HomeMy WebLinkAbout002-1007-20-000
Wisconsin Cepa-tment of Ccmntercu PRIVATE SEWAGE SYSTEM County St. Croix
Safety e;nd Budding Cdvis on INSPECTION REPORT Sar ll Pe-t No 584796
(ATTACH TO PERMIT) Mate Plan ID Nc
GENERAL INFORMATION 2687040
Persona'! irformaton yc., orov,de may be used for seeordary purposes [Privaoy Law, s.'E.C4 1)il
"'ermit -elder'_ Name City Village Township Pa•cel Tax Nc BJ McCullock TOWN OF BALDWIN 002-1007-20-000
Secton'Towr'Rangell No
CST 3"d Elev. Insp = r.^ IBM Cescrpton: 0 ~ I / 04.29.16.55
TANK INFORMATION C) ELEVATION DATA
TYPE !,1ANUF Eft,'; v1 CAPACITY STATION BS HI FS ELEV.
Septic O~ Z ~W Benchrna n~Ve .Q~ q/
G'lZ~ x ~J { F U f
Dos rg AIt. Bbl
v
Awstron Bldg Sewer `z yr"` 7~ ~J
Inlet
V q JJ
Pt Outlet U ~ Li~
TANK SETBACK INFORMATION 7
TANK 7O W _ VJELL BLDG. Venc to Ai, Intake ROAD Dt Inlet 01rI
Septic t Dt Bottom 1 "2 , f J a L~ /
" r 1 ! v
Dosing , eaG"er.rP n. I J
3.3 I
Aeration Dist. Pipe 3 q 3_
Holding - _ _ _ ` Bot. System !
Final Grade 1
PUMPISIPHON INFORMATION
rer I q r
Manu`ac'.u Demand St Cov
~ v
Model NurnCer J Hrc Li ricNono stem Heatl TDH ain Length . C stto vdell SOIL ABSORPTIONSYSTEM N
PIT DIMENSIONS No Of Pits Inside Dia. / _rquid Cepth
BEDiTRENCH '.tiSr.Ih Length
DIMENSIONS i INC JtViiiill Of TsMCt'rtc
SETBACK SYSTEM TO bL1L P;L BLDG WELI LAKE/STREAM CHAMBEI ' NAarufacture•:
INFORMATION I p Of `Sy`sterr. y -7 r f~ UNIT Model Nurrner
V 'i
DISTRIBUTION SYSTEM 1~1 Il L M°f~ N
X oe Size x Hole Spacing 'vent to Air Intake
NCader~Manifald Dis:ribr.tir:•i 1 ~ ^ ~ r ~-l
J~In ' ' L / 1 J 'r 1 L
Pipes IUIY ~ t o
-ength_ C a Lef"gth Dia Spac
SOIL COVER X Pressure Systems Only xx Mound Or At-Grade Systems Only ff
Depth Over Depth Over xx Cepth of xx Seeced,Sodded
_I Ye4 J Nc
•i °rd'T ench 1 t' 7 r Yes I c
Bed!-Tench Center Edges ~ opsc 1 ~
Inspection #
COMMENTS, (Include. ode discrepencies, persons present, etc ' 1'! sI ,W w Inspection #2:
ion ~
Location: 1163 230TH ST .a/ M,
1 ) All SM Description =~v~^~ Mo~+ 1~ St~ru~: J• ~S~ItI~ P~ " QQ
2.} Bldg sewer length
- amount of cover =
°11,1 0~ CbVc,~ DI` G~\ ~~L `~~vM11J~i t ~
I l
Plan "ev sion Required? Yes 24,410
Jse other side for additional informatio Ins o 's Siena re Ce No.
Da
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i M Fr f w ~ 1 t't!
F , .
Sa'7ety and d..lldings .:Iv.s;on St. Croix
1a X01 VV Wasning-rr F Yi 7162
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30K Spruce rive ,.tl
NW 4
Woodvillc , W1 554028 5_~i.15-11329 uac,•u:'
It. fppe of RuildinL Ichccl, all 111111 appk 1 l •'I '
U his proposed c~'S eln II 1cr\ c one J edpwm
residential home. :;I••~i = V A~(`~~j
r
inher - ,,i
33 Billd%\ Ill
Ill. 1I Ise of Permit: 1( heel, ont\ one hn\ nn line 1. ('omplete line R if.lpplicahlr)
\ 1.11 tii .:ir, It:plaartcn. ❑n rc,rri.u: ll.• t n;_ : t 4 l.: Ylantat, i tnt~ -
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\ . Uirper.111 1 rCJ inenl \rcv Information:
I:: •.i -Ln, .t•:•I 1h•, r:n 1.n -11 pIl: Jll. ll t;.Aa :r J•li ) 1%t=~:n31 1f:a li.,l1 t" 1 22,
I-.1 ,r:.. P-rzl I •.i ' I„ a 'I r
60o pd
.74
X I. All I Info (ap.l:i:•. ut ;.:I \11. u:.::r.ac.
• - -
W d(VALD
septic Tank 1► 700 I is BI
nrk
Li ,l Took (11) l (~.c\\ i; B i ork HA
\ 11. Rerpnn%ibilila slateincnl- I, the andcr.ivnad. 1%%wew_rv%jif n-ihilit% Joe iu~ 111atj`it Ili the Prl\\ 15 rhr•ur -I, live :1112ched plan..
I'Iw-l k'- , .arnr , •rtn. I'lu~r r'--\ P MI I.:tittt,,t'I„, , I c \u nhcr
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I .e\\ i" Itio k -75'1976 7 15 -
-
Ilur^)k• , 1;1.!r~•, I. (11~ ~IaY i i~ I r,J.
:?R 18 CO Llntti Road F NIeno1 ionie. 1 ~4 1
\ Ill. •nunt\!Ilepartment 1'.e Onl%
y~i ' •.n I~.'.nru r'T+rnul ~~1 T
IX. Cundi
Sept" $ . sTr"Art t f~~ c f Dis)3ppru1111 / i~c rte J p
dMper-ttiiyfrrlt ce* r vjm TTelllOt P¢! rtfilryts r gL (•,a / / ~~y Qw
rN per maralgemont plan prondad by plurtoa• I /ill,. ( Ladt !
2. -AI samlirl regtitowwwI is OwAt be mwrvtf wd `
as pr appicalbla code ! crrlrwloas. \J r n
vC101 i Wl .~~GeS.rSJi
tilt. )-h.t4;l 1 fl 11 I l i
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1,\ Brit = 100'
l~ 5 r,L4
FTa Sl: ti :V RY SEQ'I:~E5
1654' N RANCH RD
Yy,;AR[) vI _i4E4 -°_4b:
P $ http 'ds~s :r 30'x• ?ror_ ans:ircus:~+ servlLes
7 JY.YAw'SLOnS.r 30v
` Scutt Walker. Governor
- Cave Ross. Secretary
I F \k IS C B, (IRK ZON1\61
_ilk IS 11 IOKK ;-LC i T Ck< )I\ COT "N 1 Y
1_"-I'I8((_j N I Y R(1AD F II:I ('AfLtiTIC:;.1!:L K[)
\'1:\w 1VONIr '11 [ :)SO\ :Vi 514116-
('(ril)l FIONAL APPRON AT
l,ictiticat:.~:: \Lnlhers
ITXN APPRON Al. I FIRES: OF 05.20 18
-
Transaction FD No. 268-040 CO►101 ''lI
`I ff Sitc ID \n. 822439 r
P:e s: r, ter a, r.,nil i_:u;t.cat:or. r.urlber AF's
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\1lundCuin7-wTcrl: \1nnu:i -'1'e. 1), SBD 069 -P (N.0I f!I, R :O 1, 1, P-Cecur: Di'~tr77_tion Ccr-1rCntn: M1naJ.
R Ili 1=t.SS'.ti\a' Puh 9.6: IA'110•11 I-] 1--t
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a^d holed in acccrdan:e 11'ith the :lrprove,l p n; :ind with ar, corlpcnent rlarJJal lr:i'-cniCC Jbuv:.
T'he n1.n r. a: d^ti-led i•t _hapter 101 O1. %k iscomin `t1'ute!7, i~- :'e5roll~;il):r l0[ u•:nl+:..n.c 7111 U': c h> V
requireinent
\o ler sor 1:t3+ C1wi.Y.C "n ~,r A- at - lll[71h111._ I'1 r.,e >UCC WIICS., ll: ISed '1) CO h% the JrpJrn:ent r ! ~~.(~r'•
Jilt.
nh. lP~ 11\1'1'1! i''lilli J': ~.l'a[I 1,. 'll~t •.l :r Crt. Tf'ii'I,. rl U` ..'ti:a~Id'll'[1 :.I1C I!r10, 10 UICU; .:;I11 1.>.
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• 1:1 tl'c .:i'nI Ili, :1'., 'S t" c?"' lli' -..rl .11 ,.:l I:ti C 'r1'.p•_~!lc-' Inart:; n?a..Unctxr': -•Il io CIC•J!. 1 11CJil~'
ha,-ani the prU'crN c\kr.,I 111JJ.the orriJ'.~_---rc% 1'1111' as IICi~I"Ii~C_ ti CIIt ajlpl,)1 Cd pall., lIl d;l fl,''1, ' 1:
UN411°f must insure that 'h::.'t'cr:?'.i1>n- In.,:rten:rlce in:j•;Tl.?IlCI'l;Il~ 2utle, is CIC:i r.h..1 III J_~11,1r1 111 c?t .i1C
riounr.:l)mno-leni nlaIlLa..:.. cnrr~li, t :'th C01", ct:h! I:1t0r't1J:10n 111J', I•L c•1 I:•• the :..1r. r I p.,n
COMPlrtlon Jt the rok:':'.
• ticc corre: rior.s ir. red .'r, th; : LJn
ink
• ('are- r1U.sl !-:.akcn to rrz.cr , '.1e htn.h rr.ai'F' At.-in ci'n,,-n,: r 'r or ,,..'I.. h.. r 'r t,, 1-:,v,
r
Reminder
• '1C im -i xi.in cl it-.e 111ULnC: „'..in'ut.-l ''C ;o. h tha- the i 2"lZeti1 1111T.r;'Ji i!II JrlCa t: ~ 'o'. IhC 'Ural~~
C,,rt,).Ir fe- SPS lia:-,
1 m•t acriv:;ieti in :he area I bu1 un:1 the do,,%-1 slop: edge of t`le n:oLnd pcr NTou:ul Cotnr.onc:nt %Lx_;_l.
• .LrtJ~C 1,U'c:-,1ra1t'.T:C SF;:.he .:Ix L: -,d '-x-1 :-e j!e'Tn 17','A Per \1i'U:1.T l.i1n:i~O-Ie71 \IJI1L.-I.
1 i- Ali :F, i'i_::. - I~•
• a.:ria] >h.111 conQ nn to the r:: ul-er-er.-s o SM ;5.:
. M ir.rain wv,! and ti merline :;et hac<; per SI'S ? 5±. l n;. t_,,•ls11t th_ l), r n: \alu al Res: unxc 11,i
,%:1I 3'1:1 &.1i:r re1-1a13toom and exception..
A Cop) of 0-C arprov , p[ ..1r•5. ~p:Ci:ll'aal'il: ar.J thlY 1,,n or >h71l % on- iLz dJ:.II} cull ~tl-.ll'.lon .'.:1d opol to
mpc~:ii~n z1r_huriTC::. reprc:cr;~tisc. n=the J~p7rtn',ent. 11ir;:h nab irclud: loaf. in:Fcc:,•r:: :11::::nr.i::
required h1 die sax or the lock rrt:^Irlf?:1i1'. • -L11 1-: ?_'t31ll.d ~rlCr t n rti r,'~"n; rll .
constnlcti,urimta::alioa oiler ,ion
n aartirg S .:ppnAA the Dn 4i.ln r. WOW-- Ccr; r. it co -_q,.rrc ,-r 24ol..1
condIions an,e MAin!t LhJ.'I :IC~CS:w , tJr CO•.1c COMP; IatIJ: VS ['cr :1.aa •i1t.• 1:! 1 1 _'i notl"In. I'1 :ni% ri %i. N%
Shall rehme U'2 designer n' the ray wlsii ilia: 1br de:; *11n a -:lt. hjil.:n_. ~truct~:e. or Cow.p.,neta.
[ngtar'.e,~ :om:,~mrl£ thi1 .:Jr'e> 011.1et1;_ my- he mild: to r'2 X Me Lake 0ne nanlher ii ird i't'In, ;Ir at :he addmv
on this Icttcr'lcad
Fh: c:1.low lcl: adlres~ce s1v7l' rro% idr a cn:~t of :hr, letter and the P(1W1 1nan,l"n m nUL l0 dw v" I:Cr and any
other> :1.[';i! are r,-por.~ih.c t<+- :`tc ir::;lalla:i(r.. at ion or rt%i7nr:'71:.nct n li'c PM1 F~
Fee :qui:ed S 25ilJ 0 -
I ~ I
ill Be Imolceull.
:then `."nu IZ:LCl1•C -flat [r%oiie.
Pleas: a C'opk ;Pith
Pat ,:ia Shandid' pgrrrnt SurMM-11
1'i "TS Plan Rp b" ur . 1 K isi1? I Swum :S\1:'.R : code 75: ?
Fa.., J1501:4110 .`.1-F 8 00 0rl:. .t5h.n-.
I
,r. ~1 .'Ci.i;i •t. r,_ :ti 1 . \ i~••ndm - F141 1 1'u arl i u -k ± r 1 r:1
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t ; sef-ac's in e~ cPli:m~.
}'t ~.:ht ZPPr V:j P.--,S. " _-.:1:3G• •:L 3. t j,, le::-. .:.cll. on-•Ilc .^.L:.-ILt C•ORS 11C7i7r 071:. l:
ul>:~e :,oc t- autho:iz_. o: tae Depx-rem. wh:J r:at :n:iudt 'O, Ia L-1s-:..,.. ~
-equ:rcd m ti{: stag nr U1C lvc::! r1Ul.1,1.:laal s=:al} o'7.ail : o::c ro yea ea,en: i
:o-Lti: L:ctinn i-1s-2llaT.aLO:+:-ar,r
Ic Lr:Jt:.n_ t t:5 apprc,vai the D:~°.SIJl C to 11-
n1:.1UT1` 1. - C18~.i1:L [101:1 ACC--3 ;U-t f,_. C.,d: A -;m . C _ ~ I, nc{C;IIg-
?het' r_ii:t: :i_ci-ner o tn: rz!gvn+ini' n fo- _u::ure. o:
)ngUV1PS : ^nCf.TclnC [C f C~Te:F IP.i.P 1Ge I113V r: t1 l e a: i71. »ICIlb:,71'.' f?_::'I:.f i. tt:I-, i e ]_:'_i t
On lPG ttt.. bC3.4
nit abCNt !ell stall P'ovi& a cD*-, oftr--s ,e:,er ant :h° F'o%k L: c:{. JL~- aP%
.th°r5 w-L-o aT- 'eS~QR51.le for the :r_.a;1a:ion. ?T Muter=rice t'1C r' 1
Jam' T` i, Amo_T,: 1i Ise
F']u_•. kc'u"t- a Cart *~k'itf,
Lric:u L SL:.lldK Tln-, ren: "~UhT-1 ULL
->t-,WTS P:dr. ~LAC . I-~4t1~ia'.. 11V,A:%' T.:i3C:
:,at Shan. ao7 : xiczo•r.::::.
EJ'..lnATJ'-..7'.',~..=._'A'31:',
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Re=icaenti :r ppii or
INDEX AND TITLE PAGE
Prpiept Name: 3.1 mcC.illock- New Mound Desien
Owner's Narre bi MCCO,cuk
Owner's Address 308 Spruce drive -
Woddville Wl 54028
.5-505-032G -
ega' Desch:)tirxi SW NW 4 29 16 `TJ
t
I ownshio. Baldwin
Go T-,ly St. Crcix
Subdivision Nan-e. Pa't of > 5 acres
r r
_ i
Lct Nur-,ber: block Number
( 1
Parcel I.C NUmDer
Plan ,ansactio i Igo.: -
Page ' Index and t tie
page 2 Data ertri
Page 3 Mound arawings
Page A Lateral and dose tack
'age 5 Systern maintenance scecit:ca.iors
Pace 5 Management and cont ngency parr
Page 7 Pump curve and spec-it cations
Page 5 Plot
Page 9 p of p an'egerd
Page 1 C Attchments Effluent filter r septic & dose tacks rmanhole
Page 1 Sol' report
Des gner. Levi s 9jork License Number: 253976
Phcn2 Number. 5-231-7315
Date. 030
SiGnatire
Designed Pursuant to the
Mouno Crmponew Manual `07 °J'dJT3 Version 2 C 3D13-' 0691-i' N. C1i01;, and both
STAIMP °ub.ication 9 6 Jesig^ or Pressurc Distribution Networks for SI -SAS (0 rat) and
Pressure Distribution Cumoorert Manua. "er 2.0 SBD-10706-P (N- 01101)
gage of ? 1
Version 0 R. '03120121
Mound and Pressure Distribution Component Design
Site Information
N to Sorc `1 rD ralruiaauris assume a
C, r r' Resident at or GGrrrme'Gla CeSlg'~ i T3::re 3a' 44-3 r:-s~t~. sod trkza-rt'erl f.-
r 400.pp1 Estimated W11as;ewate Flow (ypd; 'erai c,iijorn of 36 -nc`es
1,50 Pea<ing > ac'or ie is - 150 .o: L
E00.OC Design Flour (5pd;v
1 4.041 Ste 51oae 1
91.30] Contour L no Eievation (ftl
13.00 Death to Lim Inc Factor n;
0.60.. In-stu Soil Aopl'catior Rate gpc;ft`i
Distribution Cell Information a ~L Cell `,Nidth (ft)
133.01Y Ulspersal Cell Leng`t, A cng Contour ;ft; _
r- oo C'soersa Cell Design Loading Rate ;god.ft`1
j 1 Inf'uen' Wastewate- Quaiq c'r 2) Are the 'ate,a s tie h'ghest Dorn!
in the cisilftu-ion y
retwork'' ~rter 'r :r N
Pressure Disribution Information
Gi Cmwer or End Manifolc
E '
226 Late-at Spacing ;ft; If N above, enter 1.1"e a evatlcn (ft'.
4' N.iriber cf Laterals of the hignes' pcirt. ,
0.156 nrfice Dameter {ir1
L 5.251 C~1 n oted Orifice Spacing (h) - 56 ft`ior five
2.00 Forcerrair, Ciameter (in i
Does the forcer-air drain back? _ Y
r 40.00 Force rain Lengtn (f-,)
,.ter ^r
86.00 Pump Tank Etevat cn ;ft
4-55 Svslem Head (:`t; x 1 3 0 52 Fcrcer*ain Dra~~iback (ga')
1:;I `Jertical t i" if,) 53.7 g 5x VDd Vol--ire lqa'
-j 58( Fnctlon Loss 90 31 'L'ir,imum lXse volume (gal)
0.00 In-fine Filte' Loss if) 28 ;Wl System demand icpm}
f 12737- i Dial D'yna,nic Head ift':
Lateral Diameter Selection Manifold Diameter Selection
in dia oaUora :hcice
in lia cpt ons choice
x x
0 J x -
1.00
1 2 5 x x 2 0C
3.00 - -
^ 5C X - -
00
x
Gallo_nslinch Calculator cotcr,a':
Total Tark Capacitv (ga.
Treatment Tank Information -4
fotal Working Liquid Dep't•, (inI
i 1400 301 Jeptic TanK Capari'.y (~a!1 '~ir (ente' result in ce l 849;
'Lewis 131o~K-LL'C Mani jaMWIF ga
Dose Tank Information Effluent Filter Information
?OC.30 Dose rark Capacity (gal) orence Filter Manufacturer
Filter Madei clureer
1 55 Dose tank Volume ig2rn; Bie-•i•t;e -
1, Lewis 21)ork LLC Manufacturer
Page 2 of 1'.
P oicct BJ MCCu11oCk . New Mcunc Design
Mound Plan and Cross Section Views -
• 11 Ej cc-se,:at r.r -'toe T ~ I - J
A
Lj -
Mound Component Dimensions
E H
~1 4b , L _ 1: rt
1~-- E-5niff"
A 4
r P 24 ~4, f;
ft L
D 23 Oqjir G L -C 52
P2 .28 38 IjI2) Basal Area Available
g3 -ft-1 D,soelsal Cell Area 1 ?p `*1 ;110 f3 Obs. r=ide P'a emery'
51~(aFd:'f;) L nea' Loadir;g Rate
Mound Cross Section View
ArJcregat? 'JispPrSal ~~re~
Fin shed Grade G
a3 2 (rl La'eral
Dist r`a' C Invert
93 22 jt',
t~`C
Dispe'sa Cell
i
Llevation
+ ~ ~ a
(aj 91 30 Cortour Elevat on
d ,`IOr.P Geotextlle Febrc lover
i r See lateral details on
Shading Key Dispersal Cell T Page 4 for cumber, sw .
I OFSol, Cap o r I o f and saae'rry of laterals
a ais are euually
u+ o t~ ` _a±e:
l Suoscil
F spaced tro,n .hP
1 G35 ~
.A STM Sa n tl -
_ I I H 1 ro ca' Ldt r~' I ciS,nnrrtion cell's
tt•e
Tilled Layer ` _ L~r 1
centerline i-
qgg-egate
na.ae 3 of 1 1
p'~ EC: BJ UIcc j,lock - New Mcund Uesign
Center Connection Lateral Layout Diagram
T, init. M yC !-J f
i
'rl QII r
Ni.-urs a'or:._r ,air
11 r
Turn LF' mlrr,t••ar•re.r 1 X-~~ I y' y'I typ.
ak^IB :,:JA
aaaru",:o LQ
to t ;rr at4
H..es driu>i ,r ba Si
Orifice Diameter 0.156' in
Nu roer rf Laterals 4 5 26 ft
Latefa. Drarneter 1.25 in Orifice Spacing i X} , 3
05 -r r Orifces per Latera-
-ateral Leng't• (P) Onhce Densrrv 11 5F f ,orrice
Lateral Spacing iSi 226 f' 2,26 ft
7 00 gprT~ Marrito d Lengtn 25 in
Latera' Ftov; Rate Man fcld Diameter
Systerr Flora Rate 26 00 gprr =
1?_.OJft Fxcemarn Velocity 2.@0 .rsec
Total Dynam c l lead
Dose Tank Information t L•,~,a ;~1ier w, tr :varnrry
rat>ei and rock rg devif•.e and I
;ea,eC v;aterticht
rlecb,r_ai a.; Pei VEC 10C am 4 c, •nil
-l
SPS i 30 lNAC Crsc_nnAC
E Aliarnate oLtlet
1 ( :~ra-ion
-ark cor,oonent s uiucer ven?ed
~orce•rarn dran,rter
rj 2 in.
Lew s R orLL~~ Manufacturer
Capaclb , QO.OG Gal'cns ! I ~
Vo umi' ' 18 85 gaUinch h heev role cr anti
0j I I I siphon dev zt:
Dches Ga'Iors
23.52 443.30 _
A _ Pump ^H elevation ,fli 11
2.00 3; r 4- dl~ ! 14 , i_ 36.56
L 4 62, 67 05
L, 7 701 131 g5 D
.---rte
TOtal 3 r '.4 700 OGJ 1 I C^sz tark elevation `t?
t
=6C
3B datng L.r er tank
- - Note SvatcneA
Ala -m Vanuafacturer SJE-Rcrii r,_ u y
corta:rnr :1 r
q'arm h4oael Number 520-OC2A - ray. r,o-, be u . C, 11
"i; syster*.
Pump Manufacturer ~rZo_hler
Pump Model Numbe
2 IC gom at 12 02 ft TCH
Pump Must Deliver
Page 4 of 1
Project t3J McCuilock - Ne:a: Mcund Des'gn
Mound System Maintenance and Operation Specifications
Service Provicer's Name I Lews Bork LLC Phcne. 715-231-1375
POD^JTS R2gulau)r s 'varre st Croix CCU-1,Y - Phone 7' S 366-x!680
System Flow and Load Parameters
Design -low - Peak 60-0 god raaximurn Influent Particle Size Say in
Fstirnated Flow - Average 4U0 gpd Maximum BOnS 220 mg)L
Seotic-ark Cauacity 14CC gal Maximum TSS 150 mg;L
Scil Absorp-icn Cornponen: Size 500 ft- Maximum FOG 30 mgrL
(ype 0 + - Maxirit.ni Fecal ;clifc7r,i ~10E4 cfij!IC0 m'_
.^Jastewat?• ~ omes.ic. Service Frequency
Sept c and P_imli Tark Insect ane-cr se,vice once every 3 -years
Effluent Filter Jand mean a: least once every 3 • eay rs
Pt.mp and Contrclsr `cst orur: every 3 years
A arm- Sl,cu d test rnorthly
Pressure Systern Laterals shou d be flushed and oressure tested every 1-5 ears
Mound insper:t for oondw and seepage once every 3 years
-ew'is 8),k for Punning
Miscellaneous Construction. and Materials Standards
1 Observatio- pipes are slotted anc materials conform to Table SIPS 384 30 nave a water~ght cap
and a"e serured in as st-cwn in the mound corrpnnert manual
2 D suersal ce l acgrecate conforms to SPS 384 3C i6)( i Wis. Adm Caoe.
3 All gravity and pressure oip ng materials conform .o the re-gm•Pments in SIPS 384 W'rs Adm Code
4 Tillage cf the basal area s accompiished :vitn a mold board or chisel plow
5 The mcuna structure and other d sturbec areas wi,l be seeded and mulched to prevent soil erosion
and help reduce fres: pene:ra: nn
Lateral Turn-up Detail
Fin s`ied
G•ade
f ICIJJ t _ Tf,readed Cleanou:
B-8" Dlame:er awr Plug or 63I `Valve
Sprinkler Valve Hcx
Distrioutk)n
Late a !_cng Sweep 90 or Two
" 4t: Deg'ee Bencs Same
D ametei as Lateral
Page 5 of 11
nrciect gJ Mc;,uilock- Nev., Mounc Cesign
Mound System Management Plan
Pursuant to SPS 363.54, Wis. Adm. Code
ncrvl r u^Tr^--
•til`. ~~J IS Ain 'OGF !r•0 snnl' r1a rta r' U acoo'•.:. F
••r ~
Tray. syster^ sr 31 he 2Gttat. r arf^manc r•nc
n-gnuals ;5t9L'-1rc9'.-P tf. 01-U' S: Wff•F1 f J-r•_~1-em g 3 1 arc 7.s••+t•,lir,~ .c^Tponenl Mama
1 an enanoe o0
rN. 01'01 land Local n' St2te tJtos rerta,n:ry .4 svsterr rt'lalntenance are
No lne SncLkl eve' enter a s=pt z of r l'np tar•k sinra aangerOU`• uses -'19y • e. nresent -flat C-mild causE d?a-
~ ,1__. ~dr'1 C.r:-:e vvnen a•e tangy=
Septtr, and pu'np t3nK abando'rrer ;tia I CE t• accordarce oitr SP., o~
Ihj rrs cert^crent s hrness and scuraness ltr,:eSS oPet' tig Sestic or pump tan{ rrarhole users access rise s and covers sl'r,(~umP2twxcttserv+c=Nanny ocertng deenPrl
t nscund riefectvE
,tse,J for service aril zssessrnent seal be Sea ea watcrrrth' upurt :he `
subter' -o fatiure must be roplact4c Exposed access open rce greater-Pan r .nos 'r ctame'e' shall to ie'~UrPd by ar effect v9 RX:k r':
nevic a tc prevert acctde cat Or .tn3tthe- Leo ,)try rnfe a tick o' Comocn?,i
Septic Tank
Tne secnc tax ;hall ce r tdrnar"e i N-h JIy' .yJ'e Awl Cods` T,e nreratngs and bCsr of the. sa itC lank nna " t~~fite' S al to
t.,nk Out NR 1 be disposed of in 3cc:orren;.e ~
assesses at least once cv-r/'. yeas oy nscedtcr
The ut.fet fttl?r shall be rleaned as teccssary 'o ersute proper spur,',),) 1 ne Fire- cart-idge should not bu rerinved unless Frnvrs c r-5
nlth an ata-m
;
are made to ratnln so ids r tr.e tank the: Tdy s.nugh of' he f her weer toro.'ed ~="r' '`s enrlosJ'e If t" f tier is pct tP •d !14 Filter shal be servcec t ttiu ala'm is acts
ted tertinuousty Interrtt.ert tte• ala'm', rcay rclcate s"rce `lows r an rtreth 3C,
continuous warn r c•f ,Lid The sept r_ tOnK snal r.avu _n,ter•is r.,rover, :vner the vn Erne 0l sluage and icuM r he tank excPeO 1: ate xlvlse '•1e owns f tr.e
i-me _ark 11 .he c-_rtei, 0` the tack are r0, icrr,vLm at :he bn1c CI n tnerrlei ~`-'`•PSSmerl -ratYenance pe
:,ner the -text >ervic* reed-, :O Ills ^.er`orrn8 t0 m4 rta,r eSi 113r maxlr-It-m scJT a,-a slJde4e a"Un't.lation r the tank.
The addition cf h•21ogtcal or ;heTtcal add live; to enha Ice ea-pt c tan-, perfl'rlancv s cje.rerally nOt re.(WIT(i However I' such
:;rod(c1S are .iced they shat! Ut ~,ocInvec +ur ;ua:r_ -anti use c:;' t,a r)evath-,e r cf Cu(-nnerce
Pump Tank •n zjmo ,dos,rgl tank steel, be spected at rrce ever: 3 yea's a I s.v t•'hes @113-r- and pumps Shat Le -estwf J:: refry pf rPr
it 4PrJ'ced as
ape, r cr it a•1 ctlJert r fe- ,s ri,ta'ed v t'1 r '.ne to 1, 1 steal. Ili: i ispPCtec a',
Mound and Pressure Distribution System
5 -na•: be rrzCr a'pU'id "1e r'n.lnc s J_r riP•er 3rn) the TGL'C aha I
Nn!-ees ~r shr.i:s 3f c t:.l ,rtr:C on the n•n,m[' PianUng
=_.ee-ded arO'r-,J,`.ne0 as recft, a.v+:r-. ,)-evert :,o°i~ r arn.1c p ov:de ?or-le P(1'P-r of, `'or 'rost peretraOor- Taff c tut'1e• 1•,ar for
r to t m2y flrnde• aerat sr• of *he tnfatranve ;•J-"ace wr:ru,
rl.urr- vegetative mainteinat on ;he te wi nut ecarlrrerded s ne'ratlcr vCo rwpatfre' rlstaila'tons tDCtober-feb•uay: drr'ate lFot the
aid snow cn.^.'npaCt~un it) the wala e' wt I :.*r _•nn•P frOSt pe V
n-nt.nd ce heavily muiCned as protect,nr'rcm he~z ro
Irfl.rert qual ty Oo Ire mound sys•err may .1-t ax-aed 220 rry; l 50C.. • ~G rng.t IF SS. ar- 30 rrg'L FCt; fot sepuc :ark effluent o'
rg;t 30D 3U -ng;t TSS 1:: mg,l =0G a^:: '0' ' fu nq •n_ f-r hlgn y sexed Pf luerl .nfit-eh: fws+- may •1d_ exceed r,a ci rum dp% yr •'ow
srec tied in the nerrnt[ tw .iris installavon n rt at U end of each ate'al, ar: 't tt ~~Tr'tt met that each kttera+ be
the pressJre ~tistnbut Grp ;yste'n s crovtdc. •Nrh a'IUShi•i~ p
tR mcr:ns :vl lsr a uress.re test s Jrfo med it srou':a be^compacen'nlt8 initia tpnn
flacrec of accJ'nutated sGltds at least once ever'
when rte sys-em was ,)stalled',- oetlsrrixe ' office "nggitig r"as occarrec and f wi'ice C .3rinq is reoured'n a
VAIN,) the drszersal cell
Observab::r p pr` within t re cisoe'sal cell shag be checke^ 'Or a`Lue-lt vordrnq Pondulg'eve: sia I, i r' ed to the varier. arL a,)-,
IC,vets ar:eve 5 rncoes -onsida-ed as -r rinercrr: 1- viriulic fat cr_ rPqui•+ng aodrtn •a r-lu•e • Pq.
COntau silty Plan ,~p s ;•P.T r
If'n2 septic 'auk r any of tt = nil; cre' :~'•??'-'^me d0cectiv- •ne tank _r ^nrcCr rt !1-:0 be .epa red or rep aced in keep' Y
re ecbve l'1 deter rue v~rporen tsr 51'all he r-l ncd a:ely
Cro ;er operating con.'.tt or,
If ire dta rg -ark, pump pi rp cort•o`s ilarr-1 or related wrtnq becomes
_•patred c1 Itfplaced wit' a con-pGnent o' -ne fiar1e or ecua, perfo"'-lance
If ttiP mCL71d :orpnnen- fads ro r(rt:epr •.vas4ewa1Pr of t•egms to d SCfS'~= wastawx'ef -.0 the: r-,Lrul vrGogged wX oe rerair d stsoersal
_pIJ:.PA In 'ts P e`+ent cca?ion by r•ore 3S rc Jisal area Ir toe leakage. OCCJ•s 6r by - f oPE atl'1COndC or
red'a, are -e zted pin rc are r_ptaunq said c_r,n,:arts as deem.rd nece5sarw to br ry :he goterr mic' Prope q
See Pace t of this r.lan to D1o nave arc -e1e_rore nJ'11ber of your Gca+ POINTE regul3:or and sere ce pmvtdet
Pretreatment Units
Fie irfcirration sr.c snhedJ e o; r,d'v'ase rEr-aro rlairl2ranus -,f ]'P.'reatl'IC nt dov?Ces suer. a; aerobic treatment Jntts r?'
„gyp ror 5lpCrer; ;13r'. nverai •naragement pla•1 for tits System
.j s -{e~yt,Or. i ruts are c!la~hPd as SeUdia!^_ d^-.:'Ten's d'1,
Pays 6 of I 1
PrujE;Ct
w
F- PUMP PERFORMANCE CURVE
Lu L" A r 153
MODEL ,5 111521
14 45 153 3 i
j
12 40 I
o ' 35
X52
= 1Q I
Z a _i 151 1
!
0 6 24 1 i
2 i
15
I
f r Jn 90 5i'l
60
1 .v 20
GALLONS 1 V20 38G
20G 240 28C'
1!~y
yt~YP
LfTERS iG 40 80 120
`LC)vV PER MINUTL
7 O-B
PIL
o3 a4 _
"1_2 7
` Ohm
p~oro5~~
~4 Sit
tierJnE.
I
i
100
c 39 7
oz- t_o_
Plot Plan Legend
1) Building sewer > 30' of building drain (home) has > 42"
cover where snow is not removed .
2) Schedule 40 PVC entering and exiting concrete tanks.
3) Precast concrete septic tanks.
4) Effluent filter location
5) 24" Tuff Tight riser system brought min 4" above
surrounding grade.
6) 2" sch 40 pvc force main pipe
7)24 " plastic Tuff Tight dome covers with safety cover
screwed down as securement devise.
8) Vent - Inspections
9)Treatment -dispersal cell/cells
10) All wiring and electrical wiring materials per code
McCullock 8-10