HomeMy WebLinkAbout038-1241-02-000
f '•m5<on5~r ooaarl'n•nl ref ^^°nei== PRIVATE SEWAGE SYSTEM St. CFOIx
Safety ar'a: 1wWmg L its°n Sanitary Peurrt
INSPECTION REPORT No
589777
GENERAL INFORMATION ATTACH TO PERMIT) Stateplan~e
Pets omriln'uur II,m you pro me mart<u:c:1'r.r .wr,..^:fa rr DU gm~.nrcecy taw 5. oJ<~;Ifm)t 2740119
nn! •,.t i 5 Name 'roy ':rllage 'oa rship wcel Tax No'.
Dustin and Holly Gesiness TOWN OF STAR PRAIRIE 038-1241-02-000
CSI dfA 6:ev Its: tll.l Hev 6M Cr;:cnplc.r ~ e: aon"ow^Ran~eMap HO:
1~,'' th 17.31.18.1304
L X1.3 fo • o(o
TANK INFORMATIO t ELEVATION DA
di L3
S e .
T"PF lTnnF CAPACnY STA-10N B'S HI~ Fl
' ~lf '7a rb3.o'
vri' q, Ilk
Septic Zo ( I Berchmark ^7 Q/ /
Dosing 1~IV~ L D 1 ALG\1 L. 110. ( b5.ab
Aw"Itt Bldg sti
I1w4i HI tole: J J I S~'
5
shH~olael
TANK SETBACK INFORMATION
TANK TO Nol-~1 "LLI BLCG. :-enl mate ROAD DI 191et
Srp!x_ 025 AA /Z ~Yf - O!Rr%:om
DM O ~J ~I Head ' a Cn A y~{ 9103a
Aeration IS! Plpl' A y y 96 3 '0 /
t iotdinc Bot System 5.1 L 9 (oZ .
Final Gade
PUMPISIPHON INFORMATION {IJ(II116I1T1 \ F Q
MarrU`aClu'cr U nand SI Cover 7J / /
GFM I
670001 Number 15
O J 12
TDH L t U Fncli n Losy~_ 1 System Hen
7
I brcemairr Len h • Dra 11 Orsl » W'dl
SOIL ABSORPTION SYSTEM QOrjC B~
BED/TRENCH '::itltn ` lengt f+o Ui.~wxres A CfA P,T DIMtNH,tiIONS NC. Ua v,~^:rNe Ca/ y~u~ra :;rpl
DIMENSIONS 3 '
SETBACK SYSTF" TO PfL BLLX: L^.'l L 1 AKFiSTRLAM I-EACH ING Manrtar.~ru
INFORMATION CHAME ER OR
""N Dys; " y rs 1 / UNIT Iii NumDr'.
DIST TION SYSTEM I I\YI
11ea. \ 1 Crs•nbuU" 1 I ( x Hdi, Svc t H • Hole SDacimj ~5 jJ5t Verst l0 Au InG e~ n
5I }~~T
~P
L cnot•'~ bra ~ '~engID ~ ~ Ua1 r1 SLmunp lJ
SOIL COVER 5 x Pressure Systems Only xx Mound Or At-Gr de Systems Only
Ccplh Dmr r~ Ce Dtl' O.rr ^ xr Dep:^ m xx SeepaD/SWAeD xx ulcbW
)r 1/\TPS VO
RndrLe^C •r. flM.TIq\eh CeJes OPIl Ztl ex No
5 • r
COMMENTS: (inG.loe code disclepci les. persons present etc.) S larplrsperhon lll. Inspe-bol
- ;T t, 1'C lc (1' 0i 1°jk'. P1w 1 !r lix w
location: g 17 91sr1-AYE 6K J
ll ~`r~ I l r x' i' I r r I
i Alt BM Cesruption=Fi ttr l ,LI i((f~" IBC LG V(V'l li SwM. ~1EC~
2 I Bldg sewer length = I~Is COV I Is r, l ^C 1 o ~0 • J '
amni of cover 3d i 11) l- U J
' qqr'6~ Cover on a~\\~. ~r wits no+ ~ni~alltd~@JhY~nQs~?>a~
Plnn I1he Required? Yes I NO ~ 77
.
Usc r,!hcr side for additional iniormalion vD
Caw SBDCIa%'S Srgna!me Cert. No
ANfifi7te ;R 3,97)
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S P ST. CROIX COJNZY d,J t =~2
I S GOMNIUNrfY DEVELOPMENT 23312ykp40 1
Sanitar,, Perm t Application NSF z-fgof j q
I n: n I'R t r do l I 1 II ..pr Iy 11;•l ixl~r lr r1,l:.r i ; ,.~-Ir rl I:!:I, .tll r, lirl 1.11. ,Ih II IIl\ \ r. Uhln~ i
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y ta:m t~,1i. r:l '..d I '.u.,I~ 1 rr-.luo,: ..m pr, r. 1. I ~u.:.l l..r .net. I•.
L %pplia:nion inforrill I'lli Print ;%It Inlurnrdiun
Uusull n Holly Geiloc,y V U 4 I `flat?~iPu pp
I p, 1 3 C
1? )Ire A%c SW V\b
l I \Lllr 1 'ry: l .xl: I I'hrxm \nulha • I.,, _
Soutcrsel. \4'I I -;I < IS
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II. 1 \pe of ftmldmC ttiheak all that apple) t / _ _
1 ' I:nlr I iur \ nJ r..i lt. d: . / O~• - Il
PwSUbM~~4td h~Ht ~hns~tl..I fliddCn Pol d,
Hlhh; (nmlwn.:d U..;nlw I '
• I h., ,I ll..i PI N;l
~J x 75' - MOUND CELL _ ~~7/.~&I XJ
;11. 1, rrnn . -hank Ill one bu\ im line A. 0-111plrte line ft if apphaahlrl _ v"t" / \
pi:r..nl.nlu.l. i(Nhm '.1 J 0_..
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a•m/('omLnanl/Ih im: ICheck all Ih n ip d -
I ♦ II ...I ilr+_hu l '.I .w d l t hill b ;.ral~ rnn `1m n(.u1 hl r rl I urJ _:II LJJ. -xl t/
Ii II If .111 I ltttna h p ..It . ~'.I a 11 I::ul - . ~ maa U_al I yl.lul' ypr~~(I~~' ((j//,'
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VI. I ank Into
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L,1 = w- Pl hk 525 =
n. I, ! 11(i11 I `n(I I 111sr1 onCnl
- -
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\ 11, Rvlflot lbdih Slalunenl- L the oak r 1 n d I vme m.prm Ibdil for i , i ll'tllou of the 1'()\\ I N AN...n n Ih v etta.hld plan.
/
I . iron I'I d,I 'll"..re.r.. _ 1111?\uu I ikriu. f!"•n. \nn.bo
\\IllianlSChum,ACl- „71)l (71;1 QI - -
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11. rl Sc(itt R(. al. f ludsoiiW i-1010
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L +'^Trlla l I.. Lr . >.:1 ~ 8l B/Zcll~ ~ ~
I\ nndli n, f Aplino% alRevwna for a prof al g J~rQll\Q a cr GQ~b~R.f1~ MuS~'" r},IQq fjeI
0
SYS fEM CY:NLIt - - ,
1. Si lank, ef0uenl filler and ? f;0 f Per Nea t HW f- 9 sir
dispersal cell must be serviced, maintained pt1o,N rote lhtpnlL Cont,0 be ppls,Nk ill ~n ~•E.q rAvill be
as per management plan p'ovided by plumber
2. All setback requiremerts must be maintained '7 ' r 1 N/(I I /h la 7~f t 10Z w z S C (vrGts above 9.01,
1L.0
as per applicable code/ordinances. 5. (.and~~lYlif Ill S1A{[-(e1{1~yp✓N~.IdCC.. 1.1 i'T *~LT~'11~ 11-IL~
\tl LWrnngll ll'Pirn lnl IITI WNI glhlnh lulOr l' h u1/1.1 F~..Ihrr: 1, l' I .Aram w•
jrlr^q rAj7,'Ittt) >l ou w~,.,;~,
rsr~rE-f.. Or✓I_ OA GF IKUl15T.R Y' SERVD::FS
2331 SP.N LUIS PL S.E SC
GRFFN BAY :''.I 543C4 57
"
0 Cocac: Through Relay
S •rttp -csps wt govrprag'anlsr~ncust^:sevr;r
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_ w,w.• mscorsm ccv
I
Scott Walker, Governor
- - Dave Ross. Secretary
lit IS,20itii
..I I ID No 2-991) .RTI'V: POWs' b"SPectul
IVILI.IAM C SCHI'N1.AKER ZONING OFFICE l-
:CI II AI A K::R PLUMB INC, ST CROIX td)I N fl' SPIA
%o SCOT- RD 1101 CARMIC.I.AI:I, RD
HUDSON \+'I 1016-'l02 HUDSON \\I »f116-T'GR l/s~t .
t ONDI T IONALAPPROVAI.
I'LAN TROV'M. EXPIRES: 0-1812018 _ _dr t t+tcsuon Numbers
Traosactinn ID No. 2-40119
>I I E: Sit, ID No._B'2646
e;esnes's T l e n fr. t th l i°c; t wtior) rarlb<
'-r1 _16111 Ave
1owr.ofSm. PIairi
m Croix Courra
1, NCv 1.' 4. SI' N S%4
a
1 OR,
17seription: Maund Sestenl (4 fled .,n... 10 e stru.tion i
A;- : c 'r i u
ih'Iv<r F)pe f OR` I's Component'Ma .,al Regulated Ot l-r t It)
~.am:enance req,.t.red. 6()0 GPD Flow r_le' 70 .a Sod m:9-.rum ..epli t imlLU- }a, rr Ir< r: ~c -m~'. aCr arr.a ; y
Comp;t,ent A4anual - A+er. 2- 0. SI3D -10691-P (N.0. D:. K. 10'1'_ t. Prroaurc Dts:ribu:i.,n Cumporenl Manual -
\'.r. 2.0. SLID-1 0'06-P (N 01 01. R. 101'_1, LRluent Fi:''ter
I he submaal described above has beer, reviewed for conformance with applicabic• Wisconsin Adtnitristrati're Codes
c-ri 'Nisconsir. Statutes I le submital has Seen CONDI :'ZONALLY APPROVED. This ssstrm is to be cors:rx[cd
;:-id located in accordance with Inc enclosed approved pans and with any component ntanual(si :cfercnccd 'ib.,w
I lie ~'An-r, as defined in chapter 101 01(1(11, 14`isconsin Statutes, is responsible for wnipliarcc with all co;:c
rcqu scments.
No pcrwn may engage in or work at plumbing in the state unless licensed to do so by the Department per :J=i t7 h.
,tats
I-he following conditions .hall be met during consiniction or installatinn and prior to occupant; or use
• Presetwe dispersal area prior and during construction to avid disturbance, compaction and nsc LI: Lr i:lc.
N'ith new construction; it is recommended not to actaate the pl:ntp in the dose tank until the tanks are rampO
arior to homeowner occupancy.
• N`astewater generated from contractors cleanv:e of equipment and ionls andor left over construction
arcduas shall not he discha ,ed into the drains dischar;ing to the private onsite wastewater treatment system
.
I10UA I S) Waste generated shat! be rropeily disposrd of on-site or of mIc.
• Any tall grasses, leaves and shnibs shad be cut short and removed prior to tilling the surface for installation to
,:-%cm manin_ under the dispetsal a%a_
Prior to construction oFlhr di%Llvmal arca_check the moisture content of the wd to a depth of S mAcs. ~I
tifgearrae an11 co:mpacu:rtol we; ;oil will rc>111( in reducin-, the ir.rimition cap:.cits' of the soil. Proper= oil
m,nsture c anc_rt Cal)lie Celelo!med b,, rolling a so it samples huween the hands If it rolls into a a- inch wire.
the Sae is too wct to prcp If it >Ite prC arO !o- r w p ocC,ir I1 Vic >:to is ,ct to T rr : tt _ cc nol
• DI%crt surf err water Ir`.ri II Pt?N l:i ^,rc.n.
All pipin;; sh I c;io rt 1., 111, Iahlc s and SP> Iahlc S-4
• Insulate building sewer heynt;d .o ket pa' SPS (I I)icl
• N ell setbacks to meet c.is. 1;3511 & 51'
• Cleanouts shall be i:utalled per SPS 332.35
• Tank Installation to Icllo+v a0 ma ;ufactcro s re ommenda:ions.
• Vcrify property lincisl pnot co installation.
[
Pump Floats to be set and serified per anpms ell plan \nv chance `s mnv result in pump resizin- tonice
I Dil and GPM Specifications.
1r_a, that are occupied ;•:irh 1,1cl h's_merta.:rcc rusts- smxP= and ho,i1,:vr, re:9.we :he amodct of so l
e :`~Ie 'o: nq\ trez: a: n; It ro oil silt is rl lahle. trey in the b„sl area o' the rmamd mug he ell off
_.:.u d le. c -uet II _cz i, a an at._ c: !t, ; n r. t t t - _e a' .tc:cT*ed r P :'.eidr
ON%nee Responsibilities
The Clr'tmt pn.ret xtu ; b,c~s t ..°,rcr_ ~n;d1 e e !Ir. o! till ll Cj dm-, ire t-uCt n; eletir2
:o Pn_Por a<r :rt inaic:cn;mce of the -,.:en,. lr,; s'ra, ric r° a .oj.: I Ile ap r: p. ~a% opcr, i"'.,71 [
atain:enanct msnual or owner's manaal for the oOR" fS described in this approval SPS 383.511 I i.
• hi:Fec•veo Jn t r .-t_:'1 t. i ,mrr t rt.l_I❑ IT r r.: irn
hr:7ard the pt V:" I t to c tr. iti -i :t _ IT a III_ a _ --F c l` II
A Copy of the a:T t: . -.1. ,i u li _ t.'. nil I rr : ~I,c.,
inspection by gut c t d r:;;_n I Ii' _.IrtIllevt .c aril t ev IT], de : a- .ri;pr:t. n; Ail ;,ccni:'.
;egev%d by the :rate or the tonal muneipulitx shall be oNainrd prior to .oaancu:xmmu or
arn,rrvction instal:atioo open crr.-
In renting :his approval the I \ ision o1 Industry Se-vices resmus the ri_ht t'.\ regnire char._•os or addniints should
condiuons arise utaking them neces; ty Far code comp:iance As per state stats 101.1 Zit?l, nothine in this review
shall relieve the desi_mer of the responsihility t2?r desi__nute It sate huifding, structure, or component.
lnqu nes conccmin_ this correspondence ma•+:^e n:adc tome at the telephone number listed belerxv or at the adj,em
on this Ictterheln!
Thv rLrrs e IrR add-,s,w, shall provide it copy of this letter and the PO%k TS management plan tc the owner and any
oticrn who ate :eeponsible lot the instalhtion, opertilwl or maittteaance oflhc POW IS-
Sircere Fee Required Ss 350 00
Fee Receceived '50 0 00
I
3alarcr Due S 5 i:.00
Tim: Vander Lees:
Private Scwa_e Plan Reviewer, DIytsion of Indusuy Sen°:ces \ir,SMART code: 7633
0'0492.2'_I<, Mondiy•-Fridgy 6 am to 30 pm I
t_m\' ndey Icuxt'a'l sco Din goy
cc Eeiy6, A IaNlor. WastewaterSpeciali, , "1 s, r5? 1 Sy %1' r 11 i r:d l 1 1' Win. To Ptn 11 'IT: Schumakcr [11,;,' mw Suit I i-r Inc
i it %1.6 .L:. - - Ala
• Divert surface waler Lo:n :111 PC)1I TS
• 911 piping sha:l :.onfenn to SPS Ta`•ie : S .;D-: at!i. l'S Tei~i~ . 54.;
• insulate building sewer hcs and 3(i te_t pcr SP
• Well setbacks to meet cis. NR 8:1 k R t 2
• ('leinouts shril l he installed per SPS 3S' ;
• Tank Installation to'ollow all mar:an.a:: c's rotor:men;ia:. n:u.
• Verify property linc(s) Triorto installation.
• Pump Floats to be set and verified ter approved plan Any changes mac result in pump resizing if, meet
TDH and GPNI Specifications.
Areas that are occupied ,ith. :ck ti3-tnii-im tree roo:s.::rnlips aril rccace th. a!7curt i! so:i
availab:e '.Jr propor :ream•.ect. T:c caner site is avai a^ie, trees in :.w basal area of"::tc mound must bz eel cif
at Erctmd :cve . A lar_z•- = :I atra a?tee rn-; ::f t':te ab,,.c :crdi:rocs are eccol-te.=d.:o p:.cidr
ficier.: it'.t'.l~anv art.;.
Ussner Responsibilities
• 7_1C _:r! en: OMCr• arld vier , hICC Ue!a ai+n r:, c't; II rc:e:ve a cops o'_ :h:. Icet0. 'IICI u -n .ruc:: n.re,ffii`'
:o pro?cr nsc and maintenance of :hz ss stem, Ca•ncrs sial. recca e a coF, appr.,priatc u, cratior, I:!d
maintenance manual and or cw•ner's manual for the POW"S dcScribcd it this approval SPS 353.54(1).
In the even: :his soil ahsorption system or ar.v , I ns component parts ma'.funcaons so aS to crca't a l:ea:i
h3'.ard, the pmperr: owner must follow c!z ccn;.r. ::;!v alas as desctibec ir ins arprovcc plars.
A ::psi of :he approved plars. pcsu:ca- iin, au this Icxcr sl:a:l be during ca•:r7nc; on an, : pen to
icscec:ion 1•y authorized :epssen!a:i sn ,f 111C Dc,r~!unent. '.+'hich may ixluec lo::al m5p.ctor+..":1: pzrMits
b% the state Or ate local rnutticirality shzl. be obtained p: for to comincncemert 0`
z -nsmizriorr installation operation.
:^anli:w t[t:s approval :he U vi ion of lnct strv Services reserve, .he r ;21111 :a %+.ue cltansc` or "d :ions sh0uld
c:r.cciors arise making them necessary for code compiiance. As F.~r state sta!s 161 ; 2(2), notnutg in this review
sha.l relieve the designer of the respoasibiii:y for designing a Safe *nUilding, Sir ctu:e, 07 comp37ert.
Inquiries concerting axis eorrespondencc may :nc made to me at tie re Iephone number Iisted he low. Or at :he aCd! z
on this icnerhead.
The above let. addressee Sha'.l proviJe a cop} cf'wiS lercr anJ :he POWTS manag.ment plan to tae owner and aer
wners who are responsible ib,-:he installatior, opera:ion or r:ainlc:arse e`:he FOWTS
Si:.ccle!.N, FeeReceved5 2`p.G~(1
~ Fee Received 3 ?SG -'10
/
/ L~ Balance Due S 6.60
T;-n 4 aDdcr Lccst
Private Scwaec Plat. Reviewer , Division of Ltdus;. Scry'ices W,S?•QAR'I' code. 7633
0 20;.92-2214 • Monday - Friday 6 am To 3:30 pm
tin.canderleest;aw•isconsin.gcv
.c. Edwin A Taylor, Wastewater Specialist, I>;! J14-3434, Mon--'a.: - Friday S:ii'•: am JoQ:C, -v7
S_icnaker Pit-lrnbin' .L' Soil 1-cS:c,. nt.
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN r'
Resiccntial Application
INDEX AND TITLE PAGE
Project Name. Geisness 4 bedroom replacernent mound
Owner's Name. Baillergeon Properties Y
D
Owners Address: 855 155th Ave., Somerset, WI 54025 Ll Y AND
ci RV ICI--S
Property Address 912 2161h Ave ,Somerset Ul9 54016 ;TRY SLRVICES
Legal Descripiroi SWl/4NW114, Sec- 17. T.31N., R.18W.
Township: Star Prairie
County St Croix
Subdivision Name: Hidden Ponds
Lot Number: 2 Block N,nnher na
Parce I D. Number 038-1241-02-000
Plan Transaction No
Page 1 Index and title
Page 2 Data ertry
Page 3 Mound drawings
Page 4 Lateral and dosu lank
Page 5 System mainte-iance specihcabons
Page 6 Management and contingency clan
Page 7 Pump curve and specifications
Page 8 Site Plan
Page 9 Soil evaluation report
Designer Bill SchL.maker License Number 227990
Date 07/07/16 Phone Number 0151 385-3121
Signature:
Designed Pursuant to the
Mound Component Manual for PO'WTS Version 2A S19121-1 069'-P IN 0110-, R -'i121, nn3 oa:'.
SSW.VP Publ.cahon 9.6 Desrgr, of Pressure Cistribut on Networks lot ST-SAS ;)17811 an,:
Pressure Distribution Component Manual Ver 2 0 S6C-1 WC6-P {N 0110' R '0112;
Version 7.0 (R. 11.112) Page I of 9
;an ti: tfi ~d 11 C~ FrIC`SSUIC. 1115 I I I bl If I or r. C (ooIp'lo 'IIt f)i~SIoil
I I I i t.nnation
R RCSidenha101 COolmcrc,al D6SIt)t7 t:. anti f.!!~(q n is v
400.00. Eshclalod Waslevoaler Fh,,v ~iiir~ti r: :a 9 n'
1.50 Peaking Far I'T I - 1.D s
i Flow REcEIVEC
1S 00 ,Ile lope I<,
yt _,5 '.:nntour Line Et it ,Ii 1,,:
r Depth In Lnni'u U I-'~' !r. i V 3. 1.1
d11 Ir-site Soa App6canon Ral~ p;o 1r'fl 57. CROIXCOUNTY
;,OMMUNIII DEVELOPMENT
on Cell Information
i!0 Disljwr I; l Cell Lergirr Along Con t ~w :it. - 7~:'._II ,Pd c.,
! no Dicpeisal Coif Cesian L-mdmo Rate igpd4t
I Influent V`Vaslewatei Ouahty (I rx2) Fue the laterals 117r it ..,..'.I iii
In the distribution y
sure Distribution information nelvaork7 Flit. `f
e (,onter or End Manltild
6r I aleral Spa-m, (ttl If IN ,I lo--t t elPo-!!r,l~
3 N :rnbcr of Lalerats W
0125 00ice fllameler (hr
2.60 F°.bar ted OrihCe Spacing jftj =1 6.90 if 2.00 Fou;erran7 Diarneler nri)
X3100 F,m en'aui Length (I'.) Does the fort i',. .
etU.00 Pump Tank Ei(tvahon rt)
.Sal Svstcn7 Head 01) x 1 3 P14 Foicemain Drawback Vertical Lfl (fl) bx VC1d Volurre (gal)
rrictio') Loss (it) Mirimum Dose Volrr,u i,
7u Ill ne Fillar LOBS (ft) Sysh-o DemanI.
Iota! Dy°rein c Head If!)
Lalernl Diameter Selection Man ifOid Diamefer .°ielPCt•on
in dig optirr chor ;r r7 r l
~ 1 00 .,j x
19fi z ~-r ,l 1 O x
L -
00 x
~allr,ns:ln~_n ~_nlc rilab~,
Treannent Tank Information
~lepti,.: I li
.r:!cre'.? Manu{.;,.truei I 24 qa,n
1) ice Tank Information Effluent Filter Infonnihur
7~64 D °=c TenkCap3rd7
' Lo,,c Tank Volume t
air Concletc Manr-rfaClui,
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AFC"EIVF-D
and Plan and Cross Section Views
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+ cRO~~c rEL'OPMENT
p F QMtAUNL'
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-id Component Dirnensions
?3 28 in - r - 1 ~r.
5 501in 21
o JO :n ~L p50ft J~349ft V VI
000 C 1111 j Dlsper sal Coll Area L 218, ).71 if. ,sal nrc
1 -i1 P. Haar 1 oadno Ra_e
Mound Cross Section View
%lygre2tE Ge:;;rr ;a! Area
c
y.
Elevation
L,
F - - - 061 75 (R) (-Ont..-,n _!-t.:!
, /~--Gr. olexfite F3DIIC C.
Shading Key a a' F )
u - pis persal Cell . , -
ee -a'e a rt„d,
LJ Tf,pso,i i{., r c 1.5 `t
O 40 4 0 f1 m[ '
7, _ ` SUbSGII Ce{1 ~ O i~~ - y,l, I n.~ spaCr.la _
ASTMC33Sand _atelaisa',
Tilled Layer 11 I a 5 11 r ^a idcerar spaced tr i- - !i
- - - IL IL I drstnb
5J I__.~ Ag(,,rega e v v
A distribot m) ar
Prnjarl Gaisne~e.4 oedroorn r^Cl*-"mer•t nm'111:1 {-•arl, , -
i--urJ Connection Lateral Layout Diagram
_ SEP 3u
ST. CROIX CC~~JtV7y
:OMMUNfTyOE %EfJT
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r r a Lateral-s 3 aifice Diamelei K0-- l Diamete, in Orifu:e Spacing IX) I
ii Length ;P) 73 64 h Onl',eS Pef Latcra c
paaiu (Si 2 n .I Onhce Density l.
f I , R5 84 gllri
Lencil'i
2 5 3, 0 1
Llan iVd Darn
R:rr,eina;n Velopty 3h,
.,ose Tank Information
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ca!.S FrnPErlt verka .I ~ ~4 F- al ri:=
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-~r Concete Manufacturer ~ ~ r _
~ 2a~ <,rty 80U 64 Gallons % . ee
,Oluine 22 24 galfcei A
nensiur Inches Gallon,
8 sat o~
_ A 18.18 404 311 -
2 0044 4R
C ,-21 D 5 FG 211.28
r_Tolal -.316c01 80084]
3' Spading undm tank gF
Alarm Manuafaclurer SJ RFOrnn's NcIc
Alarm Modal Numbe, SJF 10 1142'
PuMp Man_Wturer Goui~JS -
Pump Model Number ENC` -
Pump Mus! Delivr_r ~ - 35 nq gp~n ar t 92 " -
Mound System Maintenance and Operation Specifications
..~reice Pmvia -i s Namr' _ Rili SchurnaKer Pnonu-iito 0862131
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°OVI,"ib Re;tul tor, Name Crulx CauntYZ_nin q Ce1 Fho to
_ ~ Rf-4820'.
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System Flow and Load Parameters
Design Fc r °cak 60J yptl Maximum Influent Part cle ~fre 8 _ i'
cshmu~tcd Flo + A eiaye 400 gpd Max mum R ^D5 220 jmg.-L
Septic: Tank Capacity 1200 qal McXlrnUhl TSS 50 mq!L
6or Absc rphon ComponN t Size 600 11' Max.rrurn FOG 3C r.(j
Type of . Lrvda;e C~',ymer;l,e Maximum Fecal Ccl. form 1)E4 c1 r 10J mt.
Seance Fre uenc
Se:;fic and Pw,:: 3 TohK~ - Inspect andim service once every 3 year;
tt`luent Flter- Should frspect and clean a' least once every 3 year,
Pump and C:ndrols _ Iest once every 3 years
A:am SnoOd test monthly - - 1
Pressureys•.ern Laterals shnuld he'lushed anC pressure tested every 1.5 e/ ars
mtl Insp_ec( lur)undln and seepage once every 3 years
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P,fiscellaneous Construction and Materials Standards
I Obse:vaticn {naes Lira c:lutted and maleriats mnfrrm to Table SPS 384 30-1. have a watertight c:ai.
and are secured in as snown in the mound eumpunent manual
2. Dispersal cell aggregate corferrns to SPS 384 30 (6)(1). Wis Adn1. Cole.
3. All gravity acid pressure piping rnaienala CoMOrtn to the requirements in SPS 384. Wis. Ad.m C, .
4. Tillage of fit(,, hasat area is eccompiished wdh a nwk' noard cr chisel plow
The mu.;nd st-ue'u-e and olner disturhed areas will )e seeded and mulched tc c -evert ssi o rs
and help reduc•o, frost peretral ml
Lateral Trim-up Detail
Fimsned
Grade \ 06-8" Diameter Lawn - - Threaa d c e nn:tut
Sphnk. er valve F,ox Pn;I 5•a 11, r•
Distrbu,iwi
I ales!
45 Degree :'iU:f<i5 sa~rc
Diameter as Lalera
Protect: Gei_:ne=s 4 Gcnraom erlacetr enf -xuwnd _a,1,. c, of U