HomeMy WebLinkAbout030-2131-40-000PRIVATE SEWAGE SYSTEM
INSPECTION REPORT GENEMLINFORWMN (ATTACH TO PERT
$1 GOu
624817
M230M20,1094
WC Lantl Hokings LLC TOWN OPSAINT JOSEPH
1-40-000
auF..
H.pn.
TANK INFORMATION
ELEVATION DATA
TYPE
MANUFACTURER i
CAPACITY
STATION
88
HI
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ELEV.
SPON
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2
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TANK SETMCKINFORMATION
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ry
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PUMPTSIPHONINFORIMTION
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MMENSIGNS II
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COMMENTS' (inawe comd¢oepenae. Fereone pnnm, ml inapenion Pl a>.PvYI Z'P lmp�e'mCCm�n
ACAU01111 HERITAGE TRL 6.,y..-' _1�D y.��1 LV ✓spiLwo
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CONDRIONALAPPROVAL
PLAN APPROVAL EXPIRES 20n44TA
Pants :PWTS-0d2CM508{
RYAN GARY BEGHEL
ins RED WING MnvevoO55066
SITE:
WC Land Holdings - Lot 40 SeHlers Glen
III Hainal Tral Houhan. WI 54082
Senn Crax
Stint Joseph
FOR:
Othe Type Mound Component Manuel -Ver 20, SBD-1(V P
(N 01101, R 10112)
Object type Prc¢ure Transaction Component Manuel - Ver 20,
SDD-ICPd6- (NOI:01,R10/12)
/kano(im. 60111
Mu¢nancelinq d
The wbmirml dasenbad ebwe has been renewed fee emfmnmu and, applicable Ishssmvn Adminiarauve Codes
and Wtacenan5mmin newbmmalhub CONDITIONALLYAPPROVED Tara ryalem iswbe
inM and IrcntM m vmMnnrc wIF tM1n melmxl e!.pnrvM nlnna nnA wIM1 nnv rmmmnmr maninna)
rtasmcTeas tleFlnNmchepler 10101GOI, Wlssonsln Sumles,Istaponnble for wmpliume
with NI wide requirements
No pemn may engage in or work at plumbing in the state unless I¢mxtl to do w by the Department per a 145 06,
sum
TM fdlowng warrants shell be me during counterman or Imullauon and prim to conmemey or tau
This system is to be wnawClW and Iwted In a[mdame arm me pprewed pleas. and by 'Mound
Com iamm Pel No Pnvale Onue WaAnwaler Systems Version 20' SB0.1octal -%N 0110I)
ne prcwrt vmvmk is to be cmume tMm accordance with p olocamma SB0.10lOtr%N0 I Ad 1)'Prtianrt
Distribution Component Mermal fen France Once Wastewater Treatment Systems - Version 2 0' major the
zing metr dpublication-SSWMP Pubtiomnn 9 h Dntgn of Pressure Dnlnbuuon Newsi ties a I-SAa
(OIBp'
A copy of me Proposed plans, spxtfcaums and ims letter shall be Ni during mmtmtlim and upm m
mspecumby coma¢ed repessntairvesofine Department, which may madwielrcal lupmmrs AllpennlU
requved by me stone or the local mumopelny shell be dmrcd pnm to emmmw wt of
amncancm;mwlwnnnp<mnm
In panune tbus approval the Uvuum of Ind, ry Services reserves the next to tal.we changes or aeNuum should
wnboona anumaktntiiMm nerecwy fmcdecaar na AsprwesuLL 10113(2anaMnginmismim
sIW relie+e NedevgnaorlM repnnubn0r rw aevgning. serebuilding stucoi a¢mpotxnt.
Ingmras ca"camma rt.0 nerrtrynaaaee may beaulno me at -'.a IC pounennmba Laud ban, or"hc amress
on this Imerhend
The Wove left tlaressse shall provide a cW) ortlus later and the FOWfs manegmiut pean to theovaner aM any
Men vMam reywnvble for she mstallaum., agenucn or mumennoro Mthe MWTS.
Sncemly.
�Hfr,9dn�yn
ManMw Allen lavrn
(115)140 Spo..0 �,aw N....... m.auy sarvi.ea
(11 spaoa07
� L,
Conditionally
APPROVED
OEPT OF SAFETY AND PROFESSIONAL
Properly Owner
WC Lena Holdings- Lot 40 Seftlers Glen
_ _SERVICES
A '"'ERVICES
AadRss
111 Henlage Trail, Houllon, W154083
ORSte
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INDEX
Page-
2
Site Plan
SEE CORRESPONDENCE
Pose:
3
Management Man
pole.
4
Management Plan
Page:
5
System Design Summary
Page:
6
Mound Design Worksheet
Page
]
Mound Design Worksheet
Pose,
b
Mound Design Worksheet
Page.
9
Pressure Distribution Design
Page.
/0
Pressure Distribution Design
Page.
/1
Pump Design
Page.
12
Des: Tsrk
..o";bj\+COfjg°
Page
13
Tnnk snedf;<nrinns
"AN G.
RECHEL
Pow.
/4
Mound Material Estimates
' D-2263-7
= REDNNING
Page:
15
Soil Test
Page:
16
Soil Test
�fSIGNEQ"`O
Page:
/]
Soil Test
(omPlnunt Manua/e. Enn mm'.o y_.M fu nunr RA0113)
SAO 10706-P Pressure Distr suban IN 01/01, R M/ 12)
Date NW20M
°o�,na �� ADVANCED
u.pa>ry.�m=" Dt 7 ,w„ "01" Ssm a••a V ram•••
yr � � � � Jbvwu�bm�wmsm.ume
V✓ • l5 II 0
•M'tlibEe bubi>SR / V�
han syRm wmperelRs•• / �� \/
\sT W ISC J s.0 L
ss�WM1C
4 � SSA
�
97 cwP flow I IX
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amavf{RN
M
9 wvPrmn
n Muf9 I
m� v•mass
mmam
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ye ual�s�luayws•nex�.
I� by�y yarrzmm mmwvs�mrc•
ae�w� I� may,.a�zr
Ws�
W �kbty
[TO ES13vp.W] s®
Management Plan
iIII dibi imiMUm..,...,,aft ,4 r,,,.,..bm,weki im.., , ,,.
rbniel by MmearmrmkenWM G,dnvmYnr.,,V,meNMF,mw,ee M'b,nrvl bro rcm,m W" mav
or im,i y,m r., min , ,mow ro.., whw, F� ;mina .am ,
a Keep this Management Plan with your Septic System Owrar 5 Guide
a Keep copes of all pumgng records, maintenance activities and repair mvaces with this aowment
ll� Review this document win your maintenance prdessional at each visit, kill any changes in product use,
actrvrtre; or x2ter-use appliances
Management Frequency
My system rxMs
to be Necked
Dnle^e kmviree rrepvemy cheek ei
36
mi
many 36
months.
StIl b Glut sin eeewmevcl.ne
%
mme,
Design Panamanian
Number of Bedrooms
a
Septic. Tank Marutecrurer
"men
Dear Flea 1
_ _
aW
-
Se Uc T>M (C_PFdy
1101)
_r I keen..R9e I-, ntrj
ea
- _ _
Effluent Frlle Manufacturer
all l+k-tD
Shinall EIIN.ent Quality
final
8All
Glyn mryp, Dense laoDl
Mal
Pump Tank Manufacturer
pump Tank Cal ly
"amer
add
im s.ka_misaia rtssl fed met
FalbGr se, YOGI
Pump Manufacturer
_
ryrinYYlw
_]amps
Effluel Cuai
Transfer
B modembi
ameba Dfrvm oer.a reODl
lms
-
DiYaasai Co..Tyw
mWb
f n rtssl
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ReVMImmI Unit Description _
fU
FarvFYdsJY
FW, Oft, feaziIFWI ferps
al Ellluem PeI1rJe S¢a(in) 1M
RgWaM CMzk of, veer aw smyy xrvinmrM ssxr, SN
eeamam area Conrad wince proMe:f rssw5 arae
CwrtM w,mi arwruk 1pvol Prourdrys al
embu Ma. .emb5. .cnowmnY^s.m are,lnmc un
most ant
AYmu - CwrlM your since pmlesso:ul.1 eM ela^n
LMG,h:- tlxk b:WM EUYfup eM Men wlran
M,Mc � CMC4.c4baM5cnMrta4rd bueh rn YSysbm
ree imam 6morm,'f, mmmurn 5' RntgY
t ank x every JaW off ar a mmurn
r rMk NabMoulbl m try a(/epp'ith
sums am efteveral syclek I/epmrs; pf
sums ant eYnn rysrom lurnrmsle affiliates)
LlMgU 4MMs by ePoacked
owrY. counforynaxE Lmc m, r ano er'sLHs c alve
rate wmpretl to sym m caspn Am
JUWrcJ uav mn aru Iffil Ieu4.wWum or LLnk
and ki am Wed and kbrry/rePodFn ease an capped am matt
rS 011an GUWrapycy moves lµnmyrmr was Xr of m]mpenpM Issue; ant airy
Pia
MAINTENANCE INSTRUCTIONS
commitment tanks mizespersal MIS Srial apprcpl yeah
In"wions must vc ume a vwdd Inspec4m of tangs) to mmuly any mining or broken herMav,. identify any aecYa
Or asks ,Measure the volume of communist Mudge alp scum, and to crack for any backup or pending M meant Mtn$
gr surfas Access hall use]Far service and eakoometl snail Take sevi wamiarn upon completion of saves
$chess Any unsoundidatttwe mess gmmgs most To resha N normal
The aspxsal canal shall M visually Inpxtxl to check the aMuem Ibas m May association pipes and to ask for any
Mol MaPKnr m Ile Br and wrM1pt SalPof eMumtmMa9r«alMnW0 maY indicateaItilup MSeM tlW
Tool«ost my Menamelbyrhtarsgabi pMmvmd
Tanks must de p en 3 "omen stage xcumWtoy F ised blame
a in no o d run Wtime ha Ion autln fume, «Wwlwx Me
Mt Mars5%oftnu:ankui ua carom ui tiro uutix Ixrifin. in no Bali ruff doge arvi .scum aWumetmiq
pinta than 2E%M rla ranks liquie cepaary
inneMuxg fineae t baomskelasno$asarywinsureough ol> fiftarmenIMsnval MCe mmovN omens
«owxMa iam.dam ,main aamsm rm ram cut may almgn orrMa mtxdanng mnoaai hind Mltw In gWppM seen an
MMn.cir an imea WmIVIICnw,saladrm
Fndkmnent inne alarm is eavtlM COnnINOEIv ImMmlllMr mlH Mims row ilWur$sargetbM
mmml any, as mMr®Irlwand axyi®ov a iim¢m .node promx«®And, ary to va
maRfactwa I®mmaaanorrs
START-UP B OPERATION
ruction Mn W syaran op"on. sry Upump a peed pelnung p u="OhW
mamicels Mat may impNaInBhestmem access and,«demoetMdis al cells If nigh mncamrMlons are d&4M'J.
Mae the mM M of Me lank removed any a licensed same OrOSiOnel prior t0 on
System star -up shall non occur whine saes are frozen at the ndmi ve surface
Trend ackeser Planes, pump tanks may fill aMve nom,al high sate leads Tor nation Ntlmng Pumps l cdv is
restae0. the none Andayme, WIF cedourar¢tlmIhe dispersal cellm ore large ease mtaroaly event in
ovaomman that falls It may also result in backup n solace maMarge M emuait To awond ails stwomit a highly
Molmd$d A have me newly of the home tank removed by a licensed septic «otesstonal or have a a
oaivMal manually tlb$ the system to velum the pump tank to normal operating larch poor to ownenrp p
Do me brva fir dark value« over any smile system components Do not dnvaapairs eveor mnwanse Mature or mnPutl
Me area syman 15 final eOwndOpem any mound or at grade system or meariaary Made system site
CONTINGENCYPI-AN
lftheseptictxYt«any mmpovits. eaumad metal mmmporeM shall aimmmialdy,spar «
instead acmest to Ice agorae system call speefialiMs
If a Wsrg tank pump pump connote alarm ine hxdmes detective they shadoeim l medm« atdy modr
Musical All compdnenls of the same or equal performance
Ifthy, $011 hMMenh Gamal falls to accept wasb.Me on enter wasteverer to the ground surface, it"ISky
repapR or raayeed by.T Moire Seems area le toe leakage occunal, rebulding me mmponem at the 5wu System
into. Or removing and mpeanna 1,10109¢anY armed absorption and dispersal meela and assoPMed piping
ABANDONMENT
If Me c System Fails g
Maisa v seTce. System Shall aco ing to
Wain. tmgwa sTtase,9
. At Meng ro tanks shall to duodenal itl mainland pF9 cgex s$Ma
.The witens of all tanks shall as removal arel aiao of by a nal$Moo p'Nasdrel
- Teals Shall bet "I a hued, «removed
A added cyal amandonnecrt rid:Mmedn soul: be:upmmoe to me appeapnale nodal governments: unit
WARNINGII
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT
OXYGEN DONOT ENIFRA$EPIIC TANK, PUMPTANK OROTNFA TAEATMENTCOMPONENTUNOFRANY
CIRCUMSTANCES. DEATH MAY RESULT RESCUE OF A PERSON FROM TIE INTERIOR OF A TANK MAY BE
ry FPWT It IT Dan 1MM&V M F ALaeYP fri1RN1 T e IIf.FMCEO GFPTIC pR(IR.cVnuel RFFnRF Mtif: ANY
NGRK.
System Design Summary
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ILII
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.en..n[.e�q,au WaaFl t - n •••••nTAN,
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Fl abnnnUntN AAnn.I Pert ^
In
y rxrmun CmtAnIINst4 t SOL I mAn.d.for rmomP the nNfI me
W SY.w.On niLAaz.yn
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m ¢ALLAN �eAeer.wm.m unit -mnFle a.:OU.MI. inmgn In IIIKI M I a M.vu
ALL
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rtueat-.Y. _. iP. xi 3pvIwLe,wy:'gvu
e"I ANN yt¢NIVIC mMmOWCNI-uqn m. x evn In NIL nw Pinrz.0 nwam v e.H. 1AMMW
M M X 8 A pn rmmr
x GPFltaNN ALI I, uniLn mVM1 im mRa-WeWIM1' LnN
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Mound Design Worksheet
STSTfMTIZING. Parcel ID OX 2131.0.=
Design Rtiw NO W
Sml Lo N Rare: 0 tl GPOlfe -
O ihW Llmfdgg ndlnon. 11 R � v
4centLCM slap= a _
Xsgn M VIa LOadIM RNe: 1.0 GPD/fe
DISPERSK MEDIA SIZING
Ms l&E Men Ua 61- Design Flmvr Dengn NMa l chn Rate
eW GPU ♦ 10 Wife = d00 tt'
If a lager Mspnsat media nee is deslrM, enter me flr
A YLLct DisFersal W WidN (A)� 100 It Cme"neemryee
Lirear LOading Rate -&d Widt % Design Silesia lmdng Rate
10 D X 1.0 GPD/Ite - TO gal/It Cmvemra raves
S. Inman gspnsal &d Lerip () - Dlsperul W Area . BM WIdN
fN fe _ 100 ft - 10.0 Il
DISTRIBUTION MEDIA ROCK
R¢RN a CepN&lmv UfWdNan PiM
0.50 N 6m.enen a"r dm Wooer ppl
DISTDIWTION NEDW APPROVED TREATMENT PRODI S CNANBFRS AHD EZFLOW
L Select Gip tM &
11 Enter D¢ Carnpment LengN: It WIdlh ft 0. ft
IN NunM&tanpaents Pin pox= Bn1 L"M-CwnpmentL (ROvd w)
it + ft companmts perrw
e ecwali to -smn ii%(nnlpmt LngM
pert % It = ft
a Ni 0l Rows=&d W ift r �t MYdM
ks It- mmf wain"this een 0
N TWI Hm1w NCwnp'eenh=lanpwants PerR %romper&Revs
omyrents
0
F1110.pM BNav Upily<Edge l01 • 11ret. 0epM U Linitllg C Mkxri 16Ain 1
)O It - 3.3 h • 0.5 h Drop Sarni Litt kptbWl
in
E.
FIII OepU Below D.MzNcpe Ecip (E)' IBeE MM X taM Lope a IM) --W
100 ft X If a IM• 6.00 In • 60 In
F
Distribution Cell Depbi (F) - 8' • ficri pipe size of NSNLuvan lateral Ilz'ryrgpw•epmuenl
BN 1 25 in 9.25 In pominamrcsmplm�Nun b�en6dsep
G.
Coon Natural DepN at Celt EEges(Gp 6.00 in ze'wnl
N
Curer WUrfal gt6 at Cell CenUr(M): 12N in .n Mini
I.
DownslopeWWO(1)•(E•F.G)x(lv1ID^Ul gratllm[I x D.znini Correction Fxm
3m K At - 5 R ft 0r ID
It
J.
upYgeM i(J)-(D•F.L)x(IMzanul gr TmD x ulssloR Conectlon Factor
In It x 300 It x IOD ft 531 ft
Oawirslupe Correction Factp: 1 OD
III Conxtion FwWr 1.DO
Endst eflofta al Gra6lent 30O (wu+ifr z ow wO)
R.
EMslope WiEN A) • I(D • E) t 2) . F. X x EndOope Xmzonul GraMent
12.00 n=2• 98 121E • 12x 30 k
60
L
Mud tmgUlL1- EMLrpe Berm WiEU • Bed LeNdi • EroWW 0i AIM
6.9 ft • w0 h 60 It - "A It
W.
Mvtl MM (W) • Lbvnul4e Ytm WIdN. Herl MM .IIp9We Ei iii
100 ft 100 It 5.3 R - 25.3 tt
VMXcatlon of Minlnum Wqulred Basal Arse
"$ovim Ssuni=B x I A•II MINIMUM- Itz (Apo •eeo•romiy Ri
L X I It • ft). It'
IeWi LUs=BXW WNihi 1500 III ps.. W.talq Ywl
600 It x 253 h . 1519 Ij
MOUND DIMEHSIOHS
r /
oom wo.+
c-
Ai N
W 0 O
C^ "1
I
L J
L
A 100 R 1 93 in 3 5.3 It
B 600 It 0 60 in X 6.6 k
D 60 in H 130 in L 73.6 tt
E 6.0 In 1 100 it W E5.1 1t
.%pH 11/IOMM91 6.0 It AEsapllm WiEM (A•I) 30.0 ft
WSTRAB(ITF NARG CW0 ZCTION
% /
},'At xfi 9Af y�Pn
� ziIl
ot
t. racn TO nr NGSASID
ORSERVATIOHWVEOETALL
ninmbwa ` ..way.w
TWl,Pp
.w..n.,IlwO. a
aouc+...wn
f Ioa
Pressure Distribution Design
wInkith 10 it Mnxae Cmk[tM pN MlmNonllreSRkY 3.0
Mmimam Mumeer a wterm In gtn,/mv-nikeme padwum.♦I. 31. 11 xY It mnn MIAMI In
11to -4g♦31.1• 3 1 mMIA 3 Wells
4slperYWhEI✓IeprLS lrwwAl Werab Gawrmeinf M.ae.nns.nn
Min. aMerid Spacing 35 it 0nlynr lehra 5ytlnp lwomm It
Mln Manxad Motion 7.0 It LLrlgn Wntldd OYneYr newt'1114 M
Y4cted 00hz gemeYr SMI 3116 in folimrs ae a.1/mm nu Aryl
UMMA lery0.- uwdk W lenM 3Stan) •YaStan
W 31t I Sao it
Pxkes Per MIAra. 1-aM A bnpli, plelamd cri sm li p.1 to 5 Mir A,w fawn mmila6l
SO It • 3 A S!"i
fln 5OnlYa Spetlnp• NRrL 4ryp ♦ YP11km Per Iawit
y.0 It ♦ 30 39 it puuolsie Fd mM�Anl
Tool Numhra 0mias. MumM In Gilkn par N4va n miner of laRMs y
A OMIm Porleonl N 3 IabIW NO TInMiOMkn
Reunnryrrinl Mlb Nin Me li e 11It' pnatlllre. runt a¢eN 13 /t
Orli Dori. Bed AM, I Total Number If Mlkn Dar not gpY to It GIAn3
AGO 11 w off 100 f£/mxke
lebnl gamebl lYeTede 611114
In
♦unlnum Nerape HI
35
it
Will DlseM1aM RIM
0.66
GPM per QlWe Mildm ran 4)
_ n
PA
Inn
.n
PoP9
Pressure Distribution Design
UW81 MXhWr Rate 14PM1- Makes R, LaWrel a OrNlre Dlu lrp Ran
unaod.f wMlkea Pe,IMei e^ieofb� 066 4PM me (Ware . 13 1 GPM Per lafna
9/f¢ fbw nab - tout xumna, ul Orifices x Wic, Dlml,ne Pate
k- pMpe.!w,w.an GPM
N,Whmat" Piping tNW vaume Per rmt lT.w n 0.064 caba,nt
vdameel arv1NMn Nita; •Vaal mis x Inb'elt x lgau vdume Per ron of PIpnW
saa n x oosP pm 1111 _calves
Mmxa.m Otti erea vmuee-vnaae f Dnlneatwa PWM x s
Ml w, x 5 ss g wive
PRESSURE DISTRIBUTION UTER LAYOUT
P 58.0 k x 2.9 It 5 35 R
P/3 1t F%[ }t Y 1/16 In
MPPWMO LttgN ) a rt IMni/aa 0ianreW 1 114 In
Ua tPanetn 11/d 1
•�4
1,
at g.
Pep 14
Pump Selection
GIN, rro-n11;"«
.wl. „U,O s a,.
,comxr
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.
zq
FOIUW
m�.�.mt wa. a ma
�IWMI
....�
40.0 GOM k
153 mH
Pm.P. ()f,«,., «WrmEPo. wmP«,aiuPm.2 K41
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TANK SPECIFICATIONS
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550 0N
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ST. CROIX f\IIIMY
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ADVANCED
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