HomeMy WebLinkAbout028-1045-60-100 (2)
A~rsc I'd Bep;inc. f", of
mnw:o_~ PRIVATE SEWAGE SYSTEM L'r•r`y St. CrDiX
Sa'et, I'd oilr inG aC•,
INSPECTION REPORT Sa 4arj P,mi: No
GENERAL INFORMATION fATTACI I TO PERMI-i 605091
Per oral '19r-1h. iU[;'Y;itle =r/her.cf-n' .vno^U^lUUnr...`~rv:at _r,t;1',:mt 3117861
Per t I Ider't. N.?m- C Iy V Rage Tavn;r iF PBKkI 1:r., No.
Kyler Strobel TOWN OF RUSH RIVER 028-1045-60-100
CSf BDA B.r nsp g!f &es Ei,1 (!ee.cr Shur
Voctorr1cuen+Rarge.'rolau Np
36.28.17.283A-10
TANK INFORMATION ELEVATION DATA
TYPE a1ANUrAC IURER CAPACI IY STATION BS HI FS ELEV.
Sept c I
~-oBenchmark
o>~ D~ jfC!(T Alt RM
L)w
ql
Ac•at on
Bldg sev,"
SUHt lglet
TANK SETBACK INFORMATION SllHtQ1k,
IANK TO
Pit VVFl_L BI ''+nro to Air lnta.:e ROAD Ot Inle;
Sepir: -
3 I ~1.0-M Dt Bottom OD
Dosing I
HcaderR.4an.
Aeration Dst Pipe •
~q 5 •33
Holding Bet System
PUMPISIPHON INFORMATION F ral G•ade
5.S
I PAanufaclurer Demand St Ca:er ~
Or GPM t
Model Nowb r Y J r
N, L/ TDH 1 ,41 F is ^ oss System Heat I UH Ft
Ira
Frx•mac? Le, r1i
SOIL ABSORPTION SYSTEM
BE H u`: A'h t I r•r'I , N:: O` Tre nchi-5 PIT DIMENSIONS Vir CI pits L•s 7e 1 _r Ljp.~rtl :?e;~tl?
DIMENSIONS (Of
SETBACK SYS IFta1 TO P:l BLDG b4rCLL LAKC•'STHFAP.1 LEACHING rataniAa cr.' t ~A
INFORMATION FZ r _
'vpc O` Svs'r^ ~l ~ I CHA UNITR OR l.1.xel Mwr per
DISTRIBUTION SYSTEM
Hea!1e ^!,'nI ~bj Ois;hbutin"
1 N Pioo:el ( l r N.. c Site x IInIu 5P ai - n9 Vent to A' In1akR
engm f, a Le.•g•n nra ~Z Samciro J . ~i a .Y~1 A L(.ul•')
SOIL COVER X Pressure Systems Only xx Mound Or At-Grade Systems Only
CeFtr r)", UCU0. c", I i
hr3 r,.c...,h Ci, nt-r t L',.l x.+. SCCCeciSoc ded nr. rv7 r. rhe7
Ben+Tre uh e7ges jpsc'
YCS No ~.-YtS--. Np
i
COMMENTS: flnciude codedisc•eperces pe•scos:aesent.elCir Inspefton of Inspector P2
Location: 2001 (;TY W) YY
I. i A.1 BA4 Oesc'iotion - -r-Ow c-_,-e4 tc^,.~ (i f-~ 01l
2 i Bldg sewer length - 31t t l~ V
-amount cf cover-
1/1 7u
A
Plan side R adiu Ye; N::
Use olTether r side for for atliUCnal infennabon.
5gp y p, ?ale msOUetors Signature Y! - C_rt Ne
• _ _ _ SlIrU -~clfr-~?o3
a Safely and Buildings Division
Sp 201 W Washington. Ave P 0 Box 7162 I Sannan PCtmn Number po be tilled Ir. ha t
s l Jl 2 5 2018 Madison. WI 53707-7162
6:5 nel
r~ r 1 I `'C Sure Iranwcuon Number
i }erm t Applicafion 3U7~v6
.i - dana tl vI 3k I t At., A m t' dC suf , i hl t, rn to the appr prate go'ernmental amt
tared Ill i .eRnnl, a .J, ten :><I Itl A +tC Ap I r :•n 10•ms loI a...a , {a^ed 11 1N'1'S ale submnled In Probed Addre-nfditlerent than mailing addrmtr)
J, p;: r,vn• t ..t a.. d'd Pn,ic.:em:a ?cn iCS PCnana. mluar. Ir.ni sw ;Ilk IJC mJ1 he used for accord'
'•r•a tin ..nh the l'naaaa la Ii i,Jt: nl. S;d~ /1~,,~1 y QQ II11
I \ llihcaluw I11 rmati Meow Print \11 Information •aWl GAY / Y 1~ \"x, Vvl; 5,xu21
p n) (t,n N. Parcel k
CIA - *1 F) 6C
''nm n Oasnrr's Ni;ulmg AJJress Pro
pene Lexanon
C4- 60%1 Lot
'.SimC ZtpCodc Phone Number ^~'~W sybr Section 36
1, 711 6X k~ Jj5tf (j -15207-3-3,z0 npp t.trcteone~~l1~~-
-11. I) pc RuilJink Icheek all that apply) Lm a 'I9 N, R 17 _ F orgy/
I a-mt: 1)"Climg Nun,ne, nt Hcdn,om- Subdivision Name
L) Block a
Puhbc'C'ommcrnal - Describe 1'sc _
~w e Jug Ft C1 City of
e ❑ Village of
>oae Oencd-r rile t'uc vs' CS\1 Number
Tae Q /l -
_ S ~ / ✓ ~a/ C~a~ ~ FJC~ 3 ~ ~fo,an al' M1s~~\\~ J'(e~ -
If. type tit: (Check onh one box on line complete line R if applicable) T! bY1
Nav Svslcm ❑ Rcplu;emmi Nvstc•tr. ❑ licalmem HoW,nC lank Repiaeement OnN ❑ Other Modification I,, I:vwng S\n
R• ❑ Permit Remodf ❑ Permit Revtston ❑ Chance of Plumber ❑ Permit Transfer to Noe List Ill"wia Permit Number and Date 1,,wJ
Rcl'orc 1:\ptraron f)nncr
1\'. T\pe of YO\\'TS ti%%tem/Conmaonent/Des ice. Check all that a I 1
LA 65
I
❑ Nondkeasun,CC In-Grom,.1 ❑ Plesunred ImCBound ❑ At UaJ Uuund _ 31 in of suitable wit \lourxl ?J to o(sunabic wJ
❑ Iloldirg lank ❑ t )!he, Unpor.:d l omts,nrni Ic\plau,l retrea i vice Ic\piuu\I
V. Dispenalfl on _ cat \rea Information: / f1 4-1
Design Flma' (91"11
De. r, go,l dp; Ilea m e(g Il [Aspen I Area Reywred Dirpersal Atoka Propos ~s T Nrstcm FleuauOn
Eva ~~I 3 . %g
I. T-ark Info (.apuat. m Total x of MtanuLwnncr
Ga
Gallons llons Coin c c _
N<w 'rank.a L\rmng T..Ls L `y 2
' arm a ^ i G :n i. ~ -
Septic or Holduig Tank L ~f eO zoo t y
1
D<ning Chamber
v(L 1. wilXf~ _
\11. Reepmaihilily 5tatenten 1-_1. the undrrsixnrd._aaumr re\ponsibilih fur iustallatinn of the 1'0\x'78 shown on the attached plans.
Plumber's N:mw (14mr Phn q~:wtum NIP Number Ruvmess Phnrse Number ,
Par-St~,~ ~1 1 2-3G3 z3 ~3~~y
Pl...... p S"uc. Zip( -Met - r7, y
77 5 h I
\ III Count\/Department l \ef)nls
\n T Pmnn feat Date -Heil hwmg _rnt Sigwlure
IV ( unlit l 2raaon, for Disapprnral
~,lk,.AI~k11tAw*;f 3 rA-+ 'I e
iiM
►lrlr call twat all (tl.Yt~#d4 fllv0.~
as pair w.ayarnen' plat p-':,,'..1 tiv >Itarnbef. /
2. Al tti-8 roqueakrxrws mina L~ r. i.ra:rA7
,oath m mmplvn ylan. for the patem and subn w the l Dunn onl) tin Pape .114.9 P(. 11 'itches in slat
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OP✓ISI(',N OF INDUSTRY SLRVICLS
Conditionally 2331 SAN LUIS PL 57E 150
_ . p APPROVED GRLLNBAY%N-1 54301-5211
` S - DEPT. OF SAFETY AND PROFESSIONAL Luntau: theca:gh Relay
ps SERVICES http;c:fsls vn gns;pro9r,,m s:iidustri-;ervieCs
DIVISION OF INDUSTRY SERVICES Awty wiI vrsrryuv
r ^l"" I~ ~p Scott Walker. Governor
w T/aq &e4f Laura Gutierrez, Secretary
July I0- '1115 SEE CORRESPONDENCE
( I'tiT ID No. 1;"INl.' .ITT\. PO II' T3' hr,jw:-tor
RN \N GARY fi I-CIII:I ZOMMI ()hlICF
AU\'a\('I(I) 1NVIRONNIFN I\1 I.I C Sl CROI\ COL\'FY \PIA
ttl ('.\\NO\ \-IfAv OR 1101 ('ARMR HALL. It])
RI 1) %,'IAG AIA i;w,i, HUDSON WI ;2(116 ?AIK
COWITIOA.A1..V'PROA':AI_
PLAN-AI'PRO ALf:AVIRFS: I7".+113 211211 Idt:wilication Numbers
Transaction IU \o. 1117861
sl FE: Site ID Nn. X;0122
Please refer eo both identification mother,:
above. in all ratres xnufcnce w nh the a~'encv.
hvler Strobel L _ -
'tilil (rA' H,sv Y,.
Town of Ru.h Rtvcr. 5,100'
SI (`.uiv County
MR:
Description. ilounrl Sr>trnr Krdrounrs -.\i•n• Cone7artinnl
Ohlcc't lV•pc: PUAVl ti Lan.ponrnl ~Ltnuol 12: r.I::nrJ Ublcrl ID Nu._ I ~';Utt;U
\I:umurancr Iellolrcd; 6110 GPU Film rate- 26 in Suit mininuum rlenth to limilina fra•tnr front oriniml r rad
iyslcmisl: Noun.l (_A,: u:nntrur Al an ual - A el ?.(i. SHI)-:111,`)1 P IN.01 01, It. 10 1 Ptrssr. Dscttrnion ( mnp,vtCnt
\ xwal - Ver- 2.11, SM-10?111,41 IA.al 0- R. It). i.'.), I.:'llu:alt falter
The submittal tle,crih:d ahoce has h:, n ies cawed tiff eon'urntance with applicable N':saonsin Adntinistr,ai„ l l ,frs
and \\i.ronsin slamlcs. Ili.: ,ub-nia:d has been CONDI I ION;\LLY APPROVED. Thi, sv,r, m 1, it, h:
constrlle:Cd and localed it) ❑eeord.:nee w 1,h :hc enclosed appnn ::d plan. urn: with am cuntponem manuali,l
10, ien wr:i above. The ow net. IN detiued in chapter 1111.111110)- iscon,ut Statutes. is responsible for <onr,,h.mCr
t. uh Al code rcyurremenis
\o ,person maN ru agc in or work at plumbing Ill lha stare unlta, liccil"d I.. do .o by the Dep.1mment per I T~.III•,
a,t,
I he 6dlnwinc o:lduion, IIIJI he Furl during con aruction or inntallanon and prior to occupancy or u,e:
• Proscrse dispersal area pri"r mul during construction :o avoid disturbance, compaction and use w III" it,-
.
• ilh new construction: it I, ra:onvnende,i not to aCliv:dr the pump in the dose tank until the tank, :1,r
pu:raped prior n. wntekm ner occupaiwx
aslcwatcr ge•neraled from contractors c ranm;; ofe,:ulpmem and lools and or left oaei ("nNrU.hun
pmducl, hull not he dish:n~cd Into the drains disehargimt it, Yoe nris[nc on,tac wastewater trcalmen: ,t aco:
1 P( M S). l\ ant,: e; nrr..aCd th:d1 he propel IN dlsposed of on -site or ol[ silo.
• \nv tall grasses, Icaves and shrubs h:Ill be cut short and ront"scd ptim t" ullin4 the surface fur in,ralla:ian
I" pwNen1 ntuttinl, under the dispersal area. All !nose organic nlalcrml to b: remoscd Lom mound are,i.
• Divert surface waler 1ro:it T(M I 1~ \rea- -
• Priur to construction of the disnersal area, check the muislure content of dtc oil to o depth of 5 ink-11c,
♦t.r a:r. a:td cmllpavling orvwt,oil Ill trsull Ir ledtmllil lice alfilh1atlon cal,acity the Xil Pl"per 51111
u ,.i<ul: ' Content ; an I.s ii r: rnvnal L. 1,,l cr_ a soil ,ample hc'e: cc:) -he hard, 11 ll lull, 1111" a I -1- itteh %earc,
d r site is tau tvcl I„ I( it CI sit, plclrttatwn c,w pro.ccd. If the s11c i, tau -.,r-. l" :11CIMIC, 111' T!1'1
pn.;,,d wi61 it drl;,-
H1:AAGiRS ntt 131-. I'a[c' 'nl`
• \II piping shall :+n lbrm to SPS Faille IN4.311 ± and SPS Tahl: is l n-c
• Insulate huiIdill g Nv\eer hevon<I 3U feel per SI'S s:`.SII I I n, i
• \\'cll scWacks to meet chs. Ns R x l 1 e\ s C
• lank Installation u, lollm% aG m:uu:f:!; tutcA vmnsndauots.
SPS 383.54(l )(r) I he manngcm.,vt Plan tort a PU\\'I S .11:111 ,pceilicalh addle„ l:1I:: ,en ICA, mc.h,mic, "fall
a.a ubic In atmerohic trcal:nent unk of a holy inlt tank whore either of the lollomin conditiors ;,\ist'.
1. 1 h: t,owml of the rack 1, located more than 15 feel be hm the elec Lion where ;he servicing pad is located.
Th: I,Ptt0111 of ISe eo!k i, Incased more than I III fro horiinrta!1, limit where Ihm sell icon.' pad is locat:.L
• \ cril\ properh' linc(s) 1,11,11 0. n!ga11k:lo:I
• Punm hlo• l% In he Net and ceriGed ver apurnsed plan. \m changes mac result in pump resieing to meet
IUII and GP\I Specifications.
Vr'ra, that a,e ocrupietl tc:j'.t , . It.r t>. []CC I -I' <tu'nf`and ai~u d: r+rC1JC1C .111 :lman:nl 11. 11'11
aAai l alb I: I:,: pI fI 11 'n.rill f t t uthrr -ltd t. a ~i :.b ,,r tlu rv,i Ill l'lI dthc cmund II J I I h. cut ,I,.
dI Crnalhl .art A .a _r Ill= ❑rc I II I ire ar., r.litir. ,r.: rn. .:.unr I.: h- I
, .ittiricnt inliltnitr.. :n r,I
Owner Responsibilities
• I he currcm ,\svcr I id r.,rh su:~znplcnt o.ea; r. >hall r:::!. a r"P., oI11 11 1, 1.1 Ir" ludnr-, :naree'.:ons 1c1at hlc
pwpcr use and maint.r.ctce of the ,y,tCm. Omncrs shall re.civc a sops of the appropriltc opsltthro and
1Minienance manual and m owner, manual for the POW 1'S de,crdwd ill llu, epproc.d SPS 383.53(1).
Ir the o, ecI :h:, wa <.hwrPtion 11" rl ,I .:IT of i:, r,rg,uncnt parts III:dfulwiiun,,;,:n n.:a e:n: :I :ICalth
hantrJ. Ihr pI.,pen ,\\rc: I I,t ti II ~d '.h: e, )I rU lr-~:ur\ n1:ut I. dr,enhrd ri the :tp,r, LILi
V -_1,j nl 'hc ai I ".;d pl:cn, :pr, !tic:eTwit, :led ill!; Lucr,hall be on-siue J.;ri.lc n,:ractiun :Ind open to
i'1 eon b~ .1.1111,n iI !C~)I C,Cn tl t iv orlhc Pepa rl lnem. which may inchtdc I,lcuI n- ,pcccn, -A11 pcnnrn
tc: p!ited by tl:e,tatc or the lo;;.a onmi.ipaliry shall be obtained prior to e:ow:ncaccmcnl of
conslntctiomin,ta I:auol:lopentlioll
In gMill6, this appro\,d the IAv i,!"n of Hr u,trv Services reserws die right to require chmi cs or additions Should
:"ndttion' 1111,,. ntakln~ diem nc.es.ary 1irr code c"mphanc.:.:1, Per stale star, 1111.1'1-' 1. nollm:g in till, le\icss
,hall relieve the desi_nr:- of lbw lespolKihilit\. Ale designing a sale budding. pucture. or component.
Imp:v re, concernin this correspondence nrlc he race to me it the telephone number listed below. or at the address
ra: Ibis Irurnc~ad.
I he abocc Icf: addres,ee shall pros id,: a copy of This Idler and the POW IS rlanagcmenl plan to the owner and an\
others who arc responathle fun the installation, oper,mor or nauntetrarty ol'the P0\\ I R.
Silt.crck, Frc R.:el'.lircd S 250.1)0
-I'lu, Armmll \Y ill Rc Ineoiccd.
/ > When You Regrow That Invoice.
I'laasr In:aade a Cop\ Willi Your
I ill) Vander [.cc,( Pavirmit Submittal.
Pri\-ale Se\N,t;_¢ Plan Res tcwel . U!\ isi"n of lnduarv isle rev WiSMART code: 7633
I,(v)S)S16-6ft3. Mon Fri. wIll) , m. - t, ill p ill
11111 \endcrlcc,t. ; U!
cc:fd\NITT ~\f:rylot.\\a>t:aat:r Spr.isli,l,1?iii r, U-i}l1,\],,:I III. IrlA N1, 3:301'.t`1
.
74 ADVANCED
E N V I R O N M E N T A L
Property Owner- Kyler Strobel Phone: 507-207-3320 Date 0611118
Site Address. 2001 CTY RD YY Baldwin. UNl 54002
INDEX
Page: 2 Site Plan
Page: 3 Management Plan
pally
Page: 4 Management Plan APPROVED
Page: 5 System Design Summary DEPT. OF SAFETY AND PROFESSIONAL
SERVICES
Page: 6 Mound Design Worksheet DIVISION OF INDUSTRY SERVICES
Page: 7 Mound Design Worksheet Zw Va~ &me
Page: 8 Mound Design Worksheet
Page: 9 Pressure Distribution Design SEE CORRESPONDENCE
Page: 10 Pressure Distribution Design
Page: 11 Pump Design uunurlrr
Page: 12 Dose Tank o`O\1~\SC0/yS~N,'
Page: 13 Tank Specifications RYAN G.
BECHEL
Page: 14 Mound Material Estimates = D-2263-7
RED WING
Page: 15 MN c
Page: 16
Page: 17 es I G N~
Component Manuals: SBD- 10691-P Mound (N.01/01: R. 10/ 17)
5BD-10706 P Pressure Distribution (N.01101: R.70 12)
Client Signature: Date:
"I. fhc above sinned. UrknowledQr if o nyresnrnxibibly:o prnPerty operate and mninfom (nc sewage enfine,r; iv~f ern ;:::orci,e ra fr,r_
yescribed Monagewc,i! Plan ron[orncd be.ein, 1 Uyree fo now only 4uci7!ied and nccaseti prc7exsinndii [o per fart,; :he ir:rnYfied
'i°.nfesiiona! Minagemenr' Wu k, rut, pe"110 , i reroanbe ;h~s uorevrenr q)e5 at pe` "n( pye syvrm, ep;; is rs ¢y
reimniioaify to ensure (h* reparf s r7;)i;!FU n1yr,pe• >e. miCi~q a, rosy Jo•'npp o'2 and rmul,:.e',J any leceisar",:er mots
pr,x fa rommcnany system c1n5vucfic.1
Designer Signature: / 0 45Qcjia-z Date: 6111.18
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Management Plan
P & nranaqu re•Ir ,7..^ Jcrrdlies OOCratan and r, u. rr e, C"; c.,. r.[es~ary (o v~ su m,; ter"I; n1' evme ~r er.pf s sy5
t e+ks that a wo'd'to 0040ta d try the ho; neov.n0r arD :Jc/.7rle-d P Vfess; or mar„agrr,rcnf racks rnrrst be P01101red by a noosed soph:;
r„ nl airier or servirp provider h::we✓Pr', r! is rho horttcowner s re so0nsibr4!y to ensure art tasks yet acromp/iShCd in a brnefy .manner
► Keep this Management Plan with your Septic System Owner's Guide,
► Keep copies of all purnping records, maintenance activities and repair invoices with this documenl.
► Review this dolGl with your main:enance professional a' each visit, riisruss ary r_Fanges in product use,
activities. or water-use appliances.
Management Frequency
My system needs to be checked D=siKnrr R~qui-ea rn>uu~,: y gin: rx uve~, 3t, -h_
every 36 months. 4a-r-l LOld1 6<:v7 Reg"recu,r,,, CPeA,v-r'v 35 TI anih'.
Design Parameters System Specifications
Number of Bedrooms 3 Septic Tank Manufacturer Wieser
Design Flove (gpd) 600 Septic; Tank Capacity 1200
Soil Loading Rale Igpdrft') 0.4 Effluent Filter Manufacturer
Standard Effluent Qualify Effluent 1 & Model Polylok•525
riwb.;3::al Oxgooo uemand ;l 220 mg/1 Puntp Tank Manufacturer Wieser
total9ds{n:nded solids ITSS) 150 mg,9 Pump Iank Capacity 800
Fels Oils. 3wase (FOG' 30 mgA Pump Manufacturer
treated Effluent Quality & Model Per Installer
l Oxygen Drmand:80l - mg/I Dispersal Cell Type
Tutil SuspendorJ Solids JSS: - mg/I Mound
: als 0.ls, Greases (l - mg/I Prelrealrnent Unit Description
Max Effluent Particle Size in) 118
Homeowner Management Tasks Professional Management Tasks
Check j/i look) for 1na4s rn toilets and drrpprng faucets. EfRoenf S;focn - Check aid Wean prr manufacturer
Repair leaks prnn„ppy ;ecummrndations.
Regulady check for wet or spongy soil around your so;! I iguid levels - Check sludge a:+runvefRuent levels in all system
treatment area. Contact service provider It rssu(s arise, tanks. Recommond illank(s) should be purnpec:. (lump a4
Controll burrowrng animals (gophers. groundhogs, etc.) cotnparlrtrl (I.very 36 months at a minimum.
Kopp bikes. vehicles, snowmobiles and other tralfic of; Inspect fank inlet and curler barites (d applicab4.-l
hrarntenf area
Check drainlield rffluent levers fit applicable)
Alarms - Contact your service professional if any alarm Verify pump and alarm system fenetions !rf appfrcatie;
signals. Inspect wiring for corrosion and furrclion (it appiic iblel
Clean drainheld laterals (if applicable)
f_inf Filter - (.heck for lint buildup and clean when nr. ressary if you do not have one. add one after washing macnine. Check event countedelapsed time meter and evaluate wafer
usage rate compared to system dcsrgn flow
Effluent Filter - Inspect and clean Mice per ,year a" a Chock dissolved oxygen and effluent temperature in tank
m:iumunt. Check for surfacing of effluent or othe• signs of problems
Caps - Make sure that all coos and lids are intact and in Verity in.speWron pipes arc capped and tntart
place. Inspect for damaged caps oftrn Fix or replace Provide homeowner with list of management results and any
damaged caps. ectiorr to be taken
Septic system replacement area: Protect secondary system site from traffic, compaction, etc.
t'.
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall De n d:le ~y an appropnale.ly licensor) individual or business. Tank inspections
rwst include a v seal inspection of the tnnk(si to iden:ih; a-y in sling or broken r.ardware, identify any cracks or leaks.
moasure the volume of combined sludge and scum, and :o check for dry backup or pending of effluent on the grourd surace.
Access openings used for service and assessmert shall be sealed watertight apun completion of service, actiwhes. Any
unsound,defective access openings must be replaced imirr iatelg
I he dispersal cell(s) shall he vis.ially inspected to check the effluent levels it the observation p pes and to check for any
founding of effluent on the ground surface- Po-ding of effluent on the ground surface may indicate a fad rig conditio- tha:
requires immediate attention by a licensed septic professional -
I anks -n.rst be pumped when sludge accumula: on is within '.2 inches of the bottom of the outlet baffle, or whenever the scum
layer Is wt^in 3 inches of the bottom of the outlet baffle, In no caso shall total sludge ano sarm volume occupy greater than
21)". of the tanks liquid capacity.
The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless
provisions are mare to retain solids in (tie tank that may slough off the filler during removal. If the filter is equipped wt)i an
alarm, the filter shall be Serv'cod if the alarm is activated co••t,nuously. Intermittent filter alarms may indicate surge flows or an
impending eontinunus alarm.
Pre-Ireatwer: corroone°c; shall be •nainfiwed and sen: ced by a licensed septic professional according to the •nanufacfure-s
recommendations.
START-UP & OPERATION
for now construction. prior to system oeeraron check septicipump tanks for the preseece of panting products or other
chemicals that may unpede the treats ert process andror damage the dispersal cells. If high concentrations are defected,
have the contents of the tank rernoved by a licensed septic professio-al pr or to use.
Systcrr sta-l-up shall not occur when soils we fro/en at the infiltrative surface.
Uu• na Dower outages. pump tanks may fill above normal high water levels for system utilizing pumps. When power is
restored, the excess wastowater will tie discharged to the dispersal cell in one large dose potentially resulting in overloading
:he calls. It may also ms-It in backup or surface disc^arge of effluent. Tr: avoid this situation. it is highly recommended to have
the contents of the pump tank removed by a licensed septic professional or have a septic p,ofessinval manually dose the
system to return Vie pump tank to normal operating levels prior to resofing power.
Do not drive or park vehicles over any septic system components Do not drive, park over, or otherwise disturb or compact the
area within In feet dow•nslope of any mooed or at grace syslerr or secondary septic system site.
CONTINGENCY PLAN
It the septic tank. or any of it's compo•renls. become defective the tank Or comp _mert shall be immediately repaired or
replaced according to the original system design specs ications.
If a dosing tank, pump pump controls, alarms. or related wiring becomes ddf five., :^oy shall be immediately repaired or
replaced smith components of the same or euual performance.
If the sod treatment component fails to accept wastewas1w of discharges %vaste•,valer to the ground surface. it shall be
repaired or replaced by; increasing basal area (if toe leakage occurs) iebuildi-q t-e. component at the secondary system site.
or removing and replacing biolog,cally clogged absorption and d spersal media and associated piprrg.
ABANDONEMENT
It Inc septic system fads andror is permanorl taken out of service, the sysem. shall bo abandoned accp~ding to approved
ahandonmenl •egulations. These include:
All pipr+g to tanks shall be d'sconnecled and abandoned pipe openings sealed.
- The contents of all tanks shall be removed and disposed of by a licensed septic professional-
- Tanks shall be crushad & filled, or removed.
- A septic system abandonnien: no:ification shall be submitted to the appropriate local governmental unit.
WARNING!!
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES Ali INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY
CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE
DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK.
F•ss '
System Design Summary
Prup.al/•OM'neUCllenb KYler 5i: nhrf Panel ID: 018.01C45. 60 IX,
Site Adducts- :U01 T' RD f( 31.dWnr, Wi 54005 Phone N: 507-207.11)'
DESIGN FLOW. WASTr STRENGTH, TANKS
A. Type of Wastewater: Re vb,-.t al Treatment Le vl: Effluent 1
RYJd[ntlat Deslyn F,ow - P 01 Ocdrr.tls 3 x 11%) GPD x 150' - 450 GPD
Commer. inl ri,,gi Fkrn do:e!rglculatlpts nlta;he01:
1. )h•ev.•N G=U Lvt RniY :GPD
Design Flow: 600 ;:PD :arrtncnts' 3BR Home; 40R System Design requested by owner
B. Septic Tankls3: M.inrnum CJpao:y - Design F.ow X) ORB wasu hm - b; _ Glnvity
Code e' nimu ct SeNP:. TJrk CJPacl: y: _ 1233 Gelb..... iii -arks : Cnnpartme-t is:
Desivlc: Per! nv,,,, ; Tank.Model1 sl- Wetser WLP IZOWB00 MR
Effluent Filter tr Alarm: I elm _jIl:r.unrn tltluret rr ter wiT, Potylok-525
C. Pump Tank Curl, Minimum CaPaeily: 645 Galons PLnp imik: (Oxa-N.in'mum 1. - Gnllo'n
Designer Recomnwnded Min. Capacity: WOC G.C ln1n PumP I a'-k 2 IDesignrr R", Gallnm.
P.. hp _400 _GPM Io6H Head 12.6 fl PumV2 GPM Total Heap - It
Holding LrnAfc) Only: 1 Avn.rnun Capaaly. Residential - 2" gaaans. o: 5x es:imaled doily wo lt'water Ilow; wbx brvrv is greater
Mmnncrn 790 Req. r"l Gymrity: _ Gallons. 1n - Tanks Iloldrig Tank High Level Alain Typ :
L4si;nee Rt\om nendeJ Gp::aly G.Ir.s. in Twits
DISTRIBUTION AREA
NR Tr11b-11 Area Type: Mound DWIRvvian /DC: Pre %ure Distrlhu0on-Level
Bew l-.ark i Elevation: 100.00 IF Belchrlafs tccalion' SEE SITE PLAN
ComDonenl Nanoal I' SOD 11yol-p M>.ne me lO 01; R 10121 Distrbotion Media; I+CrarfieU Arch D10-- eak0
:omuon:-•I Manual 'BD b9' -P Mound 19.C 1: 71; R 1:1 121 ti 2' - 1 1:2' AI'Z to
SITE EVALUATION DATA --III
Dep:n In I uniting Lays. 26 u1 2.2 H Soil Texture: Silty Clay Loam
Cuuto.d Elevation, 93.05 SHLR- 0.40 GPDi ft
Cl CVa[wu of I in-wing Layer 90.88 Pe" Rate. - MI'I
.Mlnirnuoe RCgm'ed Separatmn+ S6_n 3.0 it s 6°!SROCSFiav-men(s Present? I h'- cer.-•
aM xrnnm DCptf of S"I'-. Mound ua I' iPyi rs. 361 e: rn: k and aYC' l4.11t . 'on It, t, n` »i; tre :11Int rn:k n Hast per
.0.t 1 1 .1 at•f l,), aJJi:iunnl irrrmal a0_rnaiir3 ~ir ra4men::
Measur-d Land Slope' _-1.0 _ in :m -s1yn.
$OIL ORGANIC LOADING -
r 1. Org^.nre f:l-*w to STA!o•rveofinen: Uni; - Design Hox xrs;irnoted wo iu mg:L in the effluent X T I5: I.Ocr)g00
:0V gpd R 220 rng: L K 8.35 + 1.000.007 - 1.10 Los ROD cai,
a. Plettca:men: Ure infnrnaaon I'ir aaplira>ICt: Not Appbcable
b. Organic Lwlo,I After PretreaLv.,, H j.;' awbcdDh'! - Design How K ROD in ng: t it :11v D•etrcate] efRurn1 K P.. 15 - 1.:X.000
gp't Y r1gL K 8.15 : I.CC0.003- Ibs duo day
2. Orgr;Jc Lafdmp Rvu•;n Soil Tredfab"rArea fh,srdoyff:): Soli Treivowl Omram A:en!!1 hs:daY:it'
t.'0 IbsL]D/day 157670 fl'- O.000R+"1 lwdayrH'
Mound Design Worksheet
SYSTEM SIZING: Parcel ID: 028.01045.61
Design Flow: 600 GPD
Soil Loading Rate. 0.40 GPD: ft'
• - - ~y„'
Depth to Limiting CondiL(;n: 2.2 It
Percent Land Slope: 3
Design Media Loading Rate: 1.0 GPD: ft'
DISPERSAL MEDIA SIZING
Dispersal Bed Area iA X Bi - Design now, a Design Media Loading Rate
600 GPD 1.0 GPD/ft` 600 ft'
If a larger dispersal media area is desired, enter size: ft'
A. Select Dispersal Bed Width IA): 8.0 ft .a,.( ex,erd :0 fret
Linear Loading Rate = Bed Width X Design Media Loading Rate
8 ft X 1.0 GPD/ft' - 8.0 gallft Cnn'! exreedTaste t
B. Minimum Dispersal Bed Length (B) = Dispersal Bed Ared : Bed Width
600 ft' - 8.0 ft = 75.0 It
DISTRIBUTION MEDIA: ROCK
Rock Media Depth Below Distribution Pipe
0.50 It iEStinnated matcnel quantities found on Mound Materials page)
DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
i. Select Dispersal Media:
ii. Enter the Component Length: ft Width: ft Depth: it
iii. Numher of Components Per Row Bed Length ; Component Length (Round up(
it * It components per row
iv. Actual Bed Length Number of Components per row X Component Length
per row x - ft = - it
v. Number of Rows - Bed Width : Component Width
ft . ft - rows Adjua( width IN,,, white
vi. Total Number of Components = Components Per Row X Number of Rows
x Components
MOUND SIZING
D. Fill Depth Below Ups(ope Edge (D) 3 feet - Depth to Limiting Condition 16 " Min.)
3.0 ft 2.2 ft 0.8 ft Design Sand Lift (optional): in
E. Fill Depth Below Downslope Edge (E) - [Bed Width X Land Slope - 1001
+ "D
8.0 ft x 3.0 t : 100, 10.00 in - 12.9 in
i
F. Distribution Cell Depth IF) 8" + Nominal pipe size of distribution lateral 1"2
' Jo. nnnroveaproeuct>r
8.00 in - 1.50 in = 9.50 in 1110m'nal Pirr Sr.? allasced wi Latc,iG O'veti
G. Cover Material Depth at Cell Edges (G): 12.00 in !z 6' Mir.)
H. Cover Material Depth at Cell Center (H): 18.00 1n '2' .ui, t
1. Downslupe Width (I) - IE - F - G) x (horizontal gradient) x Downslope Correction FaCLQl
2.87 it x 4.00 x 1.14 = 13.02 It Or fl
J. Upslope Width (J) = (D ~ F • G) x (horizontal giadientl x Upslope Correction Factor
2.63 fl x 4.00 ft x 0.89 It - 9.38 ft
Downslope Correction Factor: 1.14
Upslope Correction Factor: 0.89
Endslope Horizontal Gradient: 4.00 iusuoQy 3.00, 4-r.,
K. Endslope Width (K( _ [(D - E) 2] + F + H x Endslope Horizontal Gradient
22.88 in Z 9.50 in - 18.00 in r 12 x 4.0 It 13.0 It
L. Mound Length (L) - Endslope Berm Width • Bed Length - Endslope Bean Width
13.0 ft + 75.0 ft - 13.0 it = 101.0 It
W. Mound Width (W) - Downslope Berm Width + Bed Width Upslope Berm Width
13.0 ft 8.0 ft - 9.4 fl = 30.4 tt
Verification of Minimum Required Basal Area
" Sloping Sites = B x I A I I MINIMUM = 1500 ft'
75.0 ft x 1 8.0 ft - 13.0 ft I - 1577 ftz
Level Sites = B x W MINIMUM = - ftz
ft x - ft = W
_
Pace-
MOUND DIMENSIONS
i~
J
obs. pipes
r
- - - - -
K
A
W B
1
L
A 8.0 fl. F 9.5 in 1 9.4 It
B 75.0 If. G 12.0 in K 13.0 ft
D 10.0 1n H 18.0 1n 101.0 ft
e 12.9 1n 1 13.0 ft W 30.4 ft
Obs. Pipes (1; 1W) of 8) 7.5 ft Absorption Width IA-1) 21.0 ft
DISTRIHO I ION AR! A (.ROSS SECTION
-DPSOn nrvr.u~,. +5rn
LOAPAY BACKFILL ~a ~_•_1._v _ L.,
• .1 I Aggregate t a
n E
PLOW 6 8' DEEP
97.05 1'. PRIOR TO PACING SAND
OBSERVATION PIPE DFTAII
Sere" type if FiOa~eA 9rs1e
_ Topsod COVer
:I Mon)
4 SCH 40 Vv(_ oie
lop of pipe to ter•nrt•ite at aoJ Vp rlnisNa0 9faue - x S slots spa.:e:1
9~ Or9rres dp2q
_ Inhltraa>~ ,
Tole: „rla~e
oi'Qe
FYinr N,
Pressure Distribution Design
Parcel lD. 028.6104S.5i
Media Bpn. WrIll•: 8 ft
M elfirrie Nnn1Cl`I ui LateralS in Sy'Stein: ]one [IMedia Bed Width - 41 Il , 1 iftuuod upl
4 11 ' 1- 2 latctals
Designer Selected Number of Laterals: 2 (alprale -Calil be Ieif :ban ) lexcopt in at-4rddeSf
Min. Lateral Snaring: 4.0 it Ocsigner Lateral Spacing I -.iotunan: It
Win. 'Aaritold Lenglo: 4.0 f: Designer Mamf0A Diameter n..• inDr• s!: 1 1/2 r„
Select Orifice Spacing: 2.5 it 0 smx Or we spicing At q- ':1.
Setect Orifice Diameter Size: 31 6 in b 1I(11-'Im:r oe _ e , i'
-eteral I ength - Media Red Length - 2 Feet.
75 - 2f: = 73 ff
Number of Or ifice Spaces - Lateral Leugta a 0•iliicc Spacing Iroura down to the nearest Whole number j
73 ft ).5 fl - 29 Spaces
Orifices Per Lateral - Number of Orfice Spaces + 1
29 Spaces 1 1 30 Orifices Per Lateral 3,,J&d D.• t for t,11- ~n.,ine,ldr
Total Nu'nbe• of Orifices - Number of O'1NCes per I ateral x Number' Of Laterals
?0 Onfices Per Lateral X 2 Laterals - 60 To: it Or ifI(cs
Rc ommendpd Orifi, a Density is 4-11 ft ° per orifice; can,' exceed 12 f!
Orifice Density - Bec Arcs s'otal Number of Orifices i.7rrs nor opp:y toot-Sn:aeq
500 ft' 60 Ont°.ces 10.0 ?0r stns
ManUC CwirwLuun iEnd or Center): Center
Lalcral DwIneLer fSee Table 6): 1.50 '.r
Min n•um Average Head: 2.5 f
Ori°re Discharge Rate: 0.66 C.PIA pso Orifice 'Lensed on rdh(e 41
~X
M1VY4 1 Y
• .lA
• VV Jf~ cM •Y.
. c0.' •65
~tl 1M L9' '1
4
~A
f':: 1
Pressure Distribution Design
I ateral Discharge Rate iwlmA - Orifice; x• Lateral x 0•ifice Dlwmtr a Rate
e.klr,blrc in 11,1sv'C iP3xIm~R N,:,, I: n,t h, s, r" e x% I:Nrd. j a ."t'd Gi L t in u•nl rr man, 1, dSI
30 Orifices Per Lateral x 0.66 GPtA pcr Orifice = 19.7
GPaf per Lateral
SysrC•nr f love Rare - Tota. Number of Onh. es X Orifice Discharge Rate
6J Orifices X 0.66 GPM pei Orifice= 40 GPI.1
Distribution Diping Liquid V:tlame Per Foot ;Tebh 7r 0.092 Gallons: ft
Volume of Distrihuhon Piping = [x of Literals X Lateral Levglh X liquid Volume Per Foot of Piping]
2 % 13 ft X 0.092 gatifr 13.4 Gallons
Wormire De',iverae Vol mc. = Volume Of Distribution Plpuq X S
13,4 g,* i; 5 67.2 Gallons
PRESSURE DISTRIBUTION I ATERAL LAYOUT
p ft x 2.5 it S 4.0 ft
P/2 36.5 it X12 1.3 ft y 3116 in
' Cku~qul OvbA
l •:1
~ p!2
I f `]J
✓ - w ' x
P"j, 1i1