HomeMy WebLinkAbout004-1039-40-100
r..... .St. Choi(
SYistt•usin Dcea~lrnentol;:onimercu PRIVATE SEWAGE SYSTEM
Salufyend umlding Uw=.,m INSPECTION REPORT Sanity-y Pmmit No:
589738.
GENERAL INFORMATION (ATTACH TO P1 RMIT) Stole Plan IL' Nn
Le used lug =scuMary Vw ooSes lPr nary Law. s.1i OG i'011
Pcc:nnal iu'n•n .aucn you prow do miry 2725914
City V.Ilage IownSP ip Parcel Tax Nu
Pon°" "old Nam° 004-1039-40-100
Eric & Renee North TOWN OF CADY
CSI 3M Cbv 16b p / Insp Bid Chw Bhl 'I~ / l Scu'bnn•TowNl2a ,ju-lap No
C 57 ac: f f Vc , o' 1 Cy i 17.28.15.2626
TANK INFORMATION ELEVATION DATA
IYPC MANUFACTURER CAPACITY STATION HS HI FS ELCV.
Benchmark
Septic n ~12 00. ' 10
C.)
l~"Sf'YZ- CS9un~ 1
Dosing a Alt. BtA
1 p ( Bldg. Sewer
Auratino 1..+ I 1. ' ~ LC - l~ C •~L ~-f (l' I
d
St'Htlnlel
Holding ~
SVHt Oullut
TANK SETBACK INFORMATION
TANK 10 PA WJFLL BI DG. Vent to Air lutake ROAD Dt Inlet l
Sep:ir, I f l 3 / _ Dt Bettnrrl
Dosing r R 0 t HeadellMal
l 27
Aeration Dist Pipe
- ~,LS O
Bot. System I y 9 O Z
Holding
Final 31. J7 u+....~1(( 7~- _ !z" Sorl - 4SJ
PUMP/SIPHON INFORMATION
Manulactulor Demand o St Cover C
o ELL GPM
lodel Number 162,12
~ 1 BALI 11 I r~
DH Lilt Frictio` loss Sysle~ H~d TDH Ft
J S J
LO Forcemain I engt r Dia.Z it Dls: m well - r _
U - 5
IL ABSORPTION SYSTEM ~U s • S 21
r
RAEffCH 'N'din I enq9 No. UI I r es PIT DIME NS o (Pits Inside Dia. Liymd )ep:h
ff,
ENSIGNS f D
SETBACK SYSTEM 10 PiL BLDG WCLL LAKF+STREAM CH MBER OR IdanWacturey- r.ye _
INFORMATION m: I UNIT Modcl N.ilmbei R
Type U7l Sys:e ~ -
DISTRIBUTION SYSTEM
DIST `.I N UtslnOt.l Un p 1 xHolu S,m rl xI lele Spacing Vent to X, Inleku
I I /
1 Pw-xey o '~g ~p.t
Z Z' 19a I Spacing _ D
I enoln~• O D~a , • Low 11,
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems only
IDe Ur 7•.v, xx Depth of lot Scnr qe dded xx Ildtc d
Duplh Over rr./. (Z'~a// Hetl•Trench I dges topsoil
t`~ t 11 x f Yes No Ves No
BeJilleneh Curler c*.S lpai-
2`
COMMENTS: tinclude code dmereper'.rtes• persons Present. etc:.) le9pl c ion HI Z I z -i-Inspectior #2: ~%3/,
Location: 2896 C1Y RD N
^ ~-41i ~t-I ~r t 1 I,, - ~
IL Att LIM Descrlptior. - s-r ~~1h, 1r'v It ~,1, ry •T ext. Y{ 4 fa ~e
2.1 Bldg sewer length =
- amuunt of cover =
( T
an revston RC wired'? Yes X Nn O J 1311
Use other side for additional information. D. le Inwpc✓✓tor s Cert. No.
~F) Y- eei,.45" mf:FTAti a rllrp o•
RECEI V
ED sage:,
US &n#ZOlLIMF 201 IN W l N,
3
P S JUL M'D Tr PFtiw~scirxEco(a 5$
_ ST. CCROryIXFC UN~p 7 J Q$
rZI7ZiC~"1~'IV~R' ~ICflllOll xlncfran.., L;~~~Irr,i.:r
hn unh\I\ 1... I 1,6n ( J +J I I ii 1, 1I. c.lplr lri,C~.ssmnl n l I unit ?.I)l4
r pir 1 lw'-L nllu lcrnnt \t rll II II pl II II qql JlolFIS Af. 111........ aIJ
III -tit 11dI 'n 1111 InulAIrI ) . dnd nn.nl ns 1. nrid. Illl~l. ucdl n.-, undue' I l'1 .11d1 mm.illn°: darc~
ulr Ian rnhlh III I 2725914
I l(anunlnforn. -Plea se
p ph
_:IacPrmt:11 11nforma[ion - --I Salnc
Fvcd -
oaN-/o34-yo /uo f
Row'Notch _ WIN j,%-4 it r_
x <'o. Rd- N
/q,( "IQ Phone.\mnhcr SE. _ NI'. ~ h..:
Wilson, W1 54112' 171j)SOi-I~I1T 29
IL I\pe of ftuildinr Ichec6 all that apply) K \ I:
I 12 I=am IN 1),,,: In)• Nunlh r M Iced,--oi, \ Ibdicidcr
(in rl
Or 4~~ f N a
~ e',I Arr I 1114 o
11. T) v of ('crmiC IC he,~ I\ uno hu\ till Ifnr 1 (umplcll lam B if apphr I r c)
\..r As gclu 1 r:,mu:rt ll I I , 1 rnl II.1' uI11i11I1 hi lillh. AIlyd1 LceJ_n l.. l vlslvlg JC.IenI lQXIni i
It I'em rl R,." v.l J~LT -51 I. h r11r.- n I'hlnrha 1 •mtil l'mnACr bl Aoss I 1 I'rc(iou. t rnrl A' .cIL. I .I l:ac ]..ut1
11 rs pr of FI is Sc, lunrCompole, ) jive: K hselkall that appl)7 (A.~O J~ /Q~~L• ~J
\ ..1 r.:.ac i t In -l n•:.tl I't:..ur6.J In (1I,ilm t1-l ti:Idi \bond _ 21m cI unlalt' ,„i'. 1.1 ,ii...I
Idul., 1. of I(rlhcr ll I r-ICom u1 i.,plaml L -hl allll I ylLnn)
1 Dispersal,"!lVal (nt:11(a Information 1411st nk Pl->2 elIIIIIll h Cl I rt- i'1£nl lit I Sl :,nail
U Il o l l xl D,.i ~I A Il APph:.I I n IL tl pa.l l np r - I II.a Ifcgw .,l 1 I, Ul p n:d Ar,: 11 1 r,d
Y 1 0 Gpd-'stj. 01 fl 1l 1 Al (~.i s;md / 104 i at ?4' ;(boy c
450 (ipd o ~ Gpdray_ II n ik soil 4•u,(10 g. It ~v Sjo.un Sq. j. ~,t1( contour
1. Tank Info - _ C.I LIP 1❑ I dal rY .I uuC.ICUUa \ - 1.
If-~ ( IIL'n` ( Jlons U...P:
w /Oj `a~ SZS _ z
II I ~I. - -
Na Lnoo~ 1011 \ i r conuuc 1v l
E I Na oio 01) I Conlbm Ifwn ST. PC
V IL Respon.siblhh' Sta[ct11(nl I, the undr, I„nsd, aeeunu neponslhlhn bur ulvlallnuon of Ihr 1 /)\\'I s ehoan on lhr anuehed plate.
i% ell r \~m I r !`lu I, \i. lam r - - - - IE iY'K \w L,r Belli I Malt Numb.,
I llncs K. A 1101 lpwn G _ r-~_ NiPRS ?on? I (1195) 248-7767
I' I
r, Addr. s(m.-t_(, Ni.l,
-,P, Paulson Lakt: knic_ ( )sccohl. Wl i41120
(
ti_llI D1ulrtme nl Use Only
.d
I .I bc_ I laic ...u..i f u1 ~m nt 4 mat c _ _ -
L,+a'
r I »:.Il
IX. Con di6YdT~A~IIIIflE18Rc:uorn for Disapproval
1. upw ttmk emuwd fmw and J) . ~'r
04P6Mal CAN m(wt s0 a v I I nu~niY44i ( - {XI~•_. 1~,L,
a paf ryy AVAmi plan promild by plumber. 1 E~"7~CJC rLt/~
2.'-s►dcragylnt must f» r,)ainttned (
u paf IIppY llbla code l -ftli; a. 6U ~S yb~ew. -.fO
,It i 1,uIII,,ht ,I. .I,~r rh J IL,au(uurl xI
ny: p.'IrI h..IhanY dur - - r
sin
p1~ ~~Sm Gn ~~I~c~ ~LLt)~~s'S
LCv~ 2_ r
I
p2a.i :"'i• rr.J'G.W 'j. 4dt i`il./
App:'u1c.:5G Y.n i
SCI. yJrY.:../ /fJ3a;.r[ti ~,yry~ CoC.'vrtL I J~Ca:'. r
/ I I
of%:v ZY 1t , :4 ":ire./.s s~eCt~¢r 1. c:. 1 E.~/t F!e i ~
i
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_ { , cr. ,'S✓
f~•-oOes<d 3 ~ ircAm
....A+,ak-l(SC '`pit binabirt lk'i SrarnGC
Pe J9
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Residential Mound POIA,"I S Index & Title Sheet
Project Aamc: North 3 Bcdruuni Mound
Owners Name: Eric K Rence North
Owoer's address: 22888 Co. Rd. N. Neilson. W 1 5.10-_'?
Site address: XXXX Co, Rd. N. Wilson, WI i40?~
Project Location:
Subdivision: Proposed CSN'l
Leal Description; SF'G \L.'/., 'sec. ?7, 1.28\., R.ISW'.. Town of Cady. St_ C'rois Co.. WI.
Parcel ID N: From 041-1039-10-100
Paec I Indct and I-itle Shcet
Paec 2 State Approved Mound Design
Pale 3 Treatment Tank Cross Section
page 4 Filter Spec i lical ions
Page ` Sepiic -rank \1aintenance Agreement
Purr b \\':nrmiv Ueed
Mater I'lu ,er Re trictcd Service: lames K. Thompson. DSPS Credential h30021
Si.__nature'. Date: Ci . 7C /G.
Lu„r
Paec 1 of 6
Ih^-i.. ~,v. .~I i_, i. .nd ~"I a ptnm~. pr rat M.n a P+l'T I~ .u.... ~ dill-4(111x: I'~A C,UaII
.+Rl lrf
DIVISION (IF INDUS-R" SERVi C'r:i
10541 N RANCH RD
HAYWARD WI 54843-6462
D S P ? Contact Thrct,gh Relay
S n!tp9:dsps wrgoviprdgrarns:rndustry• se-,ices
'MMR1MSCCrsln. gov
Scott Walker, Governor
Dave Ross, Secretary
June 17,=016
OUST ID No. 30021 ATTr\'. PUrt'7:Sb;.rsur
J VNIFS K THOMPSON 7ONING OFFICF
ACL SOIL X SI I L LVAI.I A] IONS S I CROIX COLN I Y SP1
,40 PAULSEN LAKE LN 1 101 CARMICHAFI. RD
OSCf.O1.;A A4 'I i:JO_0-`41? IRIDSON WI sd016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: Owl' 1-018 Identitlcalion \umhers
Transaction II) No. 2725914
SI I'L Site ID No 325382
_
I ; i~ ;md Rcnre \m ill 111t
L: ,c ro cr it, hnth identification numbers.
Co R,? N d o%c' in : II ores xn du ce with the eat.
I o of Cad`.
It Croix Corllt\'
SL14,NFLt,5;?, 13\.RI>W
FOR:
(-)i'k%( I}Pc: I'Mk I S Component Manwd Re_ulat d Ohjecl 11) NO Imisl)4
Ni;rrtcnance requoed: -450 GPD flow roe, I I in Soi. minimum depth to IAnitinr taclor Iron: original -!rade. SyNteni(s)
-
LLlloty Mound Component Manual, r R I i. Pressure Distribution Component Manual - Ver. 2.0, SBD-10?06-P
i N.lll `(11, R 10; 12). SS%\ NIP Puh. 26; 1 filuent Filler
The ;uhmittal de,cribed abo%c ha. been lc%lexwd ror confornlauce with applicable Wixonsin Administrative Code.
:and bl'i,coosin Statutes ]lie submittal ha, heen CONDI I IONALLY +A11PROVI:D. Fkis system is to be con,trLmcd
X;LI located in accordance with the enclo,ed approved plans and with an< component minualf,l referenced above.
I Cc usvner, as defined in chapter 101,01( 101, bV cotism Statutes, is re,punsible for compliance with all code
reauiren:enls,
No pcr,on maq engage in or work at plumbin-, in the stale unles, licensed to do so by the Department per , 14 '16,
st;as
I he follow iw conditions ,hull he met durm,: construction (it installation and prior to occupancy or u,c
Reminders
• Pursuant to outlet filter product approval stipulation,, maintrmnce information mutt be seiv::n to the owner of
the POWTS esplainin_• that periodic eleaninlt of the septic tank outlet title. is required. I he acce,s opcninv
used it, service the tiller shall terminate ,u ora bow linished grade with a w:nertieht cover.
\ copy of the approved plaits, specifications and this letter ;hall he on-site during construction and open to
inspection by authorised representatives of the Department, which ntay include local inspectors. All pern -i:s
-equired by the,t is or the local municip;dilc shall he obtained prior Io coollilenceillent of
consvuction imtallition operation.
In srantin-, this approcnl the Division of Induslrp Services reserve, the right ro require changes or addition, hould
condition, arise makin! them necessar.\ for code compliance. A, per state stars 101.1=(_), nothint-, in this review
shall relieve the designer o' the re,ponsibilz ror designing sate building. At uclure, or coalpollent.
Inquiries eoncurin!, :his con'c,pondcnc: nor` rye made to 111C at'hc la ~pb.one number lis0.v bekm nr ai the adJre;,
,,it this le;tcrhead.
1. '+'111
1 'ae ahuee Ielt ad'ii. ,:cc .hall pnwiCe a cnpv of this Inter and tae N AI lS man:rseinea[ plan to the owner and
uihers oho are r,:pon~ih~c for (Le installaUon, onrrat3on or nra'.ntenanec of the POW Fs.
Fee Required S 250.00
Sinccrcly. _
Fee Received S 250,00
Balance Due J 0.00,
fail J Lippert
Wn,tevvaier Specialist . Mision of Indmtr% Service. WiSMART code: 7633
1-1 i161,450,: M-l' ?AA9-I"I'M
cari.lippcrt;roi~.orsin.cov
cc: Pi l.+r! :1 l x lnr. Ak,rtet~.llrr Spe, I ut_ I ~s t,14-4S; . Mond:o. - I rtd A il0 :un To 4 '0 pm
Ito WUi acs o ce wall r %We a coo of ti is I to r :ad be P DA TS t tn7_ n-.er On to Ae (m nr and any ~
Drier who are respansk! for Oc .t.ualle nu , opera[ ?r or Ma:nlcr icc o; the POW I S.
Sincerely. Fee Kequired 5 250,00
4Foe Received $ 200.00
Balance Due S 0.00
C'x1 J Lipper
A'astcwatcr Spccitdist . Division of hxlostry Services AISMARFcode: 762:
i71..")04-5034 , M14 7Ah'I - 12PNI
caa.lippcr:;a:'wixonsin.~ov I
cc: Edwin A Taylor, Wastewater Special t_ (715) 6)4-3,4'84. N9onday - Friday 8'.00 am To 4130 pm
I
EZf/ow" MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residentia. Applicat cn
INDEX AND TITLE PAGE
Project Name. North 3 bedroom replacement mound ✓O
Owners Name: Eric & Renee North /~O~STAYI31016 O
Owner's Address: 2888 Co. Rd. N - SF/~~/CFS
Wilson WI 54027
Property Address. XXXX Cc Rd- N
Legal Description SE1l4 NEV4 Sec 17 T 28N R 150J.
Township: Cady
County SL Croix
Subdivision Name- Na
Lot Number: Na Block Number NaF'r-fi,)NALLY
Parcel ID. Number: 004-1039-40-100 oVED _
' ',0FESSIONAL SF
Plan Transact:cn. No .JJSTRY SERVICES
Page 1 Index and title
Page 2 Data entry
Page 3 EZRow mound drawings
Page 4 Lateral and dose tank
Page 5 Distnbut.on media _ ONCE
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Page 9 Site Plan
Page 10 Attached Soil Evaluation Reoort
Designer: s K- Thompson License Number: 30021
Date 06;06116 Phone Number (715) 248-7767
Signature- :per
Designed Pursuant to the
E_Zflow Mound Component Manual Ver. August 20, 2007,
SS'✓dMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (0'!81) and
Pressure. Distribution Component Manual Ver 2 0 SBD-10706 P (N. 01!01 R 10:12)
EZflow Mound Version 3.0 (R. W1.12) Pagel of 10
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
f,r or C) R ,Residential or Corunercial Design
300.00 Estimated Wastewater Flow (gpd)
1.50: Peaking Factor (e.g. 1.5 = 150%)
450.00 Design Flow (gpd)
4.00' Site Slope (%1
102.25 Installation Contour Line Eievat:cn (11) _ 120.00 Contour Loryth va:leble !Jlj
12.00 Depth to - irciting Fact c. (in}
o.ao Ir-si:u Sell . .plicrticn Rate Distribution Cell Information
_ 6.00 el:'JVidtrt tW 3_4 5 P a q cr 1C Orly 90 G0 = Di: rrs21 Ur-1111J
0.85 Dis;:ersal Celi Design Lcading Rate (gpolft-
Inflaent Wastewater Gual.ty (1 or 2) Are the laterals the hig~hest point
in the d:stributior
Pressure Disribution Information network? Enter Y or N
c or r.) E Center or Erd Manitc-A
ft
3 Lateral Spacing (ft) If N above, enter .tie el- _.evat-:cn
2 Number of Laterals of the highest point.
0.125 Onf:ce Diameter (in) (e.g. 0.25,
.2.00 Estirated Orifice Spacing (tt) = 6.00 ft'iorifice
2.00 Forcemain Diameter (in)
60.00 Forcemain Length (ft) Does the forcemain drain back? _ Y
95.00' Inside Pimp Tank E:evanon (fti Enter Y cr N
0.001 Forceman Filter Loss ift)
6 50 System Head (ft) x 1.3 9.79 Forcemain Drainback ryal)
8 75 Vertical Lift (ft) 81.15 5x Void Volume (gal)
1 72 Friction Loss (ft) 90.93 Minimum Dose Vowme (gal;
16.97 Total Dynamic Head (`t) 37.07 System Demand (gprn)
Lateral Diameter Selection h9and III Diameter Selection
n dia. Options choice in (ia cations ceorce
0 75 1 25 x
1.50 x - x -
1 00
1.25 - - -z CO
- -
150 x x 3-GJ
-
2 10 x
3.00 x
GallonsInch Calculator icp.: rra:1
Treatment Tank Information 64r' O^' -")I,[ ink Capac r s Ialj
1000 CO Septic TanK Capacit,q:,l; 33 OC -ota ^ u kir I r ;ii d C .I :a ri
tiieser Concrete Marixacturer 00 ra in enter ?cult r, Fell E44i
Dose Tank Information Effluent Filter Information
646 00 Dose. Tank Capacity (gal) Pot_ok _ -Flier l1-.Pxactr r;r
17 00 Dose Tank Volume (yahin) PL525 - =ill h1odel Nun her
Wieser concrete !.Manufacturer
Project: North 3 bedroom replacement mound Page 2 of 1C
Mound Plan View
110 B 1
• * ,f :rig:., r~: r
K, •
W
Mound Component Dimensions /t
E'- -226.88i i OOit K it
B, 90 ..^.0 It F 2 J~ in 12 r5 fl 114 72 11
24 00 in 0 50 It J 9 38'ft W 28 13 It
540.00 (ft') Dispersal Cell Area 1687 50 (it') Basal Area Available
5.00 (gpd+n) Linear Loading Rave 9.C0 (ft;: 111C B Cps. Pipe Placement
Mound Cross Section View
EZPov Dispersal Area
Finished Grade 106.25 111) - n •
F ► us~rrs I ru 104.'5 ifti Lateral
104.25 (ft)-► 6' • Invert E~evation
Dispersal Cell t
Elevation ID
102.25 (ft) Contour Elevation
4 C % Site Slope
Typical Dispersal Cell
Shading Key See Page 5
3' i~,.ut Topsoil Cap > v n
2' Subsoil Cap o o Approved Geote. x:Je Facric Cover
3 ( ASTM1d C33 Sand a° 2'G't y
4]LLLLJ Tilled Layer ' a
F
EZfJow Media II I
V)° o III 0.5
n-r- ~A 7
See deta..s or pace 4 rot nL^.xr size, ace Spa-ing of .ace:als
Laterals are located it the 4" gravity disci o.:tio^ p'Des as s^evm cn page 5
Project. North 3 bedroom replacement mcard Page 3 of 1C
End Connection Lateral Layout Diagram
?gel, v;
rtac%r Ar;Oropda:o Laferei Dagrwm HOW P;tIh,'
• _ 7ur--upat ban velna cr .r ej mnjt; u~
Z •yi ist Mihte r' Cited M X-'I GrIIICes po'd '.+p eRCepl tvc'Y £Jn
one points down Icr ciainnge
=urevmmw ccnrvc(lonw 7::ea;IUSS torn ov:Ad at Jn1)po1W L a:rrjJs G forctmrn Or PVC SOO
-.II laler6s iCentical vvh o, dccs ewarW sp3ced. pa. SPS Ta01a 38+ 3t6 ~I
Nwnber of Laterals 2 Orifice Diameter 0.125 n
Lateral Diameter 50 in Orifice Spacing (X) 2.01 ft
Lateral Lergth 89.22 ft Orifices per Lateral 45
Lateral End ;'Z) 0.78 ft Orifice Density 6.00 f!` orr cs
I_aleral Spacing fS) 3.00. ft Marifol^ Length 3 ft
Latr`al Flov. Rate 18,54 pr, Mlri'olc Diwnetc-' ".50 in
S'v'sb~-n F r r: Ra'e .1.7.0' g: 11! Fart:H T1c.lr Vv 79 ftisa:
Dose Tank Information Lnckngce~e- vath '1:i r1117
hr.~l a td IOcklig ncvm-r :_r
I sca~e:t v:afer:rg.,:
tr -
u ir ro'r
-ar.. cQnPzlenl is properlc eer,ted
~loca6o't
6^Jicser Concrete tv1anufaItureI 77=1 2 in
Capacity 646 00 Gallons
dolume 17.00 gahinct tt
*C-eo hole Or all, -
rinenson Inches Ga.ions B ecra~tleoice
A 18.65 317 07 ~~~TTT
B 2.00 34.00 ( 6 Purr: :111 e.etelioh (f r
C 5.35 9093 ~ I 96.00
D 12 oo, 204.00
T; tai --'38 U0 646.00{
Ouse tan<c• evanor ir.',
rJeddrrg A'to B3ck'% As°erM nu'=rr t.rer 95.U
Alarm Manufacturer iSJ Rhombus _ _
Aiarm Mode! Numbe.nSJE 1011421 t
Pump blanufaclurer
Zoeller
Purnp Model NumbenBN152--- -
Pump Mu,,: Deliver _ 37.07 gpnl at 16.97 ft TDF
Note- Switches nort3i*li1g Mercury Inay not be used in this system
F'a. A 'i~
EZflow`' Distribution Cell Media Layout
6.oc Cell Width (tt) I 1 50 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
ft .;vloe
40
1
Component Legend
SR1-'A B(.ndle- - 5 ft or 1C It Icncths
SR1-12A or EZ 1201A in 5 It or 1o It Icngths
F l SR3-12H or EZ 1201 P or SR3-12H n 5 ft of '10 It Icnyths
o 4" Perforated Dishibution Pipe With Pressure Lateral Inside
• Turnup Enclosure - - - - - Pressure Lateral
Buw:les are cuvered'vmth approved gcotexti~e'abrla as per .,te t!ucir pr'cduct app'c,al
Distribution Cell Plan View Layout - Typical
6_cOlCell Width - A (ft) 90.CO_~Cell Length - B (ft)
Center Connectror Lateral Layout Diagram,
Force Main
o ''Rr,de - 7-------_---------- -
End
PAan fold
Pro-ect North 3 bedroom rep,acemert rnocnd (race 5 of -0
Mound System Maintenance and Operation Specif((((ications
Scivice
ReJrtlltr's os Name S t Croix County Zoning De 't Phcce[r71 3e5 468C
OIN POINTS
System Flow and Load Parameters
Design Flov: - Peak 450 gpd Maximum influent Particle S ze 1 8 r
Lstimated Flow - Average 30G god Maximum BODS 220 wq _
Septic Tank Capacty 1c00 gal Maximum TSS 150 mg'
Soil Absorption Component Sipe! 54C ft' Maximum FOO 3G mg, _
Type of yvastewaterl, Domuslic Mix i n in Fecal Colifoi-w = 1C_4 cful-OC :n_
Service Frequency
Sep: c and Pump Tank Irsnect and~or service once ever 3 ears
Effluent Fitter nspecl and clean as necessary at least once every 3 years
Pr inp and Controls Test once every 3 years
Alarm Should lest periodicaLy
Pressure System _atera'.s shouA be flushed and pressure tested eve -y 3 ears
Mound Inspect fur ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1 Observation pipes are slotted and materials conform to Table SIPS 384-30-1, have a waterligW cap
and are secured in as shown in the EZCow Mound Component Manual Ver. August 20 2007
2 Dispersa. cell media Conforms to EZfloev products approved for use with the EZflow Mound Component
Manual b'er. August 20. 2007 I'ledia is covered with an approved geotextile fabric
3. All gravity and pressure piping materials coa`oun to [tie iequiremenls in SIPS 384. 'v%i s Adm. C:-de.
4 Tillage of the basal area is accomplished with a mold board or chisel plow.
5. -he mound snr ,care and other disturbed areas will be seeded and rn ache": to prevent soil cresion
and nelp reduce frost penetration.
Lateral Turn-up Detail
Fir isnod Grade
6-8" Diameter Lawn Tnreaded Gcanor.t
Sprinkler Valve Box Plug or Bat Val: e
i
Lati ral Ends at Last Orifice Where
Variable I.englh CleanouI Begics
} I I ^
sng >ti'eefl90 v,u
teal r s ter- 45 D tree Bends Same
EZfion SynU:~hu 1.1eda DiamAteil Lateral
2 06 Feet
f- Distribution Lateral La,.eralCleanout
Projeof N :1h 3 bedrourn re;aa:_crnent mou rd Pa,,o 6 of 3
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
I I ; ti'esta T :aU t cl" dted 11 i,c arce it, SPS 382-64 duns Adnr Ccde, and shah. ma rlariec in accordance v+dh Ks
ooir'lrrrerrt manuah [t.'!inw F,9r:und crmporert idanual Pressure :hstrlbutwn Component Naiual Ver ;'C Stir 10706-P IN
i and SSl Ollie Publication 9.6 t01i81 jl and local or stale rules pertaining to system maintenance and maintenance reporting.
ecOhc and pump lank abandonment shall be in accordance irm SPS 383 3:3 :eels Adm :;ode when the larks are no longer
.roc us POVIM canponents
Senilc or p'urnp tank manhole risers, access risers and covers should be inspected for rater tightness and soundness Access
I permgs used for ser':ice and assessment shall be seared vraterughl abon the completed of service Any opening deemed unsound,
de'cotile. of subject In failure most be replaced. Cxposed access opernnys greater than &mches in diameter shall be secured by an
,~fcsti';c locking device to prevent amcental or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by in :ndradual ceo fied to service septic tanks under s. 281.48, Stars. The contents of the
~.lct.c lank shall be it spused of In accordance v:ith NR 113. 1.1 Adm. Code. The uperalmq condition of the septic tank and outlet filter
Ira I be assessed at east once eery 3 years by Inspection
The edit et liter shall be cleaned as recessary to ensure proper operation. The filter cartridge should not be removed unless
pre, sons are made to retain sokds in the tank that may slough off the filter when removed from its enclosure if the fillers equipped
cnth an alarm, Ihe'.Iter shall be serviced if tie afarm is activated continuously. Intermittent filter alarms may indicate surge Ilavs or an
rnoending conlrnauus aarrn
The septic tank shall have As contents removed Man the volume of sludge and scum in the tank exceeds V3 the liquid volume of
th, lank !f the contents of the tanK are not removed at II'e time of a Ir:P.nnial assessment, maintenance personnel shall advise the
,cr as to 'Al the next servce needs to be performed to mairl less than maximum stun and sludge accumulation in the tank
Tic addition of biological of chenncal additives to enhance septic tank performance is generally nu: required. flowe'ver, if such
I_ r_d.lcts are used they shall be appro•:ed for septic lank use by the Vyisconsir. Cepartment of Commerce
Pump Tank
The dosing tpumpl tank shall be inspected at least once every 3 years. All swatches alarms and pumps shall be tested to verify
Proper operation. It an effluent filler is installed '.vithin the tank II shall be. rsoected and serviced as necessary. It the force main has a
,I hole, r. should be rated if it is functional during pump operation ono if dol. it should he cleaned.
one should ever enter a septic or dose tank since dangerous gases may be present that could cause death'
Mound and Pressure Distribution System
Plc trees or shrubs should be planted on the mound Plantings may be made around the mothers perimeter, and the mound shat be
,ee,ed and mulched as necessary to prevent erosion and to provde some croleclron from frost penetration Traf& tolher than for
tat+:e maintenanl on me mound is nra recommended since sell compaction may hinder ati on of the infiltrative surface wither
w-jid and snow compaction in the vI mll promote frost penetration. Cold weather installations (October -February) dictate that
it :.rand her heavily mu ched as protection from freezing
Irflueet quality into ine mound system all no: exceed 220 mgil. SOD, ISO me3iI. TSS, and 30 mgl. FOG for septic tank efO-rent z.r
TyiL BOD„ 3J mg +L TSS, 10 rl FOG, and 104 cfu'100 mL for highly treated effluent. Influent flow may not exceed roaxrmurr
at, irjri 11c•.v spirted in the period for this installation
Tie pressure distribution system is provided '.mh a flushing point at the end of eaon lateral, and it is recommended that each lateral
>a flushed of accumulated sohds at lead once every 3 years When a pressure test is performed I slteu:d be compared to the initial vault
,,here the system Was installed In determine if orifice clogging has oecural and I office cleaning is requaed to ma-nlarr, equal
d s., ibution within the dispersal not.
e:bsirmation pipes '.vith r. the dispersal cell shall be checked for effluent pudding. bonding levels sha'1 be reported m tPe a rd
at, le;els above 4 inches considered as an impending hydraulic Iaii requldng additional, more h IgUail hi mil
Contingency Plan
If the sephc lank or al of its components become defectvve the tank or component shall be repaired or replaced to kee the :yst= 1
roper operating condition
`the dwrig tank, pump. pomp contras. alarm or re!a'ed erl becomes defective the defective component(s) shall be Immediately
--oared or replaced with a component of the same or equal Performance.
• me mound component fails to acted! wasteveater or begins to discharge .oaste'.wa:e: to the ground surface it will be repared or
I aced in its present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and
dlsprual media and related piping, aid 'eplaeidp sa e components as deemed recessary' to bring the system into proper operalrny
id 'I or
_eP -'air or Iii ti pear. Ipr the "1Br-2' rr tc cnI'L I- I`U 11LII d u rur III Cdl F' i E rFt u N a ar:: 9ervl1Le pnT1InP
• Gn 'TYo of/%~ ~Exq f;,.y y,~,.ii e:'i."
Scl.. ;/r; ' •/1 R'• i1~.*~;.rrd (~,,•r~ ioC- C;nt
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CY,s6 ~ I f~/C 6.(~tnPC /IarYL
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+
r dY 11 -r'~rs spec•rc/cE 1-,~' S6."ec.y C6, 'j
/
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Technical Specifications
PL-525 EFFLUENT FILTER (COMMERCIAL)
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1
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WIESER SUHSHETE
UFiv i,_. Jr i
H_L VJ'l.V;'.
I; , O l
J
s;m,, x Fe: PUMP PERFORMANCE CURVE
MODEL 151112?13
Pumn Surd o
12
g A`I_zm: 30 15
Yn 2
~rC "J7riCZS 16--
U 3c- 3- 151 i _
o : vemanms
- 6. 2G -
-
GAL'_ONS
L7540 1 10 30 120 SC - 2M 241j 283 3350
F -OW; PEP rv!NU c
ModIs 151:152:153 60M
S 1'. CROIX COON I N
~1 111 I(' I ash \I,AINTF\,ANCE AGREENrIEN l
AND
OWNERSIIIP CERTIFICATION FORM
,r 131h~r Eric & Renee North
\lailin • Address 2888 Co. Rd. N, Wilson, WI 54027
Pn,pert Addres; Je6gt(pCo. Rd. N -
'JCnlr.-i1 -I Icy-luirQ t 11,11n ('1161111 r K: o: a a,. l ieparimcut bIt cc'r..,r:•.t1 ronru r
Cii,?Slate Wilson, Wl Parcel Idenliticauon Number 004-1039-40-200
LEGAL DESCRIPTION
`r
opc17, Location SE . ; . NE ,::i Sec 1 7 . T 28 N It 1 5 W. To„n of Cady v
Subdilislon Plan Na . Lot
( ertified Survey Map N Volume Na . Pace a Na
\\>m rants Recd (before 2()07)\'olun,c . Page It~
Iwusc ❑ccsdx, Lot iares idccaliahlc ❑res❑no
tit S rr:\1 \1.11' 1'I:\ \NCE AND OWNER CFR7lFICATION
1111propu u,e bard a..nrahti' l r„I <•°u I. u.:" tvm a~~iCd n•,uh in 'I. prernrtlnrt• laihue to nan,(1.: Uoae~ Pinner
r.i.i.ren.~r- a b>i,ls o+ nuuy,ini uni dtc scpuc Link seer .h u•::;. ur eu„ncr. it needed. b•: a ;ti coxed pumper. 'I't hat \"it put lilt,,
m_. I rd Iecl Inc :imchnn of We septic lank a, a nc,.mem stage III the tt.lslc dtslx,sal s, stem. Ow,x•r maintenance
11t arro ,pcctticd III §SP`, 1N1Silt I I and in C'I:nplct l Z -tit. Clew Comitt Sanflan Urdinawc
ropetfi onucr agras to submit to tit Clol\ Couch {Tanning al• Zoning Ikparimcm It certification Corm, signed br the
b . . I :nester plumber. lout 111111,111 plumber. restricted plumber or a licensed punrpct ,et r) ntg Ihal r; I I the mrAilC
I,\ ~tcut is in proper operant rg COnd shun .ilu Por 121 after Inspection and pnmpmg (it I1CeCCS91', Iho segue lamk t9
th:ul ii.t Iitil sitslUdt•c
Uwe. the undaa spatcd bane read the abocc rc,pmcmenls ctrl agtee Iu nwinwin the pm alc scnage disposal scstem kith the
IUalderds see terill IlclcuL 115 a't h\ the lkpartlne,l tit S;dbt\ And I'tullasloC;ll icob and the I tIt"Imltenl of Natural Resource,.
1e of Wisconsin. C erl it icat ion >Imntg lira cour septic s'\ mcnl 11.1, beer man nhm:ad must be completed and setuntal to the Si Croix
TIM' Planning & /tilling Depart met11 is 1111111 311 daas of the u,rce cuu cspunGun date
I o •erlit, tltu III statement, on this I I t I ' true to the host of im one knot, ledge. bwe auNate ffic Is 113C
q,etly test'[ ]hod abl,a a. I,\ iruta I a tten:n I'-ed rea,nicd in RcVI. I r of :)Cal' O!(lee
Number bedrooms 3
SIGN.-1IUR1 OF APPLICAN I(SI U.`1L
• ~"vn ulrn I::JlI ntal is ntisrcpreseucd mac Icsult m fire s:uutan pcnru hct.it. rat real b•. ih. I'Lun:+r~ k /,nnnp• : )cpanmc;tl
lnehulc will llus application a receded narruut deed l}om the Register of Ucea, (Alice and .r cusp) of the ce11111,-d m, ca map il'
rcliewnce is made ;n :hc warnmh .iced -
(REV. 04112)
Sofr~
a
i
"_AfJ G ~j1_ II 1 ~
"ItY i!o -f
kd i
'-4 = 72
~ r3lo~1224 I'~ air
17 = 13ro j' ll
~KL= 70$O SF ~
19 s 152 40' p
_ F 3Co = 11 52
~ y~Br.F. r 1 io4
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-vso I_ L A D
nC I : -its' , tr ysr IF9 t, c - 1_13 1, Pagel of2
u: Of nor SK,a jl~
i-• SOIL EVALUATION REPORT
In accordance v ilh SPS :385• vru s Adir Code Courly
ApR L J ! ~ I SI Croix
Ada---) complete site plan o 4 Paper not less than 8 1 ~2 x 11 inches in size Plan niusl ncwde, - -
cel LU.
-,lt rot limited to vert: f 4DF~Cotjft ace .dim BMr, direction and percent slope. a Par 0
scale or drmensr rfy~~~~{{}~~~~a~~~~~''1~ slnce to nearest rode Fron .34-1039 40 Ref #2435
~iVMI'nu~I11 UCV Cr-~i"IttC1Y~ - _
Please print all information. Re' : •ed by Dafe/I
Personal mlolrrlaUOn you provido may he used fo' •,ocondary pulpos¢s iPnvacy Lim s. 15.04(1)(m)i
Properly Owner - - - ~roperl•,.• 1 ocalron N
Fnc & Renee North Govt. Lot SE NE 14 S L T 28 N R 1S L on
Properly O•wnei's Mailing Address ~ ol # Block # Subd N e or CSM#
12.888 Co Rd ._N ~ future lot 2 na Proposed split of CSM Vol. 13, Pg 3659
City State Zip Code Phone Number ❑ City ❑ Village [xJ Town Nearest Road
Wilson WI 5402% ~,75150515C5 Cadv ?90"'St.
® Nev: Corshuchon Use. FN- ResidenliaF Number of bed•ooms 3 Code derived design flow rate 450 GPD
❑ Replace:-:ent ❑ Public or cornmercral - Describe
Parent materia Glarial Till rlddd Plan elevation if appGCable na If
LGcneral omments and recommendations. Site surtable for mound POe'eTS. Recommended infiltrative surface elev to be !D3 2Y at '24 above 101.25'
❑ Boring
1 B oring # n Pd Ground surface elev. 102.36 R. Depth to limiting factor 14'• in.
_ Soil Applrcaton Rate
I Horizon Depth Dominant Color Redox Descriel on Texture Structure Consistence Boundary Roots GPD:Ft:
In. Munsell Ou. Az. Cont. Color Gr. Sz. Sh. i _ •Fff#1 •Eff#2
1 C-8 10yr13 none 1 sit 2191 nrvfr crc fvf.f 0 6 0 8
2 a 14 10yr4r4 none f s:I 12fsbk mvfr give - 06 08
3 14-18 I Oyr4;ti 1:3 ! Syr5+It s:ct irnsbk mar gw - 02 0.3
4 _ -..18 i5... ' Syr 4.6 2d r 5yr5r8 scl Icsbk rt`r rr 0.2 0.3
28-50 1 0yr46 3d 5yr5r8 t S resid Om I mfi - 0.0 0.0
Rnrvng
2 Boring it Q
pit Ground surface elev. 101.21 ft. Depth to limiting factor 15" in
_ Soil Application Rate.
Horizon Depth Dominant Color Recox Descriptmr texture Structure Consistence I Boundary Roots -1,11) H-'
f{~~ In. fAunseh Ou. Az. Cont Color Gr S7. Sh 'Eff#1 'Eff#2
Cq8 10,y13i3 none ~ sa 2fgr mvfr cs 1 v1 f 0.6 0.8
2 6 i 5 r Oyr44 rone sit r I fsbk mvfr g•,v 1 of 04 0.6
3 1518 1Oy'r4+6 f2f7Syr518 slot Imsbk mfr - 02 0.3
AV I csbk mfr 0.2 0.3
q M-4' 1 -4' 1 7 5yr4/4 m2d 7 SvrS'6 cos
Effluent #1 = HOD. - 30 220 •ng li~and I S% ) = 150 mg'L - Ellluenf_ # HOD > :y0 720 mn L and TSS s 30 s 150 mi
CST Name (Please Print) Signuluie CST Number
JamesK rhorncson _ - 'i. I
1 Address Uate F,artrahon Conducted Telephone Number
340 Paulson Lake Lane Osceola. WI 540205413 April 15, 2106 (?15~ 248-7767 _
SRD-8330(R04115)
f '
❑ Boring I 3 I Boring W Pit :;round sr,rla::e elev 102' 1 ft Depth to hmiling faa:ji m %
Sod Appl iraLan Rate
Horizon De-:h Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDEt'
n Munsell Ou Az. Cont. Color Gr. Sz. Sh 'EIHJ1 'EII#2
1 0-6 10yr3` 3 none ail 2fgr mv*fr tess lvf,f I 08 08
2 1`. tOrY5r4 none sit IIsox m~Ar 0 4 0 6
3 15-20 7Syr4,'6 i2f Z5yr5+B onset trnsb.t mlr . 02 0.3
4 20-45 'Cyr4Z - m2d : 5yr98 - cost Om mfr 0.2 0.6
Boring # U Boring -
❑ Pit Ground surface elev. It Depth to limiting favor in.
Soil Application Rate
Horizon Depth Cominart Color Redox Desorption Texture Structure Consistence Boundary Roots GPDt Ft'
In. Munse0 Q.0'
Cort Color Gr. Sz. Sh. •Elf#1 'Eff#2
r - - -
Hormg
Boring # ,
t pit Ground surface ele. It. Depth to limiting factor _ in.
_ ; Sol( Application Rate
-Horizon Depth Dominant Color Redux DescryPthin Texture structure Consistence Houndar Roots -Elf#GPDr Ft'
Y
In. Munseli Qu .AZ. Coot Color Gr. Sz. Sh. 'EII#2
' Effluent #1 = BOD. 30 < 220 mgrL and I SS 30 < 150 mq~ L ' Effluent #2 - BOD. 30 s 220 mgrL and TSS > 30!: 150 mg+L
LI VI ~aU
dGr n_ Y. Fit
hro, nd suCa r Glee. l ; it neptr ir. rnitrr a,t;r In
_ nip 4rml cation Rave
-or zon Deptn Dominant Colw I'I n dox Des iptior Texture sc•u°ure Consistent: Bouo..an Roots 3 ii Ft
W Id-msel Ou Cant. Cnlo sh. 'Eff#'=
08 10vr3r3 none aI fqr I rnrtr -S 1 f 0 e : e
5-' a 10rv5,4 non-- sit fscn. m•.•i qm - L' 4 b F
5. 2C 51°4:6 f'i ".SvfSri!
2". 45 nyr44'c rr2d 7.5y-5:8 oos Or, mfr - - C._ M
fn ' I I
I
i
r_ Boring
Bonny # Fit 3rojnd surface elec. Depth 1- Lmlm_ fact-' _ in.
Soi Apptica-icin Rate
ueptil vo:r want Coior eooa Dem-'iot,or -ee:u-r subclw'e .--nsistvme 3cndaty I Pools GFC.'F'
h. 11 Muisel.. 4. Az Con:. CJ^or G, S: Sn.
'Eff#1 off#?
I -
I I - -
- Boring
Borno # PR Ground surface eiev D=_otn to iimi;ino factor :r.
Soi* App;icafon Rate
Honzor Depth -Domnanl Qxor Rednx D=.sc'ipbor Tex r= Structure ; insistence 11:ruidary Roots GPD~F!'
Ir. Wursell Ou R_ Cant Color Gr Sz Sh 'EI!#7 -E!I#2
1-
' i
i
~.9luenl = BOD. > 3- 22u uq- anc TSS > 30 _ I5C mgI ' Effluent #2 = BOD, % 30 s 22C' mq'L anC TSS > 3D 750 mgr 1.
• Gn oY ~ 7.~je of ,'!t Ayaax. /SO''W ✓ l
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