HomeMy WebLinkAbout026-1016-60-000%b,,,eSPAIN ea?ie'o'a.9C,,I a PRIVATE SEWAGE SYSTEM =Nl
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INSPECTION REPORT
GENERAL INFORMATON (ATTACH TO PERMIT) edee98VJTSCOOBVICentral Lttl C'n a ZN W1eTOWNpOF RICHMOND000 67
TANK INFORMATION ELEVATION DATA
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POMPIBIPHON INFORMATION
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November 25, 2020
CONDITIONAL APPROVAI
PLAN APPROVAL EXPIRES 201E-0CS
PR ithew" PWTS112002]II{
IOW. 45CHMITT
616150th Ave
Sommeet W154025
om510N OF INDUSTRY SERVICES
¢33I6 LUIS PL
GREEN A3MSol I
Och ihragh RYeY
hope flnPCM OIIVINrarvA�m WhisnPw
voicas
Conditionally
APPROVED
DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
SITE CH Richmond Amount Facility Septic System
10951 Avenue
Town ofRICHMOND
5t CroixCowty
Total Amount $25000
MR
SEE CORRESPONDENCE
IM(Mmnd Sod Absuryonn LEFT un nt Menml- Ver
20. SEE. 10E05-PIN WAM, R 10, 12)
Prts rt Dlnnbotwn Component Manual - Very 2 0.
SEE. 10706-P1 01101,R 10112)
Oenimae 448.5 GPU
Mamunmu Rcqurmd
no wbmtul decrease ahwe has NE, Narrowed 6r IlIfOM111Cwnh npphcWle Wuc .aAdmlveCado
and show.. stunea The submucal has been CONDITIONALLY APPROVED ThlssOmmntobe
cted and Imm rn hmeh ME the.nnotM VINI plan end wSh my mnpom i st
communist!
w
ftteneed ach The owner, as control to chapter 1010FIN, Wisconsin Surma, ra Monc imm for uamphance
W Im nil eme ugur..most,
No poison may engage rn or work at plumbrny in the stale unless xenssd to do so by IM1e Deparnnent per s 145 06,
min
The lullewrogc,Mitions shall be Mel d ueng construction or rombano, and poor toMouth or use
• Syskm elevation m be tw grater Duo 9558'
• 4 gallons Per Suerc fort per Say to be wLsd
anded m ten eared M Sala it, prior ad during conatmonan to a• and dutarbonea,
mpaa ton and use of the nr e.
• Wrib lr endol nor to mlivote the pnmpm the dose tang until the tanks
rt pamped puts IShommnaer oeeapsnr.
V,m err generated from svlen cal equipment and ON, cedar ten arms
Sao Wmon pmou, Nall act W nlubmishol n a the do,,,, L...mrsme m me main,
imme (,)•term (PO"TS). w.:b eenaratee xnaR Ire prvnen, lnas r,te a.
omelee.
Roma, and maintain weedy vnure on or Mu timmsiseel opossums m mrnrmrs lot mMm
rufiltm me dispersal celllin
• To meet now eemnnn between z m m enheennd
• E1,11,111 wmlwtIone shall comply I as RS316.140 and NEC 3H
• All piping shut Confirm to WS To III, 3l 3 and Sl•S Fork 384 30 5
• Insulate building severe bn'ned W Feel per SIN 382.30(11 get
• N'ellshtll he laen led 50 feel film JrvinlelJ and 35 Feet trim treatment nr pump Na e
A pope oflhe appeared phurs, pic[ficonIms,vad me lave shall beo.are dunngm and opan to
impeulwn by mthm ed representatives oflhe l4pmment which mnmcbm, loped "pmmn All perems
required by the sire or the loud allegedly a hell be shelted plot in commencomenl of
mIUWCIgn l"'wheon operation
I19111 do, approval the Dlvinonof Industry Serves reserves Ilia right in reggrvahmgw or all should
Creditorsmating them n,,wWy for ands originate
As for We ♦ 10116 in this wI
shall ov er, the deimer Lf the responeddlry for designing a safe bmIJUlgr'.0draft um,Isr mr...m
Inqual overcome this mr,upnmi in,)the made tome at Jlc aspect, number hated below, or n the address
on the lmerbnd
The,move Ian addressee, hill poll Id, a ropy of up, lath and the PINTS mvmgamen olio to the owner and my
omat. Alin or, reportable for installation, operation or malmenamc of the poWl ♦
Sincerely,
T _e, rv.,wu
Travis Wagner
POINTS wastewater specialist, Dhenion of Industry Servloes
(6010715
ta.. wagner@wi
To meet new vaeelnn between 2 m to feeVsecand
Elatrkal mnneeima shall comply with SPS 31630 and NEC➢W
All piping shall conform to SPS Table 284.3" and SPS Table 584ID5
Imetam bending Normal banned 30 feet We SETS 582_ID D I$el
Well shall be located 50 fear foam dra.ofield and 25 fat from treatment or pump mold.
A copy of mprovm plaro,ponfummus and this loner mail beo.s A,duneg m wo u, And open la
mapec mn by commend representatives of Department, which may Mhol, mol mspnton All pmmiu
required by the state or the loual man]uNdty shill be counted pnor to commencement of
ronMudmNim W IanoNopv W on.
In granting Nit approval Ne Dwismn ofInduany Serviwreserves the ngbt to re parechangea or ablamm should
Main ions area morning mom rwxuury, fix code compliers. As par sm2 slots let 1212A nothing in Ais review
shall redact the designer of the responsibility for designer a safe buddme. samawq or component.
Inqumn mmmrrog Ne mrrtapoMarce may hmade tome at The mlepMc number listed 41ow,a m Oe Wdt¢s
OR the oftemmad
M above left uddrtaam Thai pmnda acopy of this Imer and The EDW IN mmagemml plan At We owner And coy
mbcrs Who ve mspouTble for the m ationer. operation or mcamenance of Me POWTS
Smomly,
x &/p a
Trials Wagner
POW 5 wastewater specialist, Division of Industry Services
�6DD598-0215
toneraywrimerAvarmv
IN6ROUND PRESSURE CONVENTIONAL COMPONENT DESIGN
MDEX AND TREE PAGE
M1OjM Name ON listlessness Amounts WhOr Conditionally
-APPROVED
Changes Name wamnnncminikmFIERDIT
nc <Accry AND PROFESSIONAL
SERVICES
Centers Marl 17"IS Ashanti Anon« DIVISION OF INDUSTRY SERVICES
Hammered, If WC30
(gal DrempternSW1//, NE1/0, S5,73M. RIM
Tonal gamma
SEE CORRESPONDENCE
County StGga
SWMarm Name. MA
W Number' NA
ROh NumEN
Panty LD Number 026-10166D00)
Plan Transaction No.
Par
maelamtltle
Patti
PmieR aeMew. only Flnaane Tank ming
Pap
Septic A Dose Tank $pea31num5
page
Effluent Rlter lnlwmalwn
Pages
Cosa Tank Cr0a sector,
Page
Pomp Curve Is Stationers
Page )
Coal Cell CakulaOms
Para
System Siring A Cross section
Pap
EE fear lnforma(m
Par 30
Pressure DlstrisAwn esteems
Page 11
DNWWtIm NHwoM 5Pea0otnns
PAP Sl
PIA Plan I
Page 13
Plot Plan 1 100
Par 14
Complete Pin man Not lO wk
Page 15
Management and amungeney plan
Page 16
SCK Tank Mamnmme Ayreemem
Par l)
Warranty Dec
Annulments
SOI EVaIuaOon PapM
Adornment
Eudora Plans
0ppear, John SchnJN
lknereNumham MPMn37CO
Dale' I(VIUrOM
Phrase Number' ]1S)60W06
2!/
pgnalun' L
L�11tL
rpurN SW 1psogWnCmmponenl ManualVenbn305B610i0SPN 01/011
Pnaurt alslnbNlan COmponent M3nml V<NIm l0$BD-10]O6-P INOUOD
Part
CN RICHMOND AUTOPORT FACILITY
OFFICE TRAILER
The office bailer at the CN Autoport Facility will accommodate 20 employee.
Sall conditions are sultible for an In4groundP VVTS. The system will consist of
1000/650 gallon septicldos r tank and a conventional fin -ground pressure soil
absorption area. The soil absorption area is SW feet away from me combination
Unk across a parking lot. The combination tank will be Installed with 7.5 feet of
cover and the force main will be at least 8 feet below the parking lob A check
valve will be installed In the does tank as the force main will not drain back to the
dose tank. The Soil absorption area will be a pressure distributsd U flow system
consisting of three 60 foot long cells fad by an end manifold.
20 Employees X 10 god = 299 gpd
2999pd estimated flow a 1.5 =446 5 gpd design flow
SEPTIC TANK CAPACITY:
448.5 gpd x 2.088 = 906.5 gallons
85 as] a 299aal + 102aal= 486 gallons
Tank ManufacturerB Model: Wieser ConcmW wLP10001650-MR
Pane 2
CN RICHMOND AUTOPORT FACILITY
OFFICE TRAILER
FACILITY DESCRIPTION,
The office trailer at the CN Autoport Facility will accommodate 20 employee.
Soil conditions am suitable for an InGround POWTS. The system will consist of a
10001650 gallon septicldose tank and a conventional Inground pressure soil
absorption area. The soil absorption area is 600 feet away from the combination
tank across a parking lot. The combination tank will be Installed with 7.5 het of
cover and the force main will be at least 8 het below Me parking Iol. A check
valve will be installed In the dose Unit as the force main will not drain back to Me
tlese tank. The Soil absorption area will tea a pressure distributed E2 Row system
consisting of three 60 foot long calla fed by an end manifold.
DESIGN WASTEWATER FLOW CALCULATIONS:
23 Employees X 13 gpd = 299 gpd
299gpd estimated flow x 1.5 = 448.6 gpd design flow
SEPTIC TANK CAPACITY:
448.5 gpd x 2.088. 936.6 gallons
DOSE TANK CAPACITY:
85 gal+299gal+102oa1=48S gallons
Tank Manufacturer S Model:_ Wkmer Concrete WLP10001650-MR
Page 2
� ..side PL-52"+ Ff(luent Filter
PI: i15 Ftltev
The PLSS Finer is rated far 10AT Gpo ((Bannon per day) making it me of Be Ivgra file+s an its class II IF
5E linear her M 1/I6'flmhun slatslike the rallying FIL-R2 that Polvink I'L 5n Ws an a,mom, vutaf bill
uwalled with every filter. Mc, the fattens removed far e4anmp the hit oval Vaal up and mmponrlly shutoff
the eyatc n as toe effluent won't leave the fork
l Fain 1/IF IJlrat lnnti nn
R.led .w
�fa.la,moePG (galla.v permrl ]0.000 GPD jOptl"I�en
• sss Iinearlael W lnh- Ido-adun Ar .vu 1- evt'
Austal" end 6" SCI(O9l Ppe- Fawn, IYN4
Bulltlaga. defla+ur
Aulavnc shutafl ball when filler a removed
Alarm accessibility NoW IF
mOnwn
Amyts PW"goinm Mndle
PI 451 waA11 lion
If for madentW and mmmxd wane flows up in su LaMar Ft
Ih0.11 gallaru perlay (GPG)
1 Locate the outlet of the septic tank r
2 Rennee IM IaNeaver and pump w4 Jravaury
3 Glue the filter housing to fhel' or Coutlnplpe l( FaIllp 411paa.
the fiber nnet emceed under the access opewsg ua a
Felt Iok Enend k Wk or puce ni pipe m center hItw
ter
5 bwrt the d seem, the nto itssell musum
II Repaeeand 'Jilce heseptr anmrovcr.
III
Five
�R45MEffluent
The pL525s under) Falmz oug openle me awaiting
laifor
scoclearial ng,
under normal d that the
Mine edmvog
des timer a recommended Id. the rivelead v disport
three
m time the tank a p ff...s m at less) every three
tyears If he owner wmunNbue. uphenalalaela
the owner will benoureabuck!by adman draw
lut filar
mrshol B.0
Ma servicing Servanngaller Ledme braremfiM
septu'lank pumRm �n uetaller
1 Iaale the nutlet of the scm, link.
2 Remove Wk Inner am pump tank of necessary
3 Cn out use plumbing when filler w won ... I At
a Pull Hose
cart..ff nu ollhe tankwevaM i
5 Hme off tooter over the aepnl tank Make sure all
whodig llMh mtank
61mwnflufiliff
undit, Wk
in
into nalong
mrelhe,drug, amiserly almd aMmmpladymmei.
4b1P.➢eh &dieol.nWi
I Replare and wgum sette kink nevernm.. or 1.
Millet, Inc 3Fairfield Blvd W Ilingfurd, CT IVW92 Fall Frce 11170950 Fss'311328*014 ww: wlviuk,om
Pop 4
- _.
_TANK ° ,!
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) r- MIN
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WLP1000/6W—AIR
TANK SPECIFICATIONS
nso-SEA r 4 CAP -A 9r rmrAY
•wr. xrn w.,.n vwr[rt asMaw MIP
j
AQCff OR EQUAL C,MWET
io+.w VIM sm "wn�� FF
"loco"locown vmq. , OEPK)
TV 'a o �AM sdL
AN, ca� UP CONCHr 0i^._an•� m) yi
W;
mm rrz mnrn,ivr
C. I
^ wCp DRAYIINGI SUBMITTED S
ipl APMDVAL
SEPTIC / PUMP TANK SPECIFICATIONS
(No Scale)
IMPORTANT
eaclor wiw mn....n
P..u•nm SPe3a3l9lalta)
CMFCRIESC 1% pKn
r
ts.dn lal Vwee,was
A 9 323
T
B 2.0 3C.00
ICJ 5 &5.00
1
D 12 ZOa
JL .w..
TKTI
w Pump Tank Lleuld Level • 39
In
Force Main Diameter- 2 In
n�I
Min. Dept ED in
I m+—w.+I
PUMP -OFF
ELEVATION • 965 R
INSIDE BOTTOM ELEVATION 975 R
Force Main Length= 500 R '"v"ii°'eequi1iBi" T.
Im rtan : Bury force main below frost line or Insulate
Verlkal Need •
1U
R
as necessary pursuant to SPS 352.30(11 Hot. 'Y A C.
eMln Supply Head.
25
R
ICj Total Do se Volume TDV = 65 Saltness
FM Frkfim Lola =
7.62
R
(5M IOIY Ia1w.I --E.-Wee ETM 12X III awl
NO Nuja .rmc w..
eFltrp Los•••
.75
R
�.•grylr.nal
MIN. PUMP OISCNARGE RATE • 23 T6 gpm
•TOTAL DYNAMIC HEAD •
21.89
R
PUMP TANK
Volume = 550 gal
Wieser
Convete
Manufacturer
Pump Manufacbar
Zoeller
Pump Model 152
..
Cmirds/Alarm Manuretlurx.
SJE Rhombus
ConbdalAeirm Model
AB
SEPTIC TANIOSI
Total Volume= 1" gal
Install approved anent filter d to seIAG II drfiaf
mmed ately unstream of she rump tank lngsL
Filter Manufacturer Poiylob
Filter Mai 525
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s.
uu
iiisv►�i�i
CONSULT FACTORY FOR
SPECIAL APPLICATIONS
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151'152 19 sane,
TOTu DYNAMIC IEIAROIN
PER MINUTE
EFFLUENT AND DEWATERma
CU NPOPPN
I YMiAN ruww¢b,scvwPwH.+r.w EM
m r)arn ra u.wava+..vlr Mb
Model 151 Modals 1521153
i.T
Ems MY
DUMP'. LAND PN 16N21
PUPIwv' "",Iram, FINmu
M,N,red,,U, unby tl. pnlip
m[omnrelAi
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RESERVE POWERED DESIGN
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Pages
OMMEMEMMEM
„UEMME
MEM
WORIMMEMEME
5'm
hammas
�
MEN\\\����
CONSULT FACTORY FOR w
SPECIAL APPLICATIONS
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RESERVE POWERED DESIGN
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Installation Instructions for
EZf en Systems in Wisconsin
wwcdmn Ixwrmem 01 Commea, f5bi am loodi
Codes, has mmeued He specaalions aMsni dare to, this
poduet and detnswed et to be n com unw a w,th cNptos
Comm 82 through ea, Si wdmm Gme. and Cnapki
I<S all IW, WixonSm SIaMPS a tlzdesmutlmeelme$dg
a fikI CondLon 81111A Ponta mdsomwe m HOW in
aide repolatonz
LM anpmed prMucts are 1X3H (3-12' bundles who pow m
waderded6m5w 10' kn9m9and 12 Hfli 12.11
Htm nape In each bundle m 5' m 10' knges
A single pee bundle consent a INS Inds estimated µre om-
rourws by EPs a93'ryak and 5 most osphow vnth esly-
ebtyMereWng. Axmite a5grtyale Wntlle contain a99mgate
only andes Ma Mother who Notional nemng
Melarlek and FNIFnen11e0aded
• E2Mx plumes
• EZ%kv Grn extend Fams
• Ezlnw of" Poe consent
• Plpe Ior Home, and imot
eadmoe:E,�w,m,
Installaton assumptions
The Instructors ICr Imownion of Ei products we given
hook. This NA:Mt mostm ostwed rn Noontime Sell kmde
rules obtuse "dus s Comm 82 mragh Bd, Vatmns, Ad
mistaWe Cook, and Chapters 145 all 1W Wisconsin SUIT
Adsas v2Y as the kcal ladle, oepedmeT.i anent dooke
m i u.l
Axn He local neaten dem med has determnm Smry,
cmngumbe, all Ianui Its She Wide, Systems stake
on mall Son pant the kni olseldom vd Luc Ee
melvl to xl won xt lank reed Adds Powder ins it I
trbulion IS all tmm, dell a oath Mare 11 a W
low, of pipe dmdks
2 Renow plastic EMS, shipping Nags The, to Ni
Thai Ce imoddes). Rembe aly dam, bagsw the
trench mi systw n maereo
3 This pmuct must mace gnowele mom: that meats rp-
mmememz d s Comm 84 X Ho (4), Wen Aden C,Mo
ineaOM dne,0y on tap W Me moduct awl eterdmg
dorm one; Me sdes of He phe ob to a pant al bn su
inNin, from r'e ddlore of poi
d Wnae FSWeMw a those, We lurch shei lee dy to
a wdm of %inches This net deny slobs and, in exuaw,
sou M ii Names Fine loaf-deyag ca(acly often
Sand g Is compete
AEVoSainaluffludw-
3 The OhwpM area(M neoeassy He a Taken ste dent
be sued bash or maumun tlaly ttwage Ilcw (GPG) and
He Pe' ahLlr fm he It, It anan toted I5 me, me
EISA Snug handb used in VaNnon, resultirgm a 40%
smale denf.a.
6 Race Eam, unloads) 0 Me EZlbx cmfigundon See
prmed by System dhow' pNN ketone' y for the Nub,
ter,de The IN cn cetee MOST bundles mnmi ON
we forked ad a M wdh an r fdow ppe cwds. "
addMoral al ft"No only bmi Met may be mauled,
e^uYd be mi Nonst we Oman ayretlati Wm
dies and m not,apwre key Nre of salnemon.
The kq of own GE 0 gerkn cdnki a Lille, Nob: one
manulanurelrn Between Mereemngallayyre9ae The
fade's Wens n pevent sal mlrusmThe msWkr
that make tone indell GW rs paitwool lewd all eke
n moat Mh his di cdnedow in the Npxnt owns -
de, fefae WbadlLn9
e The Eight, 0rvnind Syssms should be di in a
owl hewn ,n W c ratohs doom owes am any me
bench bottom) Not mi)bead the coned, of the ground
Skills, Somali undmm dhow). Si a cm
alpvmg When p4mml dads, placd eand to Not
Shm col bimmd9ndutgn ppe
wnwurewa ed
rl any d..'Ndrs m dono,mm'sop, M
9 The Sol top dell be Paced Subs mat weln WN nut
pond EacNf01 Imull be semen or sodded ImmMntely
ad, mmsemnm dueeni
10 Ezbry EPS Ni art neede and hand film arvM
onches as may 6e rttesevy to mold bees, MuWers, or
m,un obMck
11 EP6 egmwee IS No, Man wall, weremre, d mym
be ¢¢Sall that naluml dryamy Iecn vmtl food to
cause EZPow aslomes to Abel M of gwnd wren
soary ¢,,z Few egredel hss shown. unknown
that Ma ca not a Problem Not systems hmB a minmum
cf 6' of sot code ac, commended q mwfietum,
...............
Page 9
Installation Instructions for
EZf1om Systems in Wisconsin
Woodson Department of commerce, safety and Suddris
fall w reaeaea the mew&aims, a m from; for An
product and daierm,nea n b W n mmpul w1h chawyes
Comm 0] through M Wrswren sell nine, and Cluplas
us and I W, µi mAn $IBW@a. M files mn;l nicer lFe
dr Bsbl c«dean=a Laalmnsa IS016M bslaaxs or notdm
ba aryukmrs.
M efprasl pardl der 1203H ICI 7 WMbs wM prose in
mdtthands n 5ar TO Imgros) W VMbfP (3-17 WMtr
Man pope in mob bundle In lbor 10' angdo.
A 9ngk rope bundle cmdaoe a for mcn pMmted tape ev-
rourtlN by EP3 ygregek and rs had together wM pat
Mltterttolling. A sage aggregate horde cantons aggrepme
only and k vela together vrM adlyelnyWe netting
Mnbdero and "apartment needed
Ull Author
• E2Aw GeuMtik Faun
Uflou Inamil Ppe Coupbrs
• Pipe to Header all MM
• Racknou4juavOor
MN n FebuNms
iM mswcibns fa Instal of Ezfw products are glum
btlw. Thrs pnbmt muss Is Adel accordance wtn slate
rules dollshoullersCommWthroughlerMiled-
nmisbabst Cork, eM Crossed 145" 1W.. saapnaM 3hb
wet, as "If or the local nmM dardho t§ Intent reason
maruL
1, After be trey health depsdment htl delermnM Final
mhglveMn. ud"for the EZMw Crystal All
r mass wb;apt be lostlm of trendes And lines. Ee
der to zi hwaht oak. Imai hope, header line or us
oWbm box eM trends Wtlwn door el nsdl-
1 s of rope au lea.
2 fhmwe all Ei Nlpp,ng Ergs pre, to pleung
trades in Ou trmN(o). Remore any pint IF Me
sass Moe storbi buneaed,
3 ohs pMuc1 must how gzloth (Mx 6W mks no,
Comments of s. Comm N M (6) (9), 1W Adm Code,
InstSled breNy, on told of be poducl and audae,rg
Caron sort be tided dit product too paintat furl
IrdMed from in, anon of andmi
4, MAIre ll dinaseM.IMtrmchshcuNbdugb
swNoo1ffi but turn, sectom.isorder Cathedral
coraPneuM mrotorasr
hecki Is rompleM.
AEZfloww
5. The PbaoryMn area An mormarry nor a gloms Cite Ad
be 6ma mmavnm aaNseagemon I met
the Pemreban kr Me Cite. a ceNb sttati k net, Me
Cliffs models along an M nsM m w,ttrc¢N, raurorg n a 40%
under amnrela.
e P1ae, EZPw WnKis) an use Unit Configne0c^ ab
prmred by system demon same spesmea for be ort
W ale rest told or rmler mail blades hardening rope
Car toned else to end Myth m mtrmel prod, sorption "
aMmqul aggregate any bundles that may be rmulmd,
smtl R 6MN aganzt 1M1e auk ryryeeorl Wm
dks Find der For repulse erry type of wnnecmn
9 no top M gam (CE0 cohmaer rumors a filler lash pre,
menufaatareambetwem the neron9and a99regate inn
fab2 or nsedM to Inner mu ,"Imam rod Mm sdeq
Ad make zure Me 9, GEO Id, pasi4i,mi upward ands
dStan worn gm face eantanm orthe Criticismttl
er betas bahkfiblag.
8 M Uous, Din Systems SUM 6e mb0.M m a
k+er "n6 In all Creditors bod, earns and Jung be
band MHan) ass Swutl foods, be cmlaur W the grwM
Fall elwabm (unnmm depth), win all Continuous
adlbnmg lo-fmt ryknd l Words paced ma b ma.
xtM denial Wndk d,Y.nwrm rope mrnanmedbl,
wabaul any aemJ, slepdmvns IF doer vaster stairs
9 The bi top stall be graded an& that water wll not
pre. Ediakfiu ;hound he soared o.w3lea immenal
onermadA,, b nature erman
10 EZmx EP3 Wndks ve but and mr Pt In anal
eetlxs ssmry be n«eassrylo am,e ireps. boWaers, n
don cbsiazks
11 EPS aggregae is lighter Mm "too therefore, it of
tr egxfel Hut aan.+el tUR«y fws world and to
cause EZAow assembles to soar W M ground wren
mMbg north; Fred esposome I drown, Iwrver,
bar but is not a probkm wren ryslems hand a nostrum
of6- M soil cant es rtaommenbM by manulecivaa.
1203HI
--- Garmrk
;; ema•dtrmu
m �
....................
pal
PAGE 6 OF 6
In -Ground Pressure Management Plan
11p45 ;
The owner of this mdrouna pressure system shall be responsible for Its forecast comment on and melmenance punusnl W
rpuimmenY of SPS 352-384, Was Minn CWe. Funded M SPS 333.52(2). Wlx. Admen. Cape, this system shall be
mrvNMMMhfriendvind aintaned Ina¢dWMNis p maregemml pm. Fvmdmne,
all m and maintenance a4viees Mall be prlortneC by a rplaMaMNSMemannin accordance MMPS
30]62(3),Wlx sell Cad,
Mexlmum DWw lArea Outagno LOU
Design Flow= 448Z god; BODe5220mi TSS5150mi FOG530 meC
inspection Checklist INSPECT EVERY 3 YEARS
type d use
age of system
medrnteam ire cape. use compswer etc.)
=malluncam it sr pumps, Verde. awl(cnes. fl .alai
• materiel te4aue 0 e., leeks, neaxa commum, Ns.)
• sands valued In anaemblc tru cat imids)and any diYnbutionappamorance(s) (1 e. NebRutlm I daps Wms)
o realm an nomination use (!e.. exceredng decal cspetlees. prohibited adhiM etc)
• used of pmdlrq in distilW4on all and 10 dump
o timing IrtlgWedtles it e. pump recytllng, nose SWdh SN ngs, oft)
!educe] compoments (le, string. mnNImmune.
neons, warms. Imme, amen, alarms, Ne )
u surface
ducluse d ldestdM Swsme ire (muxnlateal served Wle-Wmperebawgl gedhlXdrl
o xnew a�xnemedemuntdeewage mcx.,p imp eo-adyre sided
wlnwmnw ChecFllsl MAINTAIN EVERY 3 YEARS (or when necessary)
o Searle and doseal Shia be pumped by a redeem drugs wrvltlng ewelarlicmxd under S. 23148 Win
State. whenthevolumeofulWsIn MelenM(s)ox dsomIMM(113)Mal(auldvelumeWNa Wk(e)a
ea reared by locbi wamence DS dull d wdens dell W Weuant W NR 113. Wlm. in. CCM.
o EMuea flner(al shall samespectea many ywn ant shall be chosen when necessary to remove try
accumulated Miss assuming W manufacturers Marginalam. A mrdang permd Mil assays be greater Nan 12
months.
o DlstdWtian camels sM1ell be ousted onu every 3yeen wwhen newenry
System Membranes repots shag be submM d iother proper local government unit In accordance with
SPS 30.0 Was. Admen. Cede. Ripon any wmWwnt Man or Introdtcton to:
Named Individual or company. Schmitt& Sons Excavagng,lne Phalle. 715-760-0486
teal gwermex mat St. Croix County Community Devalolaement ppda. 715-760-0486
Lccstgwemmet unit address., 110 _Carmichael Road, Hudson, WI Zip, 54016
My defeane pan of this system wards Mnpder. awarded, re brmwM Wmmm as Sea Most (1), W Adirem
CNe. RepW or replacement of failed or menuncpweg umpanents shall comply with SPS SIN. Wes. Admen CMe
No product fa chemical or physical bpMmdm of the POINTS may be used unless approved by the department In
accordance WM SPS 354. Win. Admin Cock
Guadalcanal Plan
In Me event that any read treatment component of this POWiS spread be epslted, it shall be aslacea pursuant to
a plans inO to me radica ale agency for nWewanal apeaval. Aused! ingmund dispnY continuous may be
dominant and replaced by a code -complying damsel component In a prsdetlrmlwd area of su1dMe adds
System Abandonment
If use of this POWr31e department, it shell be abandoned In accordance Win SPS 333 33, bin Admen. Costa.
raise 15
i IT'D [i Y cTT'-1Maa — a99
%. a1 ,��ppIL ALUATWN REPORT rm)s
tYk 6 M C10220{,ym nmxnnamm e4�M->+u^coe. ��Zm P%• 1 a 9
` ( O scoram WTowl IM.
mnpss@Eem SI w0wrvnd
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GM Ia SWIM, NE1/4, 85. T]ON. R18W
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HOMEW000 IL I Sol
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4UJ X@e'Le'nMWYm am li Apow,Wm tom otow eOwWw"I'd wool lbvnn_ WD Co"'
L]aP+mm@m M PudbmS Dwab 20EMPLOYEES
1 ouNiuh NA
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IM 72M S. Nw RkWood. W W17 &221020 )1S)9 lM
lc
SOIL EVALUATION REPORT
EE Myani .o nr, rC: me]waM
pa
e 1 eE2b5
Pldp}T315d]YPS
doni awl III pi
wnnry
aann:rrw.na,wzrnnl Na,lra.re,. I.mndad ae Paid
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dead
prceM i 2ab u0swoundne ones na doodoneand a deal 1nureN
aIN
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and dedi dNadF'rta•mre.Magavx@ye Pos-wk di Via,
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14x80 OFFICE
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SITE LOCATION
DRAWWG INDEX
s
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IT
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d
SOIL ABSORPTION AREA SIZING CALCULATIONS:
Design Wastewater Flow = 418.5 GPD
Design Loading Rate of Soil = 0.4gpdM2
INFILTRATOR EZ Flow EISA: 5.00N'M
ABSORPTION
qq AREA REQUIRED:
41B.6gpd l SSgpd/W =1122 ft'
1122ft2 I SAWlift= 22511t of U Flow
PROPOSED ABSORPTION AREA:
• 21 10 foot EZ Flow sections
3 S foot F2 Flow Sections
• a of tranchn: 3 @ 7.5(10 foot EZ Flow sections)
• Trench width: 3 foot
Trench length: 76 feat
Pas?
SOIL ABSORPTION AREA SIZING CALCULATIONS:
Design Wastewater Flow = 416.5 GPD
• Design Loading Rate of Soil • D.ggpdMz
INFILTRATOR EZ Flow EISA: 6.00ft2llf
ABSORPTION AREA REQUIRED:
NS.Sppd 1 u:agpolN' =1122 ft2
1122ft215.00ftellft= 2261ft of U Flow
PROPOSED ABSORPTION AREA:
• 21 1D foot FZ Flow section
• 36 foot EZ Flow Section
0 of trenches: 3 @ 7.5(10 foot EZ Flow sections)
• Trench width: 3 foot
Trench length: 15 feet
Page 7
IN -GROUND DOSED -GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with EZlM3HP Bundles
aft Trench (down -stung credit)
iVPICPLINENCX
®
CNOSS SECTINI NEW
T
casE ,u
T55
y
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ma.n� ^m
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n•m.ay.a.u..vi
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Iw smbl
4-0
v
10
10i+mlµ,w
T,3.30n
INSTALL
PER TRENCH
EEo01]M &..!
W
o n®W mi. 350
X
imuiwmu rum�wu••+�aay.
.a
6.0.
EWWn - 375
V 11q+n M.nM M.11EE wmw
in Y PeasuerwnkYE O
.3
PRESSURE DISTRIBUTION NETWORK
1. Distribution pipe sizing
• Soil Absorption Area
Lateral per area:
3
• Let•ral spacing:
7.00'
• Lateral length:
76
Lateral size:
1 X"
• Orifice size:
3/16"
• Orifices par lateral:
13
• Lateral discharge ram:
].92 nom
Distribution network discharge rate:
23.T�
3 Intents x 12 orifcoulatenl x 0.66gallor@:e = 23.76 gpm
2. Manifold
• Location:
End
• Length
14_00'
• Diameter
2"
• Friction loss: T' x 1.271V10011 =
0.18 ft
3. Force main:
• Diameter:
2"
Length:
600OOft
e Flow ate:
23.T�pm
• Friction Toes: 600' x 1.271V100ft=
T.62 it
a. Total dynamic head:
• Minimum supply pressure:
3.25 ft
• Vertical lift:
600It
Friction lose (lorcemaln)
7.62 ft
• Friction lose(manifold)
El ft
Pressure Filter
0.50 ft
• Total dynamic head.
21.63 It
Pan 10
PRESSURE DISTRIBUTION NETWORK:
1. Dietribution pipe sizing
Soil Absorption Area
Lateral per area:
3
lateral spacing:
7.00'
• lateral length:
A
lateral size:
• Orifice size:
311,6"
• Orifices par lattral:
]p
Lateral discharge rah:
7.9_2 oom
• Distribution network discharge rate:
23.76 m
3 laterals x 12 orifcesllaarrel x 0.66gallorfics
- 23.76 gpm
Y>♦'. nr:
• Location:
End
• Length
14.00,
• Diameter
2"
• Friction loss: T' x 1.271ti10oft =
0.16 ft
3. Force main:
• Diameter:
2"
Length:
600.0 Oft
Flow hear:
23.76ap
FricOonloas:600'x1.27W100ft= 9.62ft
a. Total dynamic head:
• Minimum supply pressure:
3.25 It
Vertical lift:
6.00 ftN
• Friction loss (forcemain)
7.62 It
Friction loos (manifold)
0.15ft
• Prewure Filter
0.5D fj
• Total dynamic head:
21.03 It
Fame 10
DISTRIBUTION NETWORK SPECIFICATIONS
(No Scale)
L.IwaebM am6
Fiat Omu 2 ' ikhdi 40
3"40 PVC LaIeM O• 15
n (YOM) ,y=' Pvc rpm Mm
FLUSH
VALVE DETAIL
Am pass/I'W'ew°u�+
bal.naw+l
I Mi SmM)osvft�
In
—� Velw Mx
j
Cenlw dTnro]M Vv
(nsugeon odmnai)
7-
IwIMETefM1'9
IaPLondl
\
\\
Panel en.FpYniem /
LSI.,d LAPIthi )- 75 0
BeII VeM
lagmal
i ��
v
PumCe,d Cnrma p,(ema- 12
Y �� 1
Doom olscr,.,pe a.,e• .86 Ppm
Id•++Iw e)u,M
n IIrw m.m�ams
�' V
Pumm,d Lem,W= 3
al�,ao�mvdsom
P,an
x11i 5 ors
nvmv,
Asian"
Lalam Dwna,P. Pale= 792 Pw,�
�m•n
I, L. nor. 0m SPINN 00
l0
rypvl
Iman
TOTRL DACNMGE P/.TE= 2..76 OTe
IATEflFL INVHR ELEVRTpN•
O%.00 ft
3I18
(Ndml)
OBSERVATION PIPE DETAIL
(w Bmel
s Tiq.w
HP UP MCI
roves Dl.m
(aaa'rm 6 mwlml
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Iry ppeloYp W
awammewavm.
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IU 11 FYM aha
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END MANIFOLD
Z)j
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Check
applicade hrn
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Iw Dmm
Imo Has wlblxl
(Mamll
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MVu� I
SIN 1
CENTER MANIFOLD
H'Jd0
fine,vR wamwl
CONNECTION
SYSTEM PLOT PLAN
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTBICATION FORM
Wisconsin Central LTD
all Addrex 17641 S Ashland Avenue, Homewood, IL 60430
prePhi,y Add,y 1095 180th Ave.
rvmfiulbn /%ut Sam PWwre R]nmW Ceprnuux N, rcremlMim)
Oil New Richmond, WI Pawl Mmtiliaman Number 026-1016-60-000
e .Ag. ei�MGRHMM
P/halberIy "trial sw A NE ,A SPI: 5 T 3GNR iB,,Toxno! Richmond
subdirf.,on Plx.__. �i/_�aO�s�-�e�xQ>-�x�(XO, lulx
Warranty Dea x_ (bracex(Kl)vwlmle :1ba a —'
yuenumroye.Oln Ia limy ltlex, n.eltBnOlu
nryuapm me W mxntlmv of pw PP, 'therm, mitt mWl n iu penrI haurt la Melc vmu Prryc
mfperil .11 the eep,iaunkthery iprte pn m rrol if n¢car, by a liunN purtemr WM1el you raw lom
ILeeanem=.n.rmspu Meln,uf imlepRmuk Ini7hanrtmem.e lalne,..ertnim�lay.lml. n n.uaen..ee
vpovlenne.mnllanmm laps mtnlOand m fb.mer rs. If III t ow,y snluryomnm.�
The Swear" Ennl laa oI„, I. n.1f Pmemaea yOImmet m8 I. m1bil uau NM ei�ee by N,
moralby.m..eepW l�mmhmeyran nmmne.a<emnee plumb Or I a Imed wimps wnfpng Isar of menn.e,
welewbaigael.7tiem o mvmRenpmlme eniMinun,M. n, Iz1.1k, impn'nun.ne WlnpmR(if�amuryl, earl NIMIte kn
kn POP In Nil If liable,
beat, weumememehalt had meahn.e+a.neernle.nea®a,a nwmlrn III, w.rle+..8e mmaa ay tolhe
n.nRel au lMb. barn by he new I of Safely All PrvmlaerAc
m Ird Iart Nonurl Runum
SM WI¢meirt C'm,lnlmnNOnB IOaI Nu. Wllcnsem Ns 4en Im.mumMmmMIhrn l
h ea�leat rNrtnuml nlb Et Uma
barely PLImN89 211.11&DI viOin In dP he the l limeyear opirmbn date
Inrc m1ry N,tll• efT e,Obl Vx nJ.rtxeowmlpulOe
pmpmyhw heeOnve, Lymrvlue uGuwnenry eeN IemcNNOin Reµmlero[Ikadn 011lee
NumLe f,bfirci y
/ 3/C
S iATURE OF NT(S) DATEIE
.aaApYmkmYMn lbM lemmrynaarlN �mY muM1 in McwmwYRrNr Erne r^'ukenylO. vleauny a]mlRCepmmn ••.
lrtlu]e vaE IItappinaO,mnrtmMd'.remvY eaatl Oum Me ba®.lae of RNl oMtt all a espy If NO umned at mp if
rtrmmea„l he IN "mtdmn
IRLV,d/lil
Page 16
PAGE 6 OF 6
In -Ground Pressure Management Plan
IMPORTANT:
The owner of this ingmune pmssura system shall be myp urtan far its perpetual Coarubon and maintenance purwam to
requ cements 0 SPS M2.35e. Wisc Admin. Ccde. Parwant to Sul 383.52 (2), Wnc Admin CUe, has system shall be
considered a human hOYYh hazard 0 ton malmmned in accordance lath this approved mannemem plan. FYThMmre.pall inspeedM and ha irwerarca activi0as snYl M wormed by a nonstered POSTS mal"whear in BcmdamA xilM1 SPS
W3 52 (3), Wisc. Asymn Coster
Maximum Disoeraal Anna Ommdnn Uni
Design Flow• 448.5 Side: fiODs5220mill TS55150m9i 1`1013550ol
lionectlon Checklist INSPECT EVERY 3 YEARS
typem use
o no or system
nuisance homes 0 e Sows. nor mriplams, etc I
• me"non f mylul 0e., all waves, speeches, Ape6, etc 1
• malaria laligoa (i e, Ial b m. mnoam, etc)
relies voume in sruarbc nuEnan bnk(i) ape any eianWewr aryunerenu(el (i e. GaNWdan / drrq bupl
sooner OrImproper Scotsman
preo Eeagn apemtlas, pmhNted egrrryee, etc
d nM a sugnq m digripump CM Mw to barroo switch
dpung ornamentalcompoue pump re-cychrel
enchoa svAtmsemnes.al ti
elecNtel4mpoaMl lateral ti a, verina, canning oem ssues l t wnwla, awe warms me I
ai¢WWlint lateral a effluiceynecal I into lateral Gael pe6we-mmumto deal pegncatlMl
o surface discharge d effluent or ywege backup into gmqure Served
Wlntsnanu Checkllss MAINTAIN EVERY 3 YEARS (or won neusaaryl
c Sande. entl Eeu bnYlel eb'I bepmped dye uNfiM aeplage urvitir'a Cperata lwnsetl liNws 2e14SWle.
Slats when the volume of sollds In Me Ul Bawds MeiMal (113) Saw lauid volume of Me tat or
as required by local Normal Dapaml of cmteme shall be pursuant to NR 113 Wisc Admin Cocas
I Efivan flhW*) Shall he inspected very 3"an and Mail the cleared when neceeaery to 9nwe any
accumulated solids ami to manufacturer a yen0uconi. A serviorg MnW exit elwey Ce gruW IFw 12
months
DYmbuton wens shall b flushed Mu every 3 years Shall neusxry
System maintenance reports shall be ubmined to the proper teal pavemment unit in accaNma with
SP5383.55 Wise. Admin. Cods Wpodwycwnpmentfallunwmaftr onto:
Name of mdvwual or company Schmid B Sons Excavating, I nc Phone 715-760-0466
Local gwemmeotuwt. St Croix County Cammunily Devalopemenl phve 715-760-0486
Loco government unit amnia 1101 Carmichael Road, Hudson, Vol zip 54016
My delerever part of this system shall he reverse, replaced, or removed personal to SPS My 51(1), Wisc Arl
Code Repair w reyxgmMl dlvilM or meHUM Mnp cpmcorwms null xngywiN SPS 3St. Wlac. Admin. CaG
No po ii Iw Chemlral or lamelcal overshoe of the POINTS may W union unless approved by the department In
accordance wth SPS W. Wsc Admin Code
Contingency, PAN
In the event Nat any failed Vestment Component of" POINTS Cannot be repaired, it shall be replacc pure cot b
soansuMntledmtheappmvateagenryfwr andepgova AfmWingrwnddismuacw^Mnentmsyb
abandoned and replaced by a codecomp y nO diapnul component In a p'edebrmined area IN suitable eqN.
System Abandonment
If use of Me POWT3 is disturn ued, it shall be abandoned In ec¢rdence wipe SPS 353.33, Wisc Admin. Coble
Page 15
St Croix County, WI
Conducted far. Wisconsin Central Ltd
17641 Ashland Ave.
Legend
Homoxood, IL 60430
PIC: 026-1016-60-000
--
SW1/4 NE1/4 SS T30N R18W
Town of Somerset
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St Croix County, M
Concluded for Wisconsin Central Ltd
17641 Ashland Ave.
Legend
Homewood, IL 60430
PID 026-1016-60-000
SWIM NE1/4 S5 T30N R18W
Town of Somerset
Conducted b T�o��as•�J.//gh�ry-i'H
'�"'
9/22/2020 i
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.
BM 1 100 0' Top of 2" PVC Pipe
BM 2 94.63' Top of 4' Concrete culvert
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St Croix County, Wl
Legend
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