HomeMy WebLinkAbout018-1082-10-010
'dnsnrsa neparan'c'Cc--erce PRIVATE SEWAGE SYSTEM St. Croix
Se'ev and H,in,nn n
INSPECTION REPORT San lard Pe-m W
GENERAL INFORMATION !A''Af=1I TO PEFPI'j s:ate rllan In No 615445
l sc,j n'c'Inatc : ycu prtncp nla'y bo XSuC 1p1 succndary pbrpOSOS IPI1V4.. Laic, s 1L d t I gimp
Petmi: h c de 's N.irne Cry Village Tcci:"shin Peroel fax AC
Brian & Emily Bedford TOWN OF HAMMOND 018-1082-10-010
CSI Brol ❑cv Insp i 1 Bt: D?Sfflplon Svcpon+TcwrRangc+h'ap No'.
30.29.17.564
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURFR CAPAC'Y STATION BS HI FS ELEV
Se:Pti;; Bem;nnr2rk
Uos1~g Alt Bld
Aclxlon Bag. Sever
Holding St:H'. Inlet
SCH: Ou! et
TANK SETBACK INFORMATION
TANK TO P;L %%'Il BLDG. 'dc nt fi Air nta-: FiCAU D; Inle;
Suptic DI Boll cni
Ucsing Heacc,'Man.
Ac•at en Dist P Pe
Holding Bot. System
Final Grape
PUMP/SIPHON INFORMATION
Manafaeturer Dc-nand SI Cover
GPM
M4 de Number
10H '_'.R I -1ct on Lrss Syster Head TDH FT
•O'CCRlain Lt•n;:th Dia I: EI tn'.bY'I
SOIL ABSORPTION SYSTEM
BEDTRENCH V,'Th Lc-g:h No O'Tre-,nhes PITDIMENSIONS Ni: Of Pts nsee Jia. Lqud UepL°
DIMENSIONS
SETBACK SYSTl TO l BLDG WELL LFKE:STREAPd LEACHING fatanutaot-rer.
INFORMATION CHAMBER OR
Type Of System UNIT
Ntv1u Vimber.
DISTRIBUTION SYSTEM
7777a"J;:d Dlstri ou-icn xl•oc S' 4C
*•Irb.. SUac. q ant l~Fr ln•n.-
P pe'gs',
I e`gtr Uia _ _ LcugPJi:. SCJC `,I
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Cep1F )le,' UuoP' Oae• x2 1 0 '+:x Seeded'SOllcen la `A ulcl'_J
Lc7''c"di Crdcl BedTre nch FdgeS R:psci
Yes Mr Ve; Nu
COMMENTS: ili ludo code aiscrecencies Persons present. etc.: Inspect m- a' Inspect or A2
Location: ; B1 159TH S'
1.1 Alt BM Description =
2.j Bldc sewer tri =
. amount of carer -
Plan rev,sion Hepcned - Yes No
Use c1lier side for additional rformation.
Uab_ Insu eclois Sgnatdre CcR. VO.
SBD-57'e (R ~+E41
rr' r j onnn a l 57
ry \ I~ Safety and B rnmgs DMS1or f• /
2 0
2019
p 201 , r vn to Ave.. ~.V. box . a! ~
l f S ( 9 S:roms ferrety htmJ,e; lto bc'..ed in by..u j
Z/ -LI
Sttl rm>,.aY ou I+ambc:
Sa.n(tan Permit Appheation
d ."Is ``S'3 1 i w'. t trn C c d 1l,. . >o6n 1 4 : ft,., ff1
in uc<a ar'c
is m9uirct l i'a t, ob,situ.ta c.tx. .[LL 'le. A.-• In ttl... f xmr f o: +wnc! i T' S ar.- al..... .n_,. ec (r.. ic_.pf otli: It, awho.- &AI>s'r
dtc Ltn,am oa • $::id. m Infcr'.:i 91. I Y •s Yrts rtl lr fontffiutt vtu prnvidc I to 1 u-A fr. c i n,
P:rsDcscs In a...a dan , M vh Pp., .u•) .a, I r. _c.l~.__- _ ~G' / /.S
I 'bceuuo lnformatgn Plex>c Pr
nt A nfon Ihou
~rOpaa Ih,-1 sf alt:
~lnpefy fhw,er's Hlmlm AAS'>s I ....rtmo 1
3h-a`I.il.Sro
ry.C^~~ A / lt,^• C'3e I2.oc Naub::
kV 410~ E W
L 'I cpe of BuBJin~ (cheek :JI rhal appl\1 as X I ) r~
1w21'a[eit}'Dwell.. l.mbcrefH-
6k H:""
coo na _ ✓
1~ L•L•r Cummr. ala-lcsfztc?:?c
1
it [I State ChyrsA-fRCaiM5rlise ifShlNm in \dlnyr. of (rICL//-//-
SI . x-75
il.'I'y 'r. (Owk only one bt a on line A. Complete line B If applicable)
_ ✓ -
_T
S - Slnau Fcpla.v..1 t ~,.:¢m: L•ewrtcnt. Hs111.._ Tank kept 1.<r VI itnv . thhn Yhr1lf::anoe to =x: ag Sy.' = np;ea.,
I
y and D.vc 44u:d
R n f tanx of - '1'. 11%-. mss (cmvcr (LNaw'.. :aA Ym>9nus F'camt ammer
Ycrmi: Fr-w-wal _ 1'r ry: Rc4
Bcf 1 [ iratis ~h.~ol
IV'.'ftlle of Pflw"f$ Qyn,.:Cbmpuucue•'Dcvfce: A( beck all that a~-prrp~~l7- bY~.x 0
l IJ nli I In Gr 111 1 r.• 1r rc U-6-.111d L ii-:d p v. imt..d 1 >el. 'oz' ?e :r -.f 'v tMir still
❑ iol i Tazilc - I: f ICP"-~.tl i I lamrtr Irxpla 't ~v/ \`~~?'*n^.mu3,1 Lc'•. xnl.un;_ S t /
V . Die rca! t rest _ ent Are. fornianottv-
no
~ntt Appi pmN ~KU zP .v .v;l l.I q-u - i ; D. al ..rca iYnp,r i 1 \ l . L.Ir. y~
G. G o ~r o_ o t~G 1 ~0 I -1 T
'0. Tank Iofo Capacity :y ToUai a,d Mmu:..mver
- Gallen ~sxl:-ns Ln.u
F T, a.•1ke dxsnad _r t L
-
e
VTI. Responahlltn• Statement _ rtm nodrniPnM. x uu reapoub161hh' lonm'tallannn of the POR 1N >howo on th<anarhtd pleas
} _ av ' Yrinh Illy " ,n"u:c 31sti-s• Pf nnc V;ufhY
's k-
Ntnober? P.O&M (Sscct 1.. SLUG.
X32 1111 -
,ountv9fe arnneot cc Unh
A _.-m ed r _~r.Fc Dste Sued ~ l L 1. na Si l:uatwr
PP- ~-``~aPf~tV~ \(~Y +1
I ;It~FC 1 14 1> :IS t l rl~ri::d ~ ~ ' ~ V ~ 1/ 'i
LC. Cont11t1 ~~nson>(or I)is ppr uvel ` ~
- SWI taak ne 1Tu.n: tlRo- n1' \ / J~t 1i`, ~1/c~IC~
t .?._ir s ' L ,t_ 2y J ~/no~ / /J
ohpar:ao cell oust all
n par mar.ayemen! pen p-o •loeh uv plumber.
2. Ai m bilh rec. fad re s Mot w ~ ;t tit, it
as Par itpIlorbis UY}! / CM•.'UI.Y,(.f. u'M.1
irtu6 m cumpku plain for rbr system mJ wbmn to for C n only na W I,, nut le a rhar. t,la . l l iahes m axe
Na 41- lj/y~f~w~ n -
SBil-tt398 lR llrlll J (lea E /
GLa ~ .=CIIAII~rVV
Sys[cm PLOT PLAN
PROJECT Brad Bedford ADDRESS 395 Ceda' St. Baidlvir Wi 54002
SE I;a SE 1;4S 3C ;T 29 N;R 17 la"niwN I.amcond CoLNTY ST CAOIX
SYSTEM ELEVATION 96.0 7.2VI9 4
DATE BEDROOM
CONVENTIONAI.~ AT-GRADE CONVEN'CIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE .255 gallons ITVI TANK SIZE DOSE TANK SIZL'65
HOI,DCNG 'T'ANK SIZV LOAD RAIL AB5010"1I0N AREA 600 p of Chembcrs ronC
BENCHMARK V.R.Y. 'op Jf '!4' ppe
_ ASSUME ELEVATION 100' Filter Lifefilnc F:!ter
❑ BOREHOLE G ti'ELL -II.R.P. same Hs
bench.maf*.
9 3
97
property Line n B.Pvt
Grading is to be done to divert B -
ran-off avmv fror- svstern 0% S:ope
O
I
B-3
Fu`(:;.ta ;or'1D;; T-inK lr~l
1591n St.
,Area 1.. OC os~ s, stem is :C
r;a^ia.n cadist~rb^R
PrL~ouBedroom 4
-2
B
? Well is 10 tnec; 1!1 R'I).NR setbacks
p <p
'roperty Lire
Scale 1r4" 10'
70th Ave
NJ nrt [5.;.. DIVISION OI- IND"TRN' SFRV'.CFS
233' SAN I UiS PL
D GREEN BAY t^7I 543:145211
S _ -krnfaw Ihroug3 Rolay
' l P S hill, :usps.wi gov+proprams: nduslly-samers
wv:w yr scorsln gov
Tony Evers - Governor
Dawn Crim - Secretary
CO\DI ION :\1. \PPROV M.
PLAN APPROVAL EXPIRES
Plan Rniew: I", :'Ic-❑b'iia12:'4-C:
SI IAI \ R BIRD
14:2 12OI:n Sl /
SITE: Brad Bedford
,Ill ,.-•ill
To\vn off lanlnlond
Saint Croix County
'focal Amount: 5350.210
POI1:
Monad Cow;nuient Manual - ber. 2.0. S110-10691-P
(Njil 01, R 10!121
Presvuc Distrl'.rntion Component Mmnea - Ver. 2A.
Sit[)- 107(16-11 1\ 01 111, R 11, 11)
Dest'rinlion: bllb (,PD a Redrnaeac - New C'onslruceirnrl
VI,tlnlcn::nic R2 klk.irc,;
I he suhnliual &Ncrihed aho%C has been re\'ic\:ed ti,r cot) lot n;ntce •.r:Ih appf..ahle \Visconsi11 AJrni11 islratica l odes
and W\ .SCOTWO Sm:1.11CS. the sui,m;l:ul haN been ( O\DI I ION \1 I Y :\PPRO\ 1:1). this system iN to he
consnvcted and loc:ned in a;:iorkl,lwe %\\l the enclosed n;:proved plans and \rilh 311. component nlanua'w
7 l1 rwiced above. I lie nnrer.:u delirc,: in ;:hapler 101.01:1111. \V isconsil' Slaltaes, is responsible for cow-,lialwc
nigh all code i2quirenlcll'.
No person near end in or •.a~ri, In plumbing in the state unlc%s Iicen&cd to do so M' the Depart meat per %.145316.
•IUU.
! Ile tol:;raW OWkli:'011; sh:u:l he met Burin:.' cocNlruitiun or ir.S1. Lt,i0r and prior to o.'eu;~arey 01 use:
• Preserve dispersal area lit- or :rr! during eoa,v uclioll to avid dislurtmwe_ compaction and use nllhe rile.
• \\'ilh new construction: it is reconlmcn&d not to Uetir;ne 0'e pump in lire dose lank unlil the wnks are
p11C1Peti prior to homcown:r ocaupuni .
• Wasleoaler generated from contractors Jeaming of ey,lipmcnl and tools andior !.It over construction
;products ihUll not he disch.:rged into th, dr;tinsdisch,:r inV,, it. the pr Naw onslte ~5';ISICN:r CI' ll'ealnlel:i 51311'1`7
{POW I'S}. \\;tstc Cenerat"d sh,af. he proper:; di%powd of on-rile or o:1 site.
• Aus Iall gra,es, leaves and shrubs shall he cut Nhort :me rcnRlN ell In to :i Pine d'e snrl::ee liar irslal".1:ion to
I'le\cr.'lupin-'lit Llcl L1 di:,°: r,:11 ..:aa. \II . ial In Lc t rrol ec'i'on119PL:1t11 nrea
• Divert surface water ii*,: tl:11'O\:.
• Prior to construction of the dispersal area, check the moisture content u!'d:c soil to tlcptI, ,IS me I, c'.
Snlearinc and ion'paairg t+Ytvcl oi. -.0; rc,ull in lvd3Cic-, the =afhrnion capacity of the soi- Proper ,09
moisture content cur. he de::nwvc hs rolling a Noii sanale helaeer the hands. 11'i1 roll, i:uo a 14- inch hire,
the site ii lot? t\a to 11 II it cralllblas. Sale pl':I?:II':Ih On Catn procCOd. Iflhe D`tc i, lo-- tscl a prepare. do tin
roc:rCa tali' ii drl:s.
• All piping sla.l cowl xln to s PS fable 134.10-3 ;ltd Slti Fable 38930-5
• Insulate building sewer hcpond 30 tact per SPS 381311 I I I :qci
• \Vell setbacks to sleet ,It,. NR 81 I A, 81
• "tank Installation ut 1:,11ur: gill m:mutaCUUY's rannn'endalions.
• SPS 383.54(1 Ile) l fe nl:u ,t-emenl p'.,rl Gtr a POW l Schap secit!Callp address the w-r% icing mechanics of an
,Wl0kC or,ul;wl"hic ucarlcnl tank of :v>I;lice lank Moore either oftke lollottin" conditions e%kt:
I. I :nc houom of the :anti i loea:e;t name than I9 feet below the el.raion where the set %icing pad is located.
1 :9e hollonl of the :ask is local:;: store Thal: 141) lea'nori/onltl IN Ito Ill t%lwru Itw New ici It V, pad is localyd.
• Verify property title(,) 1`-ior to in,tall:uio-1,
• Pump I loots to be set :md verified per appros ed plain. Any changes nim resldl in punyl resizing to nvet
I DII and (;PNI Specifications.
~.i.
it
Owner Responsibilities
• the CunCm oa ter. and oast: suh,apunt oallel, shall receive a Copp of :his 1Cner irrlmiing inx:rusions rclaling
to proper use and maTt"llaucn: of the cpst::nt. ( lacer. shat'. recJ%C a Boar uI IhC.:ppropro^::1311011 anti
alai nlenam e mar.131 and `or milk-l's mama: tin- the I'M I S described in this approval S PS 38354(1).
• In the Ctrnl this sni. ;lbsorpi;on system or an% of its ;,,inrorcnl per: b ma'nun;aio3, w .6 a erruc a'lraith
.m/a'd, Ule property caner 3nl,l fnpott Ihr cunlingcrq :11an us described in the cippnAed plan..
A copy of the appr0\Cd plan,, specilica:nn, !md Ili. lever stroll bC on-silo during Construction and open to
inspection ht authori/Qd rcprescmulive, olive Derurunem. %NHVII nlav inJudc local insps:ore. All permits
r;-, p:ired hs du: %I:Y.e nr dx I. municipal ilt shell 11c nln,:i neat prior to enntncreemenl of
consvuclion, ill'utLationloperation.
In graining this approt al the Dit'sion of Industrc Serticcs rescnCS the ri;;hl to require Changca or additions should
Condition, arise making Ihont necessary Iiv Code Conlpliana•. As per ~lah: ,gals I'll. 12112 i, nothing in this to iV%\
,hall reliV%c Una u•signer ufllle resvoa.ibili:\ for dVS4!oin,• a cote bui'aic . Su'ucturc. or eonponent.
IngciriCN co:lcernin_ this Correspondence map he made to roc at the telephone rmilber listed belote, or m the address
on Ois ICttcrhead.
the abotc left addre,s::C .11:111 protidc a coot of th' lellel and the 1'UW'I S m,.wagement plan to Uu: oaner and any
others tsho are responsil?k for the insnel U; on, q.Cmt,on or maintenance of the Pt )U"I'S.
Sincvruly.
rr/.(/q eli,&, P9 v~
Tim V:lnder I eca
Prit:mlo Sema:oc Plan Kcvico Ci . Division of Industry SCrv ices
(920)492-2214 . Nlon- I ri. 6:00 a.lr. - 3:31, p at.
a , .n. n.. r..i „
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4515
Date: 7/2V19
19
Owner.Brad Bedford
Location: SElM SE1 4 S30 T29N,R17W 701 159th St. Hammond
Manuals Used: Mound Component Manual Version 2.0 (N.01/01. R. 10/12)
Pressure Distribution Manual Version 2.0 (N.01101 R. 10/12)
Page#
1. Cover Pago
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
Shaun Bird
Signature.,-
License number Page
1 of 9
Sb'StCn1 ITOIC 111,A\
PRO.I h'. C'( 3raC 9ecfurd ADDIt Fc5 395 Cecar Si. 13a (Iv i'1 'v°!i 54002
SE 114 SE IAA 30 r1' 29 NiR'7 1c '[OWN Hammord COCN'IYST.CROIX
SYSITNI ELEVA'1'lON 98_0• 7121+19 4
pAli,; BEDROOM
CONVENTIONAL AT-CltWE CONVENTIONAL LIFT HOLDING TANK
MOCND XXX SITTIC '1-ANK SIZE 1255 9al!ons I.IP7 'T'ANK SIZE, DOSE TANK size 765
1101MINC TANK SIZE LOAD RAZE 1.0 AB\OMIFION AREA 600 # of chamhersrove
BFNCIIVIARK V.R.I'. Top of ';4'pipe
ANSI. Nil: r.I.o-:cnT ON Ion' Filler 1_.ifclime Filter
❑ BO RFAIME (D 1A'EL1. same as benchmH'k
98'
97'
Property Line n.,
95 V
Grading is to be done to divert 8-
run-off away from system 0 Slope
B-3
HIdfCClt Combo Tank
159th St.
Area 15 below system is to
Pro -1 remain undisturbed
Bed,oom
House
B-2
WCI: is to meet all \VDNR setback;
0 40
~0
Property !.ire
Scale = 114" = 10'
70th Ave
MOLInd System Cross Section and Plan View
vuuension Feet A 6
S_
t
cZ~
ZU, F $S
W • t
1 1 t _G -
t T- -T t 1 I o)
t
r - j`~~23
--tv i7
Slope lL7
L
-
- Topsoil 4S'I'rv? < 3 r; sl Clean aggregate - 4 in. sch. 40 pvc
I t C !P b4aterial i I- O
_ I- sane till to 2 _ in. dia. observation pipe
t
Gnicsi Ic t H
i
i
/ F
i'al lSll1l ~
T lotud tiurtac.i -
Ft COIJOUl 2-y
Slone Dircction
-tea
GENERAL INSTALLA11ON: The mound arc:: i> staked out along the design ccm:our. Lxisting
vc_retalion is stowed and ruked off the si:c. 'fF.c mound halal area (L, x 1v) is plowed with a moldboanl or
chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a 5'4 inch soil wire
whLn a sample is rol!cd between the palms of the hands. ASTNI C-33 quality sand is placed inunediateh
after plowing. Sand is placed with a t>aeked machine keeping I2 or
more inches of sand tinder the tracks or
is placed overhead by a backhoc. Special care must be used when pricing sand of less than one loot
thickness to minimize compaction of the p!ow'cd sur;acc. Aber the topsoil cap is placed; the entire mound
is seeded and mulched to promote vcgcti(kc gn,wth. limit erosion vtd protect from freezini~. the
observation pipes are slotted in the lower 6 inches and seCorrti in pl:,:c with rebar or a closet flange.
10.0' I
gl P;tve _ of -
PreSSLIre Lateral Layout
TWO Laterals - land IV'land'old
I hreaded
CleanOnt
I atwal urn-up - 0 Plug
t\9zni:'old
J
r
t t t-X- 1
Long
h:n.ce Main
weep
91)
}Send
3i<,
Distribution Ne(wu_rk Specific rtron_s , Pressure System Construction
`:.atcr I Diameter n
tvtanitold Dtimctcr < _ Laterals are constructed of Schedule 40 PVC
Orifice Diameter 15/In. i pipe. thitices are drilled perpendicular to
X ('0rthce_SP3unl) _ In. t the pipe with a sharp dull bit and face down.
L 1 e d Leneth)-_ ~t.~ I rter'd turn-ups tcrnain<tte with it threaded
NI (iNianrlold I ength) clemuuut plug and are enclosed in a 6-8 inch
Force Main Diai eter ~ In. 1 ~ di amcier lawn sprinkler VUlVe box aecessiblc
Force A[ air; Lcn~t!h ~~J PL. tut r. lnishe.l grade. -
• • • • • • • • • • • • • •
• • • • • (:raiic
0-8 Inch Lawn
i I \
sox
i
I- ,
0i/0~ Igj
a
Septic-Dose Tank: Cross Section And Pump Performance Specifications
fank Manufacturer Pump Manufacturer ,j-
Tank Model Number > > t> - i PAP Model Number 7
I
Total Tank Capacity -"-1 Alarm Manurfactttrcr i' 5
Nf. . Bury Depth Alarm Model Number
_Switch Type +~.7 , _I
Total D C Head (TD - Fect
Pilfer Manufacturer : > Ynamt
Filter Model Number _ Elevation Head 5-
I "Y_
-Distal re uress
Network Toss
Minimun Pump performance Required Force vlain Loss
- - Gl'.NL {a7 - Ft TDH Total 2Z 1.-_~
Outlet Manhole Min. 4" Above Grade With Manhole Min. 4" Above Gmde
Locking Nvice. Inlet Manhole With Locking Device `
6" Below Grade Sealed Watertight ~ Securely Mounted \l
1 Weather-proof +
--i Junction Box -
- Finished Grade - I- - -
i
Vent Min. 12" Disconnect
Above Grade Means
With Vent Cap
Outlier Filter
!islet I~ Inlet Baffle
A y„
[sSw!itch Settings and Reserve Capacity Weep
ank Volume _ GPl _ B Hole
Dimension Inches Volume Gal. 1
r
I (reseree) A 1_ I ~~o € Off Elevation C
(alarm) B ? Ft
Bottom
(dose) C
i D Elevation
(dead) D
r Total i -
GENERAL INSTALLATION: The septicrdose tank is bedded and back i bed to accordance
may' of
manufacturer's product approval specifications. Maxknum depth of bury' as specified Y
be exceeded without prior approval. Manhole covers exposed to grade have an affective locking device (Padlock)
installed. Piping at the inlet and cutler sagging. of npP Thy o Mer in is sleeted with 4 Sch 0 PVC~~ridget the tank
laid on stable soil to prevent settling aggt g•
excavation and the sleeve is sealed watertight. Electrical service cpm lies with NEC 3W and Comm 16.25.
Page of((~
01105 U
290ANSERIES
314 hp Submersible Effluent/Sump Pumps
The Liberty 290 series provides a cost effecllv'e "inid-
range" pump for on-site waste water systems, liquid Performance Curve: 290-Series
waste transfer and commercial heavy-duty sump pump
applications that require higher head or more flow. 'r' - - - - - -
Designed around Liberty's unique "Uni-Body" casting, I
the 290-Series will provide years of reliable pertornlance. I + -
~.fol ~ - y z
All Models Feature:
• Semi-Open impeller permitting passago of solids
up to "i"
• 416 stainless steel rotor shaft
• Permanently lubricated upper and lower bail bearing o o
• Epoxy powder coat finish = to 10 as so w xe W of
• All fasteners - corrosion-resistant stainless steel r r -
• I*,'" Discharge n: ..i xxt .on ._nn .
U1
• Stainless steel bottom screen - easily retrievable L „~.~aY~ii^~r•
v Dimensional Data:
• Maximum }laid tompcratum: 140 F.
• 290-Series Cord Lengths Weight: 31 tin.
Modcl 10' - Major : Width:
_ _ _ 25'(-2) 35'(-3) 50'(-5) ~ Major Width: 10" (model 297)
I290 Standard Optional Ophonol Optional
291 Standard optional optional - Opti~ai Minimum Sump Diameters:
293 Standard Optional Optional N/A Model 291, 293...14"
-Standard Optional NIA N/A tvlodel 297 VMF...10"
297 - - I
10' cord length stmrdanf on all m, - ~tcto'y Switch Model 291, 293 1 Model 297
ndd ode For nu ion ,Lrsxllrts zettingS
3 or 5"9 ,o model rtumh r, JII _ _ VMF
Lxampiu- Icrmod'l el 29a nth 55 r~rU Old" l40 3 Tum on level 13"
9.
i Turn off level I 7•, 4."
Motor Specifications 0
hp 60 HZ 3450 RPM T„• binrlol 2931oaWre5a r,my adrystabw wide-angle float.
Oil filled, thermally Proleci nd C-ftere•nuel Adjus'mems can oo mnan easily by tothemig Ina float
:o in,. discharge pipe or other mounting point. Vertical float model
115 V. Models 10.4 amps 291:5 not adjuslaulc,
208/230 V. Models 5.3 amps
fx r
r
Mode1290 ' d
Model 291 Model 293 Model 297
Manual, Widcangle Wide angle VMF-Series
i~ no switchI float switch float switch 9
Vertical mag-
with quick- m with series netic float for
disconnect -i• h
{phgyy-back) smaller pits -
~--~'-»li' plug I will operate in
a 10" diameter
sump
iWIN
lie~j L' c. us Ccrrlfiitd
Liberty Pumps • 7000 Apple Tree Avenue • Bergen, New York 14416 • Phone 800-543-2550 Fax (585) 494-1839
wtvw.libertypumps.com
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POWTS OWNER'S MANUAL & MANAGEMEN I PLAN r' s•_- _
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner I y ` > > -i/ Septic Tank Capacity > 1 NA -ZIZL ('ertn t # Septic Tank Manufacturer NA
DESIGN PARAMETERS Effluent Filter Manufacturer 0 NA
Number of Bedrooms _ 0 NA Effluent Filter Model
❑ NA
Number of Commercial Units. PlA Pump Tank Capacity 1 j- O1-,CJ Estima
ted flow (average) (1/~ aUda Pump Tank Manufacturer Design flow (peak), (Estimated x 1.5) '
atlda Pump Manufacturer Soil Application Rate aUda !IP Point]) Model- J 0 NA
Influent(Eftluent Quality Monthly average' Pretreatment Unit AIA
Fats, Oil 8 Grease (FOG) 530 mg/l. 0 Sand/Gmvel Filter 0 Peat Filter
Biochemical Oxygen Demand (BODs) :220 mgfl. 0 Mechanical Aeration 0 Wetland
❑ Disinfection E] Other-. Suspended Solids (TSS) 5150 mg/L Manufacturer
Pretreated Effluent Quality Monthly average- Dispersal Cell(s)
Biochemical Oxygen Demand (BODs) s.30 mgll. ❑ In -ground (gravity) f~ Jn-ground (pressurized)
Total Suspended Solids (T SS) 530 mg!t. 0 At-arade lrtound
_ _Fe_cal Coliform (geometric mean) 510' cfu/100ml 0 Drip-line FI Other
Maximum Effluent Panicle Size Y, inch diameter values typrcai rot rlrxriralA (non s im tdao wasi,:water line.
septic tank eetuenL
values typip i for prevcao d wastowatcr-
MAINTENANCE SCREDULE _
Service Event Service Frequency
Irispx,ct conditon of tank(s) A! least once every S U months~d;,year(s) (Maximum 3 yrs.)
Pump out contents of tank(s) When combined sludge and scum equals one-uurd (g) of tank volume
Inspect dispersal cell(,) At least once every ~_i O months ar(s) (Maximum 3 yrs.)
Clean effluent filter _ _ - - At least once every _ 0 mono year(;)
0 rnonthsar(s) 0 NA
Inspect pump, pump controls & alarm At least once every
Flush laterals and pressure test At least once every U mnnth year(s) ❑ NA
other. Al. least once every n months LI year(s) NA
xrwr At least once every n months ❑ year(s) NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an Individual carrying one or the following licenses or
certifications: Master Plumber. Master Plumber Restricted Sewer, POWTS Insix,-clor, POWTS Maintainer, Septage
Servicing Operator. Tank inspuchnns must include,-) visual Inspection of the tank(s) to identify any missing or broken
hardware, identify any cracks or leaks, measure the 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 to visually inspected to check the effluent levels
in the observation pipes and to check for any ponding of effluent on the ground surface- The p andmg of effluent on the
ground surface may indicate a failing condition and requires the immodiate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals om-third or more of the tank volurne, file
entire contents of the tank shall t x-, removed by a Septage Servicing Operabr and disposed of m accordance with ch. NR
113, Wisconsn AdministraWe Code.
The servicing of effluent filters, meth nical or pressurized POWTS components, pretreatfinent components. and any
other maintenance or monitoring at ilervals of 12 months or less shall be perfonned by a certified POWTS Maintainer.
A service report shay be provided to the local regulatory authority within 10 days of completion of any service event
START UP AND OPERATION
For new construction, prior to usr: of the POWTS check treatment tank(s) for the presence of painting products or Ober
chemicals that may impede the treatment prrxras and/or damage the dispersal cell(s). If high corimnimbons are
detected have the contents of it.,- tank(s) removed by a suptage servicing cpe•' ilor prior to use.