HomeMy WebLinkAbout032-2033-60-050 (3)
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PRIVATE SEWAGE SYSTEM ounty St. Croix
5?fcty and 8.i ding ~rnso"
INSPECTION REPORT Snn mr; vninnl
615326
GENERAL INFORMATION (ATTACU TO PtK`dll; Sate Pan ID tic
~crsona -%rrat-nn yc.. ~pvcc r-ey It used for sem-tlar,purposau Laat s. `..C4
I'en^I HOWm'x Nan'e (:Pr '.111ayr 'van :h :o Panel 'ax NO.
Nicole Knowles TOWN OF SOMERSET 032-2033-60-050
J5T Bf.1 clev In:;p GfJ e nv at.1 Ces['ol an $cgic^;TCwnlRanpa'hrap Plc'.
09.30.19.599A-20
TANK INFORMATION ELEVATION DATA
TYPF MANIJ• AC I -RLP --A'A-- TY S-AT ON BS ^I FS I F,V
Septic Reaof•n'ark
Dosing At HIV
Aeration R cg Sevre
Holding SlIHt Infer
SoHt Ou:Iet
TANK SETBACK INFORMATION
LANK 'O PrL ...LL OLU3. -,LC An 1, Ia•:e ROAD Di Inlet
Sept C Dt BOIICn•
Dosing Hti.
Aeration CIST Pipe
Hol;tin; Do: System
Final Grade
PUMPISIPHON INFORMATION
Ma9dfacti Durn-nu S: Cover
CJ'DA
Model Numoor
1011 Lill 6,iuhon Lass Sys!crn Hoed TCH FI
Forceri Lergtr ":ia ]k-I Ic "Neii
SOIL ABSORPTION SYSTEM
BEWTRENCH I euJln No Of Trn-c-e> PIT DIMENSIONS N,-, r; I'rs D'a C110 Depl^
DIMENSIONS
nafactarcr.
SETBACK SYSl F lvl 10 PiL BLDG :rL'~ LAKE:S~RFWai LEACIIING Ma
INFORMATION CHAMBER OR
''P- 0' Sys:en'' UNIT Mc.cl hl.rcor.
DISTRIBUTION SYSTEM
Jrear-rtt.lamfold Gislunblen x ilule 3vn x H Ie °pacing 'dent lu Ar 1, I. k,,
19pe',s;
- "t, 7ia I onpt" C2r :parinq
SOIL COVER X Prossuro Systems Only xx Mound Or At-Grado Systems Only
Uerlh Ovrr ier'h O':ar r. CeP'h of ndm:rE:rJde.: K' NuPOhm
tle r,_ ..,te'
Vcs N:r N'.
COMMENTS: Ihclude code uncrepe•iclcs. ~e'sons a ezent etc) i'ISFe::Gon #1 Irspi #2
Location: •6cg 66TH ST
1 1 All RM Desorption =
7 1 F1,19 sewer length =
- ar•Ioi of cover =
r.nr revia on Req.I red? Yes INC
-er oho' Side for addrm•m m'orna6r IT
Cate lese::ors Signatu'c .:e•I Nc
t-J Industry Services Divison v < relx
? D $ 1400 \Nashmgton Ave
p °.U. BOX 7162 srlmlan Pcnnr. \umMr Ito b, IiIkJ m by 0).l
$ Madlson. V1JI - U1 -11.62
'J`t,ao :
nppliCati Vulic
In e:: u. Jane: uu V'Qtlttli y L4~?.;L : Cdr.~i a1 . nt .111", 1.on h. appmp .rnmc n
wq,mod p', 111 11111112 r1r nw I'r Iu t11. IKIA1'U bnullcd"I
the Ihpanmel 1 I ~It h rd I. -I Ii l' III i 11 1;1, "1',; lot iJe nn: ht Is 6:11 z- d" I r cd Addle, I,fdolircnl them mailing addI
u')."P I'.I lcc r~],IIn. C,vdi Ill fI%-,I1 .1 1,111:12
A Ilieatinn Infer t - Pleasr PrintAll Inri ` n n iL
f.ormaati tion ✓(9 _
Proln"V I lytncl'. X,c11 1 Pwa vi n
Niwk' Knoule, 0_c, ?pl3.hp-0SO Cq,. o , 11, S11 -ao
Prupen7 (n ncr's Mailing AJdre„ Propene Ltxation -f
IWO Sn" ViTec•t
Gm1. l of
Cit.. Statc Zp Code phone Number N\\' NC I,., Sccl;m 09
VoOA`r,d N 1 G,((ht ki~lfzlc otic)
II. I vpe of Building (check all that apply) - (o: R - -
❑ : ! I emily It,>t'IIm~ ♦ur het m Rcwuemn 7 't Suhdixision Namc
6
Punl1:'Coottoaclal W,> rba• k a~ (~Y~~~ mock n
n
❑ 11211 u„ntd [>,•,a:b, I',,c
/ - ❑ \laage of
Z .Y 7 • rlV //>O✓ •`Q C Val lv P, T9 ❑ l($wn Ill' Sunlrlct
1 III. Tx re Yhrck only one box on line (bmpletr line R if applicable)+ y.
\ S.,ICm icpla,.CII S•>tan ❑ I rcalwenb i loldmg lank Heplacanal )ik ❑Other Nloeh hcaenn to lixtinng Sy>Icm(explain)
B f':nnu Ke n:ud ❑ :`u nw Kct i>um ❑ I. hvgi: of I'emla Trlm,fer to Ncu [,I.%( Prcxious 1`emal Number and Dale issued
Fcl.ac FxI :al ~n Mumbo nvr
I\'. I xpr u(I'(rib I N Sy nlcm.'CungwncntDcv ice 1( heck all that appl~1_.-- - O•yN off. ✓ l "7 -r_-
❑ \um ,'1r,.,a u,d ImOnm :J lr-, IT:,.unrrJ In-6nnmd ❑ At4l c 0 hbwnJ . 24 in ul ,unahic xnl xluund Za in. of >mWhlC Soil
Iu:Ji w Link ❑ : i h: fli.pcr,:d l nmpor" t',c>P1:11111 F'n'ucalm' 1(Gl-
\ Dlslrtnul:'frrl nrrnl AIrd Inf_ullitat :
- -
xrnl. iy,d~ a I nSai lpFh ¢n ,,nftcn.J !\Ilur ltequued'ii U Mr. al .fecal op.t>eJ isll A>Ipu l-.ICVlahm
.u YYY Kn 1 pJd •.II H<5 9N.7
I wlk Info l:axicil, in
Gallon' Iolu1 x:l
\Innulncnucr d
' liallun., l'nlt, n c ~ t .
•ew I:mk. bxuunr IarJ. P 1 _ f ~ r 1
,cplic rn lk11111. l wk InUO I INNI I •._I'~`1'16cr [ n renf••G Q ,D ❑
[A-.crl) I h.,m.
hju fiilV I `dj x~rrl uucrctc- ] ❑
\ II Re>ponsiblhty Statement- I. the undrnlenrd,.l sumr responsiII for IrntallatlUll of the 110%1 IS,h.-n on the attached plant
Ilu"Il", Nan il'r:.-li 1, 111 tnc %iPr'1.1'12 S. Ntimh<r Ru-lne.. Phone ]umber
Juhr 1,n.l' '2 17nu I JI;O-Ii1RO
/t,
I lurthcr I~Fcc'. I ,11.: Male. J
8! \ allot 1 ixt I wit, Sun 1 ?11125-
\ 11 •pfou nSY$1'E}~ H l~e'
h)ol!'n fir Ihma Sal V mt~O . flare IS,oc/~ I>.wu gent xiruutur
I\.
('onditKihx~I,pPoi~ft,'lRt'2ac'xflfEf'IrnT~isappruv:rl 31 ►,lU/1-•w:' / s a
4Jlwel:':-I Cep must all Ve ' : !11~'.P / n
9s . 1. (/^/1(^/
per mar:agemen' plan ~ mer1 z y ,AWCnbe . o
blrx~ W~•'r- - f
2. AN m4rew.k recuw•^rat.s mlrst Lie ~-,wr&R..e
as per PPOWDlj vx e ; .rd': nmf.n
xuaan to ..mnblc "W" fur it., "'II, and,.bleu W Ihr l.,unn only na a:lptl ual 1, thar a I x I I in iu, in>ut
SD D-098 1 RIO. 14;
SYSTEM PLOT PLAN
-~nowies 3 Bearoom Moxnc
- i ice J s d (on -!u>!u,•s
rnr ~ N., r pi..;,r! „ _ F Ue r.rw., a!s S!~,an~c
tit .,2:
- i s -r r .ar ct > !
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' CPC 36?._
1 i c V 1r F,S F'
L <-tan.'
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MIX
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- x;a ? Cell
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F..,-ten, ile
opy
DIVISION OF INDUSTRY SERVICES
2850 MIDWEST OR STE '4t
D ONALASKA WI 5:650
S Ccnta:;l Through Relay
P S. hap:AAsps.m gcaiomgrams/Jelaldtaspx
wVI`N YASfnC51!1 fn0
- ` Tony Evers - Governor
Dawn Cnm - Secretary
V1:r: 10, '(1'9
CONDIFIOY AI. \PPROVAL
P1.4N 4111'ROA'ALEXPIRI:S.2011-65-±U
Plan12eview:Pkl IS-019DU12?C APPROVED
JOHN F St. HNIITT DEPT. OF SAFETY AND PROFESSIONAL
616 150th Ave SERVICES
Scrnersct\I'1541125 DIVISION OF INDUSTRY SERVICES
SITE.:
Know Its Sit room >Lruud
1611 561h 1 Sreet
Town of Somerset
Satin (loin (-ou:uc
N%k'14.NEi-1.S,I, TslR:t)\\ -IF NCE
'Iota) .1,111l 5250.00
FOR:
Description: I hrce Bedroom Mound System S.oping site
Mound Coropanenl. Alums:d Vec'_.O.S$D-IU69l-P(VAUUI,R IQd 21. Prnsurc Druribuuon (:omponcm
Manu:f Vcl'_JL SR')-!n?bh-PI>LIIIIiI.ILI(Il?1,-15r1(iPl),2'"depth to limiting factor from Original
grade, keplaaanent I'OW 1'S, Ma,mcnancc regmred, Ft'lluent filter
f he sonrnttal dcscnbcd;mmc has been reviewed for conlormance with applicable 1Visconsm Admnn:nalrve Codes
and Wisconsin Statutes. The submittal has heen l'U]Ufl I"NAI-LY APPRO\'1[O this system ,s to be
conimr lcd and Illcued it mxordance with the enclosed approved plans and with at:% component malualK
referenced ehlwe I he owner, as defined -.n chapter 101 OI t 101, \\'iscunsin $1:11'.IICS, a respansible fur cnnyilianct
with all cede rec,r.temenls.
No per.on may enguge in or work in plumbing in the c,tate mile.; licensed to do so by the Ocpaiarent per s 145.06,
stall
'''hr lullo.~clr -oruiilinm sh;,ll `le niel ;luting e„o,u uctiun Or iu,lallatiul: and print 10 oiCUP:mCY u: tile.
Reminders
• A sin;itarr pell'ir must be ohlamed irom the :aunty where this project i> Xcated to accordance with
the regmremewt of Sec. 145.11). Wis, Stam
• In>pectiun ur the pl Icate aew :ge >ys'cm installalion i required. Arrangements tier inspection shall be
mark ~.a'ilh the destgrlatcd ; ounly official in accordance with the provisions of Sec. 145,20(2)(d)• Wis.
Stars.
• A coiv of the approved plans, specifications and this lctteljhall be nn-.itc during cu_nslnlclinn and
orcn to inspection by auihorizcd_rcprese i Ulves_of the Dc aria ent, which may mciude local
mspcc:ors.
Owner Reyoll%ibililies
• I*he c.::tr:tl o•.vncr.:u:d each subsequent owner, shall receive a copy of-Hus letter. Owners shall also
rcccne a copy of the. approptiatc urcrauon;:nd maintenance manual{s) and be responsible for
nsur.ng that POW FS is opcrncd and maintained in accordance with :his chapter and the approved
management plan undo s. SPS 383.54(1).
• In dtc event this ,f it ahsorptte'n s}:<um or any of its :omponent pans malfunctions sons to create a
hc:dth hazard, the propene owner nu.al fokim, the continency plan as described m the approved
plans.
• I he owner is responsible fur submitting a nnti ouni e verification report acceplable to the county fot
naintenance tracking purposes, Reports shall he submitted a: inter\ als appropriate for the
cunq rams) ulHOM in the POWS.
:i wowing this approval the Ib"mon of Industry Set -vices rc,cres the right to require changes o• add:hvns should
r.'ndaiuns aria: making them necessary liar code compliance As per state stars 101.! 21=1.nothing tit dnr review
sh;dl rehev: the dc,aguet otlhc responsibility for designing a sate building, structure, or component.
I nquhrie, c'onc:rrmtg thus cor::,puudeuce II my be acrd: w Ilea l the t:lrrhnue tit, udiet faed bc I ow, of at the address
'In 111;s Cuerhead
I-he ahove let aodresxc shad. provide a copy of this Ieuer and tae PO%% IS managctncrt p!.w w he m. n ^ and au%
others %%ho or r:spon%aH< fo-the installation, opevanon w maunci:aacc ofthe PO'.k l
tints;trlc,
G M. Swift.
Gourd M Jvclnl
POWTS Plan Rem"ct.:Dc-;acuw AIntl.iw Net% m,
(hl!u}'S~)_?>~)` cn:r, `n,11K1'z,J):tli Let
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
err., e.•'t Name Knov: es 3 Bedroom IAo_ri
Owners Name Nrccle Knowles
r. r! 91, 56:11 Street
~;xrwset VVI54025
N'VVIA NEV4 S5 185N R'WA
c'.vnst•ip Somerset Cones
nc, 5, Cro,x APPRO ;
DEPT. OF SAFETY AND PROFESSIC
Subaw Sion Nar'e NA SERVICES
11.'IS! 7C? OF INnUSTRY SERVICE-
Lct Number 4 P r ; ,n,r
Parcel I D Numb(- 932-2033-60--C5e,
Mo..nd arawinp5
a _:e 4 Lateral and c se 'a ri'
r•, r' S System ma.ncerlx'Ce speu'lcations
Ivlanageme^: arld contingency plan
Septic and Dose tang soeaficalrons
3 Effluent `titer information
l~ 6 1 Pur~p speClfiral ons and curve
:)age . • Pro, plan
age Sept c :anr '....,tenarce agreement
'age ' 3+":al•anly deed
- age '4 ;;SM
Sod e•',aluab^n report
ucnr Sctuu¢t Lrr_ense Number 223,60
e a 2, 015 Phone Number 5'5-760-0436
' DCSr~nCC PLL:JJn: Iv IrV
1M:~nC component Manual Ior Puv4 TC-, ven c, 2 C SULW J681 P rN C l J1 i an0 0011M
AMP P1:CIiCa101 6 Des.gn d p'ess,,e urstnbot Cn Nervorks ICr S I-SAS '0 81; an0
"CSS.re D,sl° but„ Com;:,i+er1 Manua ver 2056D 'C796-P '.N'J'C1',
Mound and Pressure Distribution Component Design
Site Information
R R-sidar::al or Commerc al Design w.,< s, aro>, > >s ,v 3..
300.00 F-;•rrated 'd4aslewater Flow;gpo; Tatie 383-443+,- S to Sornreaimeri +o
_ 1.5~0 Peakln0 Factor to o 1 5 = 150`%.1 iecar coleur u+•-= 3E rr,cnes
-I-il~-'J Ci«slqr Flow Igpd:
14.00 :>rta Slope I'-<I
97.95 l.JntOur Line Llevation ;h)
27.00 Depth to 1 ❑ndmg Factor lint
0.60 IFI -y L ; Sc rpilcaacn Rate igpdrh'>
Distribution Cell information
64.30 Uuprr,al --e11 I ergtr Along Colour ~ f!', _ ' 00 Cell W dth Iftt
1.00 Bii,;, sal i_edl 6-~lg,. Loaeing Rate tgw4*.•-!
1 Ir,fl~en::'Jaste+:a:er Oualdq cr 2; Are the laterals the highest point
in ,he distnbutior y
Pressure Disribution Information nei
C Center cr Frc P.lanrfolc M
La!erai Spar '^If N abo•re. enter the elevation I `i
4 N:.ribar cf _ate,als cf the highest pi
0.188 mice Uiamelc~ tin,
2.00 Onfee Spacing `•i ` ! 03 IT ronflce
2.00 F:r--ma':r C.ar^eler r;rnf
50.00 I -rr-ema.r l moth i r;1 .)Des tre forcemain drag back y
88-00 Furp Tank. Eievatlor iftq
Svs•em Heal,`, v 1 3 8 15 Fnrcemair Drainback igah
Ler:ical Lift irtt 57 74 5x Void Volume tgah
Ric-„on !.oss :'tl _ _65 90 Minim.im Dose Volume igalf
0.00 n-nne F Ite• Loss A 41 y4 System Uemand gpm i
1- 33 Tetal Dvramic -lead ff!!
Lateral Diameter Selection MII anif old Diameter Selection
Ir dla r: ~11Cng Cf1GIiP
7
t CO x x
25 x GO x
1 ^0 x x 00
c, x
x
Gallons/Inch Calculator
Treatment Tank Information Tota I ank Caoarry gall
;n r?I 'a 1k Cap: (gall Tota `:VorKlnq Llyuid Depth inl
Alese: ✓~r,r ete blar i'ar-::.rer j ,.ai: In crier :e>..' r cell 8491
Dose Tank Information Effluent Filter information
f~ra~ T.erF Cap .x.;.1,1 I i K F,'er Var Llaclurei
-1-LEI I_ha~: Tank.'alun,elr;al~u,l =J`. Vi!,i Wool Number
Wiese,, Conc'ete Manufacturer
P•o;ect Knowles 3 Bedroom Mound Paqe 2
Mound Plan and Cross Section Views
C J O A
L
All,
- - - - - •
Mound Component Dimensions
zi t c `9 S6 H i- 53 ft L. 10
3 it
r~4 _ 31 't F 9 I•i 15 b3ft L a9 f 8[ t
D u 00 m G 0 5G ft J 4 3 i ft VV 26 54 it
r-- --t
Jltl V~JLel~3 V.C nlCp iYJJ 'J i'l Gtl DN n, Cif /1Vf.IbJIC
t i_c.. l'._ 4}-, ~I J 7f' F~I~,i ~,,,a Fn. at
Mound Cross Section View
aa:u D spc~sa %~ma
Fii is~, '4D f:
F 59.20 iftl Lateral
96'0 ftl-+• - > 1 nverl
Di alio l Cetl
t.
6evat~at
Ci- 41, 't ~ ::o nt~ur etevahon
Geo:extlle Fabrc Cover
Shading Key ~ Dispersal Cell gee lateral detanscn
-ppS:ll Caa -Y- Frye 4 tot 11,311be- we
inb spacu,q o' laterals
♦ / ..rirraU are equaNy
AST M
I~ J iii B[ c_ j ;1 stnb-iti0n ._eli's
r~ O P.gg-e,cnt- _erllEhne rn the
• •y_ ~;I~uibut,cncenla.Bf
H
Protect Kncwtes 3ed':;Oro Po7ct:°C Page 3
Center Connection Lateral Layout Diagram
.1 T
II _ I LJICI u`J ~ ulC' I V OCrr
La.-iaL1 eler 1 aE r Or 5 it-, r3 1t'---~2 03~If•
I rporil r„D. vi 1' Ulh r,,,M'"r'a I
La:era' Spacing ;Si 53 N O-f.ce Unsay 7 03 ft'ronfice
i. ate;a =bw Rate 10 49 qpn' h7an4old Length F---3-30 ft
♦ 5t@m F'. y; A3Le ! ~.ic' fn'i ('J~ar^ator iQ m
3fai P, are C'-_aJ f rri, n air 4 26 °t'Sec
Dose Tank Information ark,ng w+ereitn warnmi
ane a^A Ic'.kinrq aevir and
sea ed wad edght
cpc r ..nr 1
-mod E-- Ai;er'tate Outlet
JOnndner: i5 OroPerry er:e".
IOCaCOn
Forcemam a.aneter
Nlese* Corcrepa A4ar faa.,re 2 In
capaul•: 650 00 Gaticns
LVOume X700 aai'rcn
Weer) hole 7r arp-
DlmenSion ' IrcheS GauoFS F. s~ondn oew;x
r ? 136 33' 1'.
B 2 60 1.4 Qfi oV eltva: on ifti
C 3 8b5~ 9J
D 1 c0 I S7 00
7otai 38 24 65C p0
E"', tX1, e,evahon Iftf
t
n 88 00
Bec ~~a er talu
Alx,r Manuafacturer SJE RnemoUs
Aiarni lvtodel Nurnbel t'-36278
Pump Mar"facturer Zoe'Ier
Pumr Moaei Nurtoer 152
Pump Must Denver 41 54 gpr^ at 15 33 ft TDH
Project Knowles 3 Beirecm Moued Pace 4
Mound System Maintenance and Operation Specifications
_.:nr ?S.nrllil: Pri me I '5L'-;1486
cn,nt~ i3 ?hone 386-4680
System Flow and Load Parameters
n F'^. d. F 3 . IBC gpd Maxnr'iin' ntluent Particle Size 118 In
n I-,: Fbv. - Av -r
c agaL- sCL gpd PAaxnrum BODS 220 mgiL
c KCapaeil.v Or„ Via: Pvlaxel)Uln TJ$ 4cg1L
mpcnen: Size 45~1` Maximum =0G 30 mgrL
o` Vast-Nate, Oo nes.i Mawrum Fe-al coliform >10E4 cfu;100 ml.
Service Freauencv
and P--np fank ins Dec: ano:ot sc,,ice on-e cvcry 3 years
_rr Ica'. F-:!lCr -Jlr' - ~Ct -
and Controls `es• once every ~iea's
Ala'm Snook test mort„v
f LH,e p.i5 Sr,, rr:_5c r 'r_rt _ 2a'S
Miscellaneous Construction and Materials Standards
:31 3 qi.= r~r'n•piS I~ Sf'S 384 V Fi'i c Art- rnnc
grawtp an o'esc ire piporq "late•rais :inform to ine •eQ'-irements n SPC 38d Wis act, Ccee
age 0' the Casa a'ea is aC,,C,iV ii' tiEC '.i ~ nr; !d Lri10~ : ~ :IljSel rg0'd1
I;r _:Fn' S7 P"^srr
he mound StniC'.ire and olhei 7i,: 1 3?B~ _r~f -w,: - L.1
'vlz
Lateral Turn-up Detail
_
7 T' -o-1,
Drslnbi.7;ni
Dian,eter as _alera
F %1
Mound Systcrn Managcml Plan
P,irsuanl to SPS 383 54, A''IS Adm. Code
Gel!B(3
'S 4,.. I- '.a;'paIC&Ia'I%•r]I^als. ' I Ea;-e Nfn: IS CampCr°n'.
Iv N 1.ttl ~I nnrr, r 1111 a,dP•es5ureLs:-LtcnCD-Inrr-ertlvtaruil Ve, 20 Sl
.,a r sync ~,.les Pertalmny t0 S eF^ ,na~r:ergnlx and r1J1r!u na rot rupu • ^y
N, oY st'culc eve' enle, a sev: pump tang s,a.e cargo:ous gases ma} be pese-1 Ihal could cause death
\P[\t f and pynp Ian. aFB•rd^nmwY cram be , _ _r.1.na.ce mrh 4P4 t44 j.: %1%I, A•7•n f_•nrle linen IMP lanky arP rn Ilnyr Used aS
5 cOmbonents
wrl... •'r r,", tarl'. Tannr,n •iSo•ti annoys nser<ar i CwP•c Gino n re ~r'Sne^•ed for water hg M•ne54 arm soundness Arrecs openings
:r service and asse55merrr Sna I ne sealed wales qrf I.Dor the commlehor or service Any open ng deemed un SDUrd collective. of
fad-ne must be 'epil Ea;:psecl acCeSS open ngs q'eate, trial' &mcFPt n diamPlPf s^all be sec.dev. by an effecIne looming
o,everl acdeenlal ,f ara01cI-1cd C•rtry r1C a bah. J, component
Sep:lp Tank
saphC tame 51141 be Ilmn`tamoo of er ircrvd..al le- lied '.o sen,ce sep DC far l ,Iraei 5 sal 48. SId15 The cOnlepls of the SeO?c
.`al Le disposed ]f in acCOrOa nco will NR I' I 'N,s Arm -Coe '-c Opera'lrg c,nd bon ;fine sep U]:ark and Outlet finer shall be
' lea:( , ea", pv sm..-,r
Tre JUllet ri It sra~ dt E;edl ed aS 'e.RSSdn W ersu'e gO5O- -rte at e T.'e 'i It, cd'Inoue >hp,l o iQ1 or re.^WVec umBSS o'o,ltl
_ ^made In lobar it , line tar. tra: -,1, S o iI;r ~N rla - o, •v-c" 'e•°2're•! h2rr Is e-,::,Sr. rn I! .hn n •er Ic en,ippwn .,I- an alarm :he
DPI Small be seivlced,':ne dla'm 53cll:aced coot rv,.yu51y heir-tdt,laa"ns,9aymclca:e su,ge!IOws O' a' mpenO,ng ccnlmLOUS
ire sep, c :anal shall lave Is [pr,e^•S P^rnvea wren ",e .cmP r' cl,in.)-• ar- Sri,m ,n rho -ark e.coeos I -1 'he IIOwd volume O!!rc
if ire cor!en;s of the -3-k sre r,:' •e^'o red at the n re pf a I(err,al aS5e5sn it r Ar,tera, i, pc'SCrn, 5hp' 11, se 're ow--, if
.,r. the re%I sen,ce reeds IC be pedo,meo to r,a,la,n eis Inar• .oar.•n,,m is a- 1 h. il._L. , L.'i'r
TrP addition of Oiological O( :hemlCal addrbve5 U noble 'te sepliL lang. (1
,.Soil they small re anitfoven fo' septic rank use by :ne Deva,tir•ent C(:.Om nn•'.. `
Pump Ttnk
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If ar eNluer: hie, is nwalle w,^n Te T,,k rt 'all,, cb r•[IPa ar
Mound any Pressure Distribution System
sal Of s ,.Acs s'cwo ce planted or Il), '•15,.nC Plarpr^ys -il Ce "dde alOi.nd lne ,r,: ho I I Penrneh:r d',C Pe I
-I; mull as le,essary :n ❑never' P-n51Gn are Io pro, de So'•,e p'^ler: hor` IOS: penetration T'at' _-'OWe' War
a ma,^.teran'e, or the mOUrvd s r: recdmmendec since soil corn(iacbo'' ,Td, -I in der ae rat 01 of Ine in hlt(al l ve so'fa:e I"
ir;. VOW COmpill ,n the wore" a, I )tP 'ro5: perP 'a: nn GY.f Vreall,e' ,'yid:'dhcr3 OCOGe, Fe D•uary. O C a•e ^'a' ,•,n De reavay roulcl as pnitec! or from Fee4,'g
L500 OU i y L 1551 Z n, y, L FOG sv' :1 Iu" - I.>'r yrC.:" ti u_rt 1-If t bu.a may not v.cct,'o" u.n u, Oesg..
..r hold w Ine de'm tier tr s .rs:allal On
're press, 'e. civ. Duller s';s:em is P'O'(lea with a flushing po n! at Ine en7 pf eacn Iabera and 1 is reccmmendeo tha: each ialera' r-
^ec of acc,.ma. ate: sobeb at least once ever) la r Coins When a pre Sil test is Ce'!ormeo t should be comparen no Ire mlha, test
Ire sysirm was n~stalled to 9e:e,"fire ' Jr,h,e clogging May occxfl am if o•d,ce clean ng S regu fee be maintain actual dlsinbuna--
r :I'u d s-lelsal ,ell
'.aicr, pipes with in the O,spe,5a cell email Le crechec fv irMuil poi o,rg Pondfog 'e,,il Small be (applied to the off l ahc or
,P Pi rrhes Cr;rsidered as 4n mpencor ryn•auhr fa OU•e ,,,q,xirg apc4Jral more frea,;enl morulOnmg
Cc:ltll'.gG:ILV Plat,
C tar'i'. a"i,I'.I:pOPp]eI'IS OCC -elect .•e!re:3O/pr]ar':"C^!sbu to'o.,aved e',Oplaoed tD keep A`5)'•`.".
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w n•c,.ny c:,rnp'.:nent fads to accept wastCwato, cf re,; rf. to cISCMa•ge wastewater to the g,p.rd su'!a:e 1• -1- e:111 :
' ial r) !5 p-il 11O,4l by ir;;feas ng trial area if toe laa.age occu's u• e. 'wro,mg l call, eoggeo 3! 'I '1 '
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SECTICN 2.16.04?
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D,Irable casi iron Cusiructior 15111521153 EFFLUENT SERIES
Sl,de. 151 Comes S'andard wth a Glass-filled
pc yoroeylene base (For Pump Prefix Identification see News 8 Views 0052)
Corrosion resswl ;.o'etaof coaxed cprxy f r sr.
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Ascemb!ed wdh sta'.1Ne5s Steel Wits
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Page 10
SYSTEM PLOT PLAN
Knowles 3 Bedroom Mound -"'-N~
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1.. „ " 693 56th Street
, . I II t :r I l i ( 1111 ..:I Somerset, WI 032-2033-60-050
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Department of S I V 'LUION REPORT 01972
ys Safety and ,Nis Adm. Code Page 1 of 4
Professional Services X Schmitt Soil Testing, Inc
Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope. scale or dimensions. north arrow, and location and distance to nearest road. Py .
33-60-050
Please print all information. 2-
0 Dal
Persoral udoaoation you provide may be used for seoonoary purposes !Privacy Law s 15 04 t 1 i (mn RIf B
s /9
Property Owner Property Location
Ronning, Kipp _ Gov[ Lot N 114, E1/4, S9. T30N, R1 9W
Property Owner's Mailing Address Lot # Block # Subd ame or CSM#
1693 56th Street 4 CS 15/4239
City State Zip Code Phone Number City Village Town Nearest Road
Somerset WI 54025 651-248-0779 Somerset 56Th Street
New Construction Use, Residential i Number of bedrooms 3 Code carried design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Glacial Till (Amery Series) Flood plain elevation, if applicable NA 8.
General comments Area is suitable for a mound system, System elevahdn is 98.70' based off the contour:ine established at 97.95'. Depth to limiting
and recommendations factor is 27'. Slope of area is 14%
Boring # Boring
❑
Pit Ground surface elev. 99.35 ft. Depth to limning factor 28 m_ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPOftP _
in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. •EK#1 i - _
ER#2
1 0-9 10yr3/3 none sf 2mgr mvfr as 2m,2f 0.6 1.0
2 917 10yr4/4 none sl 2msbk mfr gw lm,lf 0.6 1.0
3 17-28 7.5yr4/4 none sl I Imsbk mfr
_ gw lvf ' 0.4 0.7
I
- -
q ! 28-64 5yr4/4 cld 7.5yr6/6
/.5vr6/2 sl Om mfl 0.2 0.6
❑ Boring # Boring -
Pit Ground surface elev. 99.35 IT Depth to limiting factor 29 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPO/ft'
in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. I •e/hY1 •Ett#2
1 0-11 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0
2 11-24 I 10yr4/4 none sl 2fs1k mfr gw im,lf 0.6 1.0
3 24-29 7.5yr4/6 none 51 Imsbk mfr gw lvf 0.4 0.7
c2d 7.5yr6/8
4 29-67 Syr4/4 sl Om mfi i 0.2 0.6
- 7.SVr6/2
' Effluent #1 = BOD,> 30 < 220 ni and TSS -30 < 150 mgiL ' Effluent #2 = BOD,. < 30 m<yL and TSS <.30 mgrL
CST Name (Please Prinli Signature: CST Number
Thomas J. Schmitt - , X ' I_./ - 227429
Address Schmitt Soil Testing. Inc Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 5/1/2019 715-760-1978
?HI) -M:I1 It 17 al
Property Owner R_o_n_ rang, Kipp Parcel ID# 032-2033-60-050 Page 2 of 4
~ Boring /
L~ Boring # Pit Ground surface elev. 95.50 _ fl. Depth to Imaling factor 27 m.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary ' Roots GPD/fl'
in. Munsell Ou. Sz Cont. Color Gr. Sz. Sh. •Eff#t 'Ee#2
1 0-16 10yr3/3 none sl 2mgr mvfr as Sm,2vf 0.6 1.0
- - I i
2 16-27 I0yr4(3 none sl 2fsbk mfr gw- 2vf 0 6 1.0
- - - -
3 27-56 7.56-14/6 c2d 7.56-16/8
7.56-16/2 s! Imsbk mfr 0.4 0.7
6-16/2
Boring
Boring # Pit Ground surface elev- fl. Depth to limiting factor in,
- - - Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
In Mansell Ou. Sz. Cont Color Gr- Sz. Sh, •EONI ! •EflM2
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i
Boring
Boring # Pit Ground surface elev. It Depth to limiting factor in. o -
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistencei Boundary Roots GPD/ft'
in. Munsell Ga. Sz. Cont. Color Gr. Sz. Sh. -eftrt •E"#2
i
Effluent #t = BOD,,> 30 < 220 mg/L and TSS >30 <-150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <_30 mg/L
The Department of Co nmeree is an eAlmtl opponunit% %onice provider and employer. If you nerd assistance to access Sere ices or
aced material in an alternate formal. please contact the department at 608.266-3151 or 1-1'Y (,118.261.8777.
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