 3.5 4 45 5o 55 60 65 70
• 1 Discharge U.S. Gallons Per Minute
• Stainless steel bottom screen - easily removable p 38 78 114 156 192 228 270
• Maximum fluid temperature: 140'F. Liters Per Minute
280-Series Cord Lengths
Dimensional Data:
Model 10' 25'(-2) 3fiA~)__ _ 50'( S)_
280 Standard- Optional--- Optional Optional Weight: 291bs.
- - Height, ght: 13„
261 Standard Optional Optional Optional Major Width: 10" (model 287)
283 _ Standard Optional motional WA
287 standard Optional N/A N/A Minimum Sump Diameters:
- - Model 281, 283...14"
10' cord length sLVhdard on all models. For optional lungths' Model 287 VMF...10"
ndd "-2, -3 or -5" suffix to model number.
Example: for model 280 with 35' cord, order 280-3 Factory switch Model 281, 283 Model 287
settinqs VMF
Motor Specifications Turn on level 13" 9.5"
hp 60 Hz 3450 RPM Turn off level 7" 4.0°
Oil filled, thermally protected
(PSC) Permanent Split Capacitor Zhu Moee) 283 fAetUMS a WHY Miinstable wide-angle float. Uiterental
8.0 amps (115V) adjustments can be made easily by temerln9 the float to, the dis-
charge pipe o- other mounting point. Vodcal float model 287 is not
4.0 amps (208/230V) adjustanlo.
r.
-JA Model 283
Ino odel 280 Model 281 Model 287
anual, 11` ~p Wide angle Wido angle VMF-Series
swiy(-, float switch float switch Vortical mag-
GI.Y with quick- with series netic float for
---"'hhhlll disconnect (piggy-back) smailerpits-
will operate in
Plu9
111111 a 10" diameter
sump
a
c us Certified
Liberty Pumps • 7000 Apple Tree Avenue • Bergen, Now York 14416 • Phone 800-543-2550 Fax (585) 494-1839
lw w.libertypumps.com eorrighl 9 Ubeny Pumps. Inc. 2017
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POWTS OWNER'S MANUAL & MANAGEMENT PLAN ave._or_
FILE INFORMATION SYSTEM SPECIFICATIONS
owne, Septic lank Capacity at ❑ NA
rFeanit # Septic Tank Manufacturer _ ❑ NA
I, DESIGN PARAMETERS Effluent Filler Manufacturer Yy~ ❑ NA
Effluent Filter Model ❑ NA-
Number of Bedrooms 0 NA
Number of Commercial Units NA Pump Tank Capacity at ❑ NA
Estimated flow (average) gaUday Pump Tank Manufacturer ❑ NA
Design flow (peak), (Estimated x 1.5) gatiday Pump Manufacturer e i yr e ❑ NA
Soil Application Rate ) a9 UdaylfF Pump Model ` 0 NA
Influent/Effluent Quality Monthly average' Pretreatment Unit )n NA
[I Sand/Gravel Fitter O Peat Filter
Welland
Fats, Oil & Grease (FOG) 530 mg/L [I Mechanical Aeration L!
Biochemical Oxygen Demand (RODS) 420 mg/L ❑ Disinfecbon ❑ Other
Total suspended solids (TSS) j 5150 m9lL Manufacturer
Pretreated Effluent Quality D NA Monthly average'' Dispersal Gee (s)
(gravity) U In ground (pressw¢ed)
Biochemical Oxygen Demand (DOSS) 30 m9r In-ground
(9 ty) - nd
Total Suspended Solids (TSS) s30 mg/L ❑ AI-grade 9-MILS
Fecal Coliform (geometric mtcan) 510' cfu/100m1 U Dri ine Fl Outer:
Maximum Effluent Particle Size Y„ inutdiameler vakma tyv''I for doma.Gc (non-canr,vrrda9 waste for and
septle tank effluent
values typkel fa Prc"ated wastewater.
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) _ • Al least once every .."~ZU months j6 year(s) (Maximum 3 yrs.)
Pump out contents of tank(s) When combined sludge and scum equals cue third (Y,) of tank volume -
O rnonlhs JfYeaf(s) (Maximum 3 yrs.)
Inspect dispersal cello Al least once every
Clean effluent filter At least once every
? O clear(s) V NA
controls & alarm At least once every months-
Inspect Pump, Pump _ _ .-t---r--- -
Flush laterals and pressure test At least on co every s~ O months .0 year(s) U NA _ _ _
Other At lead once every El months ❑ year(s) NA _
Olhor. At least once every ❑ months 171 year(s) NA
MAINTENANCE INSTRUCTIONS
inspections of tanks and dispersal ceLS shall be made by an individual carrying one of the following licenses or
certifications* Master Plurnikr, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer, Septago
Servicing Operator- Tank inspections must include a visual Inspection of the tank(s) to identify any missing or broken
hardware, Identify any cracks or leaks, measure tike volume of combined sludge and scum and to check for any back up
or pending of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels
in Vie observation pipes and to check for any pending of effluent on tie ground surface 1 he ponding of effluent on the
ground surface may indicate a failing condition and requires the Immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (Y,) or more of the tank volume, the
entire contents of the lank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR
113, Wisconsin Admin,slritive Code.
The servicing of effluent Lltem, meth nical or pressurized POWTS components. prelreatfinent components. and any
other maintenance or monitoring at ilervals of 12 months or less shall be petfonned by a certified POWTS Maintainer.
A service repoa shall be provided to the local regulatory autilority within 10 days of completion of any service event.
START LIP AND OPERATION
For new wrislrudion, prior to use of the POWTS check Iroatment tank(s) for the presenrx of painting products or other
chemicals that may impede the beatment process andlor damage Vie dispen;al cell(s) If high concentrations are
detected have the contents of the tank(s) removed by a septage servicing operator prior to use.
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