HomeMy WebLinkAbout018-2011-75-000
sm Deva'r-c n: u'r'u --ci cc PRIVATE SEWAGE SYSTEM County at. CFOIX
Cf: a'J !dln-m9 L u S^-
INSPECTION REPORT Sai i:ay Pctm; Nc
(ATTACH TO PERMI1 605145
GENERAL INFORMATION Site rlar a vc
Perso-el into.-at ur you pro': Jc ay tx used rot secondary purposes jrrivaey I av:. s '5 o4 3148075
Pe•vr: HCICers Na.-•.e City Village Pawns^Ip Parce Tax No
Kernon Bast TOWN OF HAMMOND 018-2011-75-000
:;51 IiM1A F Inv InsP BM Elev. Blvl Di pticr. TZ.In u,-.l x'n+Har3e:Map No.
Cam, k 30.29.17.1090
TANK INFORMATION I-4 I' I,K ELEVATION DATA
?VDE MANUFACTURER IS CAPACITY STATION BS III FS Ft FV
r
Septic J ! t_) •7;,~ r Benchmark
rt►... f ~ 3. ti ~ . ~
•Z
Dosing AI. SM Z •z-
Co o W<-~ t N^~-.
B.cy Se.vrcr ,K .T Y
Ili Holairg SO It Inlet y 7 71
TANK SETBACK INFORMATION SVHI Curio: F ` `
TANK TO P:Le 4V'.'FLL, LDG Vent to'nia<e ROAD Of:i el
~7
Septic Z -y7 U: Bot:a•r 2,Q Dosing Heacer*.biZ-7
- 3• ' ~
Aerx on Dist. P.pc
Holding Bo: S•ystern
Final Grade
PUMPlSIPHON INFORMATION 2 41, V Marlradu-er I Derard St over 1 / z• pC
1 Lcf GPM 4o e J
Mcde Nl,mder 2q Z{ 1~ D i, 2- 7,
G r
TDH '_f7-07 r Los ISystem I Ica- ?DH 1 t `1r `P
2Z•Z yfrb Z~' rout 1~ 2'3 $74 1:5 5 •1
Forcema I, Lev-th ! D a
z
SOIL ABSORPTION SYSTEM
BED'TRrNCH 6.ast- / I eng1F / Na O' 'tihe PIT DIMENSIONS Nn Or P t Irs do D a. . qc d P
DIMENSIONS 12-r~~
SETBACK SYSTEM TO P.1 A6 DG -WELL IAKE:STREN, LEACHING Itvcuracl uer
INFORMATION CHAMBER OR
Typ OI "(1 1 .p~1 123 UNIT MxelNu er
DISTRIBUTION SYSTEM g' Sl L40
he
-ieacerrv vlauilv lJ ',),vf uvon I x Hole S ?e r. Hole Spar. ng V 771
=Ip„i„ 8$ Z ~ Jf Z v
Da u•nyth_ Da Da Spacrg
Lergtn
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Dap:h O':e- Ilep:h r-,et xx Doi of zx Seeded SPCtled cx t.au c-•+eC
6,J -e chCenter 2- her"`runt°Ldgos -opsc. L_ '4c Yes ND
Location: 1537 78TH AVE AAA^ (104ted PF) or lb PILAA ,
AL• BI,,1 Description= i6m<, plow olt-Ctrelnofia(i
2 • 911 sc•.ver length = 7 1
2 nn Cha .rSN Ai-a bN
an•cLn; of cover
7 ~Z Erg
Plan rev lswn Reawrod? Yes o D j5 ISC I / o
Use other side for acd lional rformaion
Oa:e ose tors S alare Ceti No
F. 717 ',I1 :5 .9r,
J
LI r`ON Inspection #2
COMMENTS: orclude code discrecercles, persons present, etc l f Pec-loQQQri tta
Z1berr, Pumps6
Pump Specifications
290 Series 3/4 hp All
Submersible Effluent Pump
LITERS PER MINUTE
C 100 tE-~ ?9C 2ti0 300
SC
i
14
dC. I
3C n
~ a
z I I w
w
Q A ~
w 2, z
_ O
< I <
~ S
O
2C 6
O
4
i
I
I
5C 6C
GALLONS PER MINUTE
ai r sn„ i.,I,I r."I a, i_.~~ .e,.
-2QA
Safety anc 3uildings Civisloi
&'~IrO 2010 . 'e."asrnngton Ave., P. O. Box 716? Samir. Pa It slit=to tic LUC4 ct bt:o) i
I $ P Madl tD VVI - 7C t 1.. !
~1J1. 191LS&-n- ~Udx
Sanitary Pemih Application
oar ,:n u tl 51 ~ 81 v. Ad-m. CZ-3, h1:,-o!% J, 1,'. the aaprop, xe _o••r;vmeact wd -I /
u ,c.:ulca ; r t -....u 1d:L c cairtsv pamt. \~C-..~Dph.aa.m :~rw W, . 1lcownc: Pa- -W -S arc suhmiued is I , t,,t A.lmr.s!if 6decf n: lh:a:vm,in_ add-essi
_kp:'uttr~,, S.ren' M J N ,i o'.. ' Sr , t mt.=-on y" m pfcv:.k may be u.ec b.' ses `wary- LJaI1
, r~csv oars aiu ua
f 1Pphea.iun Information Please Print • ll Information
pw , a: me 2mxl -
iJp't' \
1-7) Ql$-a0 ll~Is-000
NA,- `mil,
- - - -
6
r RnPe^y ita2c.. tt:ulln v.td::ss !`-t10 3o~
3 a n, m In ,tibr f_,
1 _ t _ I a)et!t t 1
ry Smote / tV':a e i Yhnne Vmnhcr I~G Nl~ ~..t,nn
TZ~~ -
/J vpc of Building (ch-rk all that apply) ~ l a _ -
-¢t-o>r'ra,tily:iwelhn: `uuhcro=~d..:u:c ~2r' 5:Wm4aw[~:n:w: > N f
A:bIiUCcm~laaial Drs: iht "'s"
i'ity of
❑ Sta!c rJwn<J - Ucs•:nh. I lm CSli 4cm"On - - v aagr "I - -
IJNT of ~ •-,aNYL .r~f'~.~_ 'i
p y y e R if apph<ablo)
Ill. Tv e of Permlit: iCher Is oml - one hex on line A. C om lele lin
W;; Koplaerun: SyFrm I Li 1 r .:nmae m I'.:u d P - •^r.~u tma V ho M14~dJCan n i > ei„^ Synem cxpia-j
l.ul l resieuS Fctma VumM. a,.A (Jme _soai~
R. ] Fr- I n,nwa' P M. 11 F.vwon 17, t ::q<r{ I rn~• ~ 5'-r¢:, Ir..rstu -Sew
CIA Cvjt_e of I ONTS Syttem,l_-umponant Ua. icr: iC_he.,r(h all than apRb
m P- ( v n i eoaad f u: 1 1 F uie I~ Mould • :1 m. of otol"hl Ui: _ mo e: : ?J in. of suitati, sail
. LJll1Jl` --ti !I:)itct lltta.n.,t: .•m., .np11,t~~~_" ❑ Pre'r=.....t lRu,wexplain;
i Dts crsalTrcat eut Area infurawiou -I
pv: F!o t,d, n S_..I .4ypii n +.;-P !.i i%Nv al v aR. mrJ,.f. I Ditx[sa Asian .ee t. S, a~.rt' 11ev:umy a4
v1 'rank Info m'm I Lx p,a M1fmw .
ill..n; c Ions Cute 7 v _
a
Vn. Rnpousibilirv Statement- ,r uodrrdgeicd. ass resporivbdu. for m,tallatiun of the PORTS shown on ihr artaehed plans.
~ I \dr0..: 1 >rMPn$ 'il:mtr_r lutruss I1.Ui1C Ntn
7 a > Lc'1' alur:'
I kA
=fit/ % `fQi 7 -
ounnII a artmeni Use Ouh'
yy..~~ FC'Ma i-cC ')q: 'wrd 1521- - 4h O Zo.e .Xwc
i~.~p(,.'MC I i1~8p~!C`YGd V~ A /i r~
! ~ 'n u>t Res c. 'n, Dm.al S~ I 1 -1 , O - _ bil
(.conditions of ApprovaVlkeasous for Disapprm~alf/~~\Ctl
=YSTEM CVs'^Jlch. ) VC~A~.~
1 Septic tank. efouent f Iler a'i❑ 2 / ~kzts
1 dispersal Cell MUSt he serm<ra i r`.aml;+nc-d
as per n,anagemelt plan pl t In. t p',,rioer.
? r< simtiaek4eQuifvm:d6 ai.islC -naiaalrnt• -
4V t a~ F~5 tits IV; nm sysmm and sVbml to no, Couat%"h, oo paw nor k" man S t6x1i. umhecm vxe
as per appl.cable
ST. CROIX COUNTY
SEP'hIC I ANil',
viATN'I'l N;1N'CL rrGLZL;FAal:V7
ANN)
OW'NGRSI P CL-R'IIFICA7WN PORivl
n
Ownet/Buyer -
~__r?
Nlai ling Address ~y g 1, w-2jv
Property Address
(Venficatien required ti
oil- ?laltune S %utnint, Depart.n!•nl lot new construction I
t'ityr:State Palvel lde! l: ication Not lbcr
LEGAL DESCRII T10N
Properly l.ooationA~ ,/}/c.) !r ser_;? 0 N R/ /DW, Town of ~ yµ
Subdivision /c4JC U( l C~ LQ I f- G{ tot t 7~ .
Certified Sutvt Slap ViItmle Page r
Warranty Deed r# -l 66 7 Voluute ~ Pav ri
Spec: house yec no rr lhn, ulenu fiab.r vuaa era
SYSTEM M AINTENANC:E AND OWNER CERT11IC 111ON
htgtroPer use and Marn[eadnee of YOUI st•plic s} stem coulrl Iesult is I is l r.-rtumrc Iarbru 'n Itafullr wastes. Proper
rriarntcttarlce consisls of puritpnly oul the sepic tank evcrru ILrce. vears or sourer. nearleci• of i Wonsnu purnper What You vut into
the system can atect the frurelion ofthe scpnc tank as a ticahnrnt stare ]n the wasle disposal svstrm Owner nua'.tntcnance.
-rsponsiMittes are specified hu §Co:um. S3 2( I ) anti nr Chaph.: 1 ~ - St. Croix County Samtarv Otilmaner.
I'be properly uuner agrees to subnut to Sr Croix CC'um; 1'munur fir. /on ng DPJaalnent a ecttilieation fonts, signed by the
awnnr and by a mast,. plwnbitt. ;ouriwymarei plumber, rrstrrctcd plumber c: a hicanscd puntpet Yee tlyirte that (1) the on-Sir
wiistew•aler disposal sysirm is in propef oprra fine.. ^on(wioi: audaa (2) arwi inspection and pumping (if accessary), the septic tank k
icss than li.i full of sludge.
Ilwr, tae r.ndorxigue<i uaac lead rhn aoove n-quncmera`. and a res to rynintam Ilia pi ivare ;swage disposal system will: LI'a.
rdndards sect fouh, hewiu, as set be the Depar -ovilt of Co~mlclk t~ •lt:i: the Dt-pari r r:m nl Naturai Rcsoruces, State of Wisconsin.
(_edification stating that your septic system hos brcn waimamed must be complclod and rotirrned to the St. Crnix Cotunty Plami:nr 3:
Zotang Department within 30 days fit the direr year expiration d;ao.
1' we certify that all ratemmus on dm. foua an- true to rho bast of myiew k nnwled=c I'wr am arc the r: wucii sl of die
PrnperTy described aboyw, by virtue ofa warrant, ,iced rcooided In Rc.erster of I_)eai-s Oliicc.
VuT~ber of )edroofns~ - - - ,
i(Jy/
SIG\ATURE 01 APPLICANT(S) DA TI-
1"Any infornauon that is ::asrrpresenled rimy result ni lite sanirai c pcrmrr bring nvokrd by the f atreilrg & zoning DeparYusni-
inchune with this application a t euwded warranty deed hom lite Register of 1)ccd.:. Hier rid a copy of the cerhhcd smvcy, map it
rctenencc is made inn till, wan rudv deed.
(REV. 08105)
DIVISION OF INDUSTRY SERVICES
2331 SAN LUIS PL STE 150
GREEN BAY WI 543045211
Contact Through Re ay
P ! h!tp://dsps.vei.gov/programs,industry-services
fit,) y~ j' wav.wisconsin.0ov
\6\~'SYini+ii%
Scott Walker, Governor
Laura Gutl6rrez, Secretary
August 24, 2018 -
CL:S'f II) No. 226900 A7TV: POWYS Inspector ,
I
SI]ALIN R BIRD Y.ONINO OFFICE
BIRD SELF STORAGE ST CROIX COUNTY SPIA
1432 120 1 if S f 1101 CARMICHAEL RD ~ z
NEW RICH 1CiiMONU WI 54017-6409 HUDSON ON WI VI 54016-7708
CONDITIONAL, APPROVAL
PLAN APPROVAL EXPIRES: 08241'2020 _ Identifcalion Numbers
Transaction ID No. 3148075
SITE: Site ID No. 852957
Kernon Bast Please refer to both identification numbers,
Lot~5 78'1'11 Ave above, in all corres oncle ice with the agency.
't'own: of I larmnord
St Croix County
NEJ S, NW'IA, S30, T29N, ROW
FOR:
Description: A!-Grade (3 Bedronur.s -.New Car dru(tion)
Object Type: POINTS Component Manual Reguialcd Object ID No.: 1792673
Maintenance rcgaircd; 4511 GPI) Flow rate; 33 in Soil minimum denth to limiting factor from original grade;
System(s):.A,grade Component Nlamual, Vers:ol 2.0, SBD-1(1854-P (N.03~07. R. li l2), PressureDistribution
Component Manual - Vcr_ 2.0, Sf37-10.106-P (N.0 VO1, K. 1012); Efll=;it Filter
The subrniktal described above has been reviewed for conformance with applicable Wisconsin Administratwe Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. '['his system is to be constructed
and iocatcd in accordatnce with the unclosed approved plans and with any component manual(s) referenced above.
'file owner, as defined in chapter 101.01(10). Wisconsin Statutes, is responsible for compliance with all code
requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Deparmlent per s.145.06,
suits.
The .following condition. shall be met during constriction or installa:ior and prior to occupancy or use:
• Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site.
• With new construction; it is recormcnded not to activate the pua:p in the dose hmk until the u; nks are pumped
prior to homeowner occupancy.
• Wastewater generated from confraclors cleanhtg of equipment and tools andior left over construction
pmc;ucts shall not be discharged into the drains discharging to the private orsite wastewater treatment system
(POINTS). Waste generated shall be properly disposed of on-site or off site.
• Any tall grasses, leaves and shrubs shall he cut short and removed prior to til:ing the surface for installacon to
prevent matting under :Ise dispersal aroa. All loose organic material to be removed from the POW''I'S D'si:ersal
area.
• Prior to construction of the disnersal urea, check file moisture content of the soil to a de:ah of 3 icchcs_.
Smearing; and compacting of wet_soil will resell in reducin;; the infillraCQi capacity of rile snit Proper soil
moi:urv consent can be dctc.mined by rq,!ling soil sample bctwccn the hands. If it rolls inro a Ire:=trick- wire
the site is too wet to Prepare. If it crumblrs, site preparation can pr:ceed, (cline si'a is 1uo wet to prepare, do not
proceed -until it dries.
• Divert surface water font POWTS Area.
S-:P.t n:R tniiU 1'agc2 8!2VAI8
• All piping shA!1 corforr--, to SPS Tcble 334.30-3 aW SPS Table 38.1.30-5
• Insulate building sewer beyond 30 feet per SPS 332.30 (1 1)(c)
• Tank Installation to follow all manidncture's recd:nmeucalions. '
• Pump Floats to be set and verified pcr aMroved Plan. Any chanitts may result ingumP resizirne to meet
TDH and CPM Spccificatimns.
• Verify properly line(s) prior to installation
• Well setbacks to meet clm KR 311 St 312.
• Areas that are occupied •.%iih rock fragmer.ts. Irec roots, stumps and boulders reduce the amount of soil
available for proper rreatrnerl. If no nine! site is available, bees in the basal area of the al-grads must "ne cut Off
at Lj'olmd level. A urger 1:1: area is necessary when any of 'lie above conditions are encountered, to provide
staticicatiufiltrative area.
• SPS 333.54(1)(e)'Ilic namagcnient plan for a POWTS shall specifically address the servicing mechanics ofan
aerobic or anaerobic treatment tank cr a holding tank where eider of the following conditions exist:
i. TT;c bottpm of (he tank is Inczxd more than 15jeet below the elevation where the servicing pad is located.
2. Thu bottom Of the tank is located more
ih,m l5G feet hm vontaUv front where the srxvicnte nad is located,
Owner Responsibilities
• The MrTant owner, Wild eacl: sabseyuenl owner, shall receive a copy of this letter including instructions :CL,':ng
to , none. use and maintenance of uc system. Owners shall receive a copy of the appropi iate operation and
!Mitucn:mce manual ardor owner's manual for Ore POWTS described in this approval SPS 333.54(l).
• In the event this soil absorplion systeni or any of its compoaert parts malfunctions .sons to cxatc a health
hazard, the proparvy owner must follow the corei~get:cy plan as descrbcd in die opp: oml pleas.
A copy of the approved plans, spcclicatiom and th.'s letter sLall be on-site during construction and open; to
inspection by autho: ized I epresenintives of the Dcparim;.at, wLich may include Local inspectors. Al! Po.-nuts
required by tiro state or the Iccal mtmicipaiity shall be o'otaited prior to coumtericernent of
construction:•`installatiorveperation.
In granting Otis approvt: the Division of Industry Services reserves the right to require chznres or ac:(Fuons should
conditions arse making them necessary Icr code comphatce. As per state stets 101.12(2), nothing it: ibis rt• ew
;hall relieve the designer of the responsibility for desiring a site building, structure, or comporeut.
hnquiries uuneerning this correspondence may be mado to me at the telephone number listed below, or at the address
On teis letterhead.
The above left addressee shall provide a carpy of this letter and the POWTS nvnagemcut plan to the owner and any
oucrs who are responsible for the instaAaliou, cpcration or rua:ntcnarnce of the POWTS.
Sinxrely, Fee Required S 250.00
%<.i~ ~~ruly ./veer{ This Amount Will Be Invoiced.
When You Receive That Invoice,
Tim Vander Ixest Please hlci Pde a Copy With Your
I'aymcnt Subu:ittal.
Private Sewage Plan Reviewer , Division of Industry Services WiSMART code: 7633
(603)516-6134 , llon- Fri, 6:00 a.m. - 3:30 p.nl.
lint. vandcn'IccsAiz,%wi.ggv
cc: Edwin A
-I'ay(Or, Ws:rxatcr Specialist, I S) Ci3$-i43 \lon•fri, 3:00 A.69. - 4:30 P.M.
Cover Page
Shaun Bird
Bird Plumbing Inc.,
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date:B/8/18
Owner:Kernon Bast
Location:NE 1/4 NW1 /4 S30 T29 N,R17 W Lot 75 78th ave Hammond
Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03107)
Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01/01 R. 10/12)
Page#
1. Cover Page
2. At-Grade Plot Plan
3. At-Grade Cross Section
4. Pipe Cross Sectiorl/Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7-8. Maintance and Contigency plan
9. Filter Specifications
Attachments: Soil Test
Shaun Bird
Signature- _
License number 2269
RECEIVED
AUG l 8 2013
INDUSTRY SERVICES Page 1 of 9
System PLOT PLAN
PROJECT Kerno.n Bast ADDRESS 948 Labarce Road Hudson Wi 54016
NE 1/4 NN 1/4S 30 /r 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTENI ELEVATION 98.0' DATE 818118 BEDROOM 3
CON'VEN'TIONAL AT-GRADE XXX CONVENTIONAL LIFT IfULUING TANK
MOUND SEPTIC TANK SIZE 1000 gailors LIFT TANK SILK DOSE TANK SIZE 630
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 M of chambers none
BENCIINIARK V.R.I'. Top of l" pvc pipo ASSCME• ELEVATION 100' hiller Lifetime filter ~
❑BOREHOLE O WELL «11.R.P. samoasbenchmark
78th Ave
Property Line Scale = 1/4" = 10'
t~lutfcult Combo Tank
1.5 Acre Lot
Pro 3
Bedroom Proporly Line
House
Aroa 15' below
system is to remain
undislurbod
B-3
E3
Grading is to be done to
divert run-off away
from system
3.2
4% Slope
B-1 is rot to be
used for design B-4
purposes
_ .1
8 98.5'
Property Line 97."
~0/C 96 s,
At-grade System Sloping Site Cross Section and Plan View
-
1 t Dimension Feet
1 r r r r r~ } r J f..{.,. •..,r, l y1.: i
1• ti: ti ~ 1 • ti ti ti 1 1 +I
V6 B
1 -
f
I) ~.o
`r J.: ,.J'. l ..3 U.J..
1 1.:':L:::'•::::.::-.i.'.:j ~~r:•~:~:;.••~'}jr;.:,:}j:.~,::...'f•'}jt-X11•-:.:f}.•:.: }.'r: f::.'::::.:
1.0
- - - -_L, Gtr
L' t - - 1 6 B r W L G~
i E 4- B I
40 _T I. _
Rio SI~~c
1 = Plowed ,y 5:. - Cleat aggregate 0 - 4 in. soh. 40 pvc
I 1
basal area `:!j, is to 2 % in. dia. observation pipe
Lateral with 2" Tops`ri: Cap
Cicutcxtile. aggregate over ptye
/ Observation Pipe
u~^r
With Cap
Fabric
• f _J , It Lat< < li ~ ~ •
r 1 opsoil Cap
L 0111 0U I c
Chine Direction - 1 aaa
CLVLIL•1L INSTALLATION: The at-grade: area is staked out along, the desigti contour. Existing
vegetacun is rnowed and raked off the site. The basa! area (l. x w) is sta'.ced out and plowed with a
moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to
form a inch soil wire when a sample is rolled between the pahns of the hands. The A x B area is
covered by clean aggregate deposited overhead by a backhoc. Special care must be used when
placing the aggregate to minitnize compaction of the plowed surface. After the topsoil cap is placed,
the entire at-grade is seeded and mulched to promote vegetative growth, limit erosion and protect
frotrt freezing. The observation pipes are perforated in the lower G inches and secured in place.
n
03'05 lgj Page of~_
Pressure Lateral Layout
One Lateral - End Manifold
-4- Threaded
Cleanout
Porcc ?fain Lateral Turn-up ► Plug
x
ii
I. Long
J Sweep
90
~i
Ijei?d
p ( , r ta0 _ Pressure System Construction
Distribution Network Specifications
Lateral Uiatne-ter_ y In. Laterals are constructed of Schedule 40 PVC
Orilice Ui<meter In. pipe. Orifices are drilled petpendicuhu to
(Orifice S1?a_cin In, the pipe with a sharp drill bit and face down.
c~ .
L (Lateral Length) Ft. Lateral turn-ups terminate with a ttueadcd
Force Main Diannetcr 2 In. clcanout plug and are enclosed in a 6-8 inch i
Force Main Length diameter lawn sprinkler valve box accessibly
- Irotn finished grade.
• • • • •
Grade
6-8 Inch Lawn /
Sprinkler Valve ►
Box
i.
031;05 lt; Page ` of
Septic-T:)ose Tank Cross Section And Pump Performance Specifications
Mattufactttrer f - -
Purn,
f 1 ✓ -
1 nnk MauuTfacturcr tunher f., G t'tF Model Nurrtber2~!~
1 ank Mudel
l [oral Tank Ga acit Alarm Mattufta tun r
~ Max. Btuy De~ptlt q ~ - I Alutm Model Nttmbar
CSwitch Type /.n CC 'rt%~- -
Filter
Msmufttcturer i Eiix _ Total Dynamic Hcad (1'1)11) - Feet _i
- Elevation Tiead
Filter Model Number
llistal Preestue
_ +cf -
N' etwork Loss . -j
- - - - - - I
K ininmm Pump k'erformance Required Force Main Loss _ G~
to Vi' a i t "i'DII ! I otal ~n • 3
1_ v , 3
Outlet Nianhole Min. 4" Above Grade With Grade
Lacking Device. Inlet Manhole Manhole With Locking Min. 4" Above e
- DLvim
< b" Below' Curate Sealed WatertiOmt Securely Mounted I
Weather-proof i J\
- - - Fiaished Grade ` .!,)x- - t~
~r r` 1,
' Vent Mitt. !2° Disconnect
( Above Grade Means
f With Vent Cap
i
I Outlet. Filter 'may ~1
hhlct 1.t- Inlet Baffle - - - -
Twitch Settjttgs and Reserve Capacity A is '
k Tauk_Volume GPI Weep
X. 4WD
llimensiun Inch Volume Gal. B Mote
(reserve) A~ 10
(alarm) Fl ^ 2 Off Eleva n Cl
(dose) C' T -5 Ft
T -
dead. D Bottom
Nevation
Total
Trl f~~ 4T1~1'fl ~ \ 1 it ~1,1?~•~l f - ~ T~~'i T[•~T.:V'f'('. Tt
IVJ/. W....~1 ~L„ ..,.4iJ~i ~~'ui:i~~••;~• ..J •.aa.r...~uy.. Y..:..l+J l.rW
GENERAI. INST*11 ATION' The sepiic!dusa tank is bedded and back filled in accordance with the
rnunufacutrcr s product approval specifications. Maximum depth of bury as speeifiod by the manufacnuer play nut
be exceeded without prior approval. Manhole covers exposed to grade have an effective locking device (padlock)
installed. Piping at the hilet and-outlet is of approved material, connected to the tank with watertight fittings, :end
laid on stable soil to prevent settling or sagging. The force main is sleuvnd with 4" Seh. 40 PVC to bridge the tank
excavation and the sleeve is sealed w•atertiirlu. Electrical servi complies with NBC 300 enrd Comm 16.23.
02:105 L J page _.~Z. 0
-
280-SERIES
112 hp Submersible Effluent/Sump Pumps
The Uberty 280-Series provides a cost effective °mid-
PeonnanceCurve:280-58!BS
rdngo"pumpforon-site waste water systems, liquid waste transfer and commercial heavy-duty 40 _ 12
surnppump 1
applications that require higher head or more flow. 35 11
Designed around Ubony's unique "Uni-Body" casting,
the280Sedeswill provide years ofreliable performance. d25 1 g
r a
All Models Feature: 414-t
6
• up to Vortaxstyie impeller p0nnitting passage of solids 15 5 g
• 416 stainless steel rotor shale = 10 3
• Permanently lubricated upperand lower tall bearing 5 2
• Epoxy powder coat finish 0 10
• All fasteners - corrosion-resistant stainless steel 0 6 10 15 20 25 35 40 45 50 55 60 65 70
• 1Y? Discharge U.S. Gallons Per Minute
•Stainless steel bottom screen -easily removable }--~`-T--' i' I
•Maxintumfluid temperature: 140•F. 0 38 79 114 156 192 228 270
liter; Per Minuto
280.Serfes Cord Lengths
Model io' _2L 35, 6 Dimensional Data.
280 StiarWord Optonal o2nai Weight, 291bs.
Optional _~t!onal
281 Standard O tlormi Optional Height l3"
O donN Major Width: 10- (model 287)
283 54andard 0~8ona1 Optional N/A
267 8tauivd op8onal N/A _ _VA Minimum Sump Diameters:
10' cord length standard on ail modeW. For opdonat lengm:, Model 281, 2&3...14"
add "-2, -~j or -5" suffix to model numbor. Model 207 VMF...10"
Example: for nxxiof 280 with 35• conj. order 280-3
Factory switch Model 281, 283 Model 287
Motors setdn s VMF
pecificationS Turn on level 13" 9.5•
Y hp 60 Hz 3450 RPM Turn off level 7" 4.0"
Oil fil.'ed, thermally protected
(PSC) Permanent Sp5t Capacitor TtkModel283toatumaNv),aa;~ IaWew'.daarylefloat0dfe tiel
8.0 amps (115V) edµwimenis can oo made owAly by tetlwng the float to tho di
4.0 amps (208/230V) =hvgo Iapaor clMrnl wiling point. Vertical float rnoW 287 Is not
Model 281 - Model 283 _ Model 287
~%no ode1280
anual, r-- Wideangle l 4Mde angle VIVIF.Series
switch float switch float switch Vertical mag-
with quick- with series neticfloatfor
disconnect (piggy-back) smaller pits -
plug willoperatein
a 10" diameter
sump
c US Certified
514rLk. W V U su ".[T+: b d V,N.~ W q,1,pCCn
liberty Pumps • 7000 Appre Tree Avenue • Bergen, Now York 14416 • Phone 800.543-2550 Fax (585) 494-1839
unvtvflberfypumpl, com
~rn•Mn o unatr t'wrn, u»n amr
AL,LJnla nat~xd. WTDlW fYXari7
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _ of
FILE INFORMATION SYSTEM SPECIFICATIONS
! OwTer K 1, , I x Septic Tark Capacity l El NA
ga. Septic Tank Manuf
acturer p NA
Perm:EY - Lf,~3
:)ESIGN PARAMETERS Effluent Filter fanufacturer J NA
Number of Bedrooms ❑ NA Effluert =liter Model Nurnber of Public Facility Units ~if?I,NA Pump Tank Capacity
❑ NA
gal _ NA
Estimated flow (average) v z> gal/day Pump Tank Mani lurer p NA
Design low (peak), (Estimated x 1.5) eln~ auda Pump Manufacturer 0 NA
Soli Application Rate
of gal(da_~ / Pump Model C3 NA
I Standard Influent/'fguen! Quality Monthly average' Pretreatment Unit
Fats; Oil & Grease (FOG) s30 mgrL ❑ Sand/Gravel Alter O Peal Filter
Biochemical Oxyger Demand (BODs) <_220 mg/L ❑ NA C Mechanical Aviation ❑ Welland
Tofal Suspended Solids (TSS) 6150 mg/L Disinfection 7 Other.
IPretrealed Efficent Quality PAonthly average Dispersal Cell(s) p NA
Biochemical Oxygen Demand (BODs) 530 mgrL C In-Ground (gravi!y) U In-Gioutd (pressurizeu)
Total Suspended Solids (TSS) 530 mg/L 71/51-NA >4t-Grade C Mound
Fecal Cclifonn (geometric mean) <10° cfu/100ml C Drip-Lino C Other:
Maximum Effluent Particle Size ~ $ In dia. C NA tither. ~ Cl -NA
IUthsc `U1 Clher
W1
'va.ues typ ee for domestic wastewater aid septic tanx efftuonl. other J NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
'Inspect wndifor of cork(s) At least once overy. .11 D month(s) (Maximum 3 years) ❑ NA
'ump out contents of tank(s) When combined sludge and scum epuals one4nird (Y) of lank volume C NA
Inspect dispersal cep(s) At :east once every; C month(s) (I9laxlmum 3 years) C NA
- y year(s)_._____
loan effluent filter Al least once evury: / C month(s) O NA
- -0 af(s)
aspect pump, pump controls & alarm i At toast once every: O mo th(s) G N.4
-lush laterals and pressure test At least once every: ears s) NA
l ,
'~Ihen _ I~ month(s)
At toast once every: ❑1 month(s) VA
NA
MAINTENANCE INSTRUCTIONS
nspections of s iks and dispesaf cells sha:l be mace by an irdividuai carrying one of the following fcenses or certifications: Master
Plumber; klaster Plumber Restricted Sewer; POWTS fispectai POVrS Me mainer, Septage Servicing Operator. Tank inspections must
inc:ude a visual Inspection of the tank(s) to identify any nilss:ng or broken hardware. Identify any cracks or leaks, measure (he volume of
combinett sludge and safm and to chick for any back up or pending of effluent on the g•ound surface. The dispersal cull(s) shall be
visually inspected to check the ef^uont levels in thu observation pipes and to cnec:< fur any pending u! effluent on the ground surface.
f'he pondirg of effluent on the ground surface may indicate a failing condition and ruquifes the lmmediale notification of the 1=11
-egulatcry authority.
.Nhen the combined accumulation of sludge and scum in any tank equals one third (h) or more of the tank volume, the entire contents of
'he tank shall be femoveo by a Septage Sevicmg Operator and disposed of in accordance with chapter NR 113, Wisconsir.
Administrative Code.
All other services. Inc:uding bit not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
'and any servicing at intervals of s'12 months, shol: be psrformed by a certifled POWiS A•taintainor.
A service fepur( shall be provided to the local regulatory autnomy within 10 days of complotion of any service event.
Page. of„
START UP AND OPERATION
For new construction, prior to use of the POV!. S crack treatment tank(s) for the presence of painting products or other chemicals shell
may impede the treatment process andfor damage the dispersal cell(s). if high concentrations are detected have the contents of the
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at Uto infiltrative surface.
as wastewater will be
During power outages pump tanks may fill above normal hlghwater tevels. -,Alan power is restored the exce
of unt.
discharged to the dispersal cell(s) I. one large dose, overloading the cell(s) and may result in the backup or surface discharge owerftoe~
to avo;d this swation have the contents of the pumo tank removed by a Septage Servicing Operator prior to restoring p
effluent pump or contact a Plumber or POVVTS Maintainer to assist in manually operating the pump ccntro!s to restore normal levels
within the pump tank.
Do 1101 drive or park vehicies over tanks and cispersal cells. Oo not drive or park over, or otherwise disturb or compact, the area wilhln
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or eiiarnatlon of the following from the wastewater stream may improve the oorformance and prolong the Ile of the POOTT3:
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degneesurs; dental Voss; diapers ddiismff`c Stsofat: ^u^9ationd drain
;
(sunip pump) water; Wit and vegetable peelings; gasoline; grease; herbicides; meat scraps;
pesticides; sanitary napkins; tarpons, and vialar softener h:lne.
ABANDONMENT
Vdhen the PO`A'TS tai's andlor is permanently taken out of service the following steps shall be taken to insure that the system is propelly
and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code;
• Alt piping :a tanks and pits shad be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pi's shall be removed and property disposed of by a Septage Servicing Operator.
• After pumping, ail tanKit and pits snali be excavated and removed or their covers removed and the void spare filled with s*4.
gravel or another inert solid material.
CONTINGENCY PLAN
If the POl1?S fags and cannot be repaired the following i!easures have been, or must be taken, to provide a code compliant
replacement system;
❑ A su.table replacement area has been evaluated and wZy ce utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compadion and should not be infringed upon by requi ad
setbacks fro-ii existing and proposed structure, tot bees and wells. Failure to protect the replacement area will result in the need
for a new sell and site evaluation to establish a suitable replacement area. Replacement systems must comp')' with the rule:. In
effect at that lime.
❑ A suitable replacement area is not avallabfe due to setback andfor soil limitations. Barring advances in POWTS technology a
holding tank may be installed as a last resort -.o replace the failed POvVTS.
The site has not been evaluated to idonhty a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
m st be potformed to Locate a suitable replacemert area. If no replacement area Is available a holding tank may be Instailed'' as
a last resort to replace the failed POWTS.
Mound and abgrade soil absorption systems may be reconstructed in place folLowng rereoval of the bicmat at the infiltrative
urface. ReconstrJCdons of such systems must comply with Vie nAos in effect at that Uma.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS f - - -
POWTS INSTALLER _ POWTS MAINTAINER
Name
Name J~u >S _ - r J/ - /
Phone Phone/'`
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
ame Name lam} f9u~L
N T
yi:-3d~-~
...T Phcre I 7/J~~o2 Phone
This dM:umenl was dralled !n comp:iancu w to chapter SPS 38122(2)(o)('.)(d)&(p and 363, 54(1). (2) & (3) Wise:oncin Administrable Code.
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