HomeMy WebLinkAbout030-1026-80-000 (2)
PRIVATE SEWAGE SYSTEM St. Croix
;;a'rtq 11•'111 Gulc ^p D
INSPECTION REPORT Sanitmyaerr-4No
;ATTAOrI TO PFRNIIT1 615434
GENERAL INFORMATION 5talc Plan C \c
PcSCmat,n1erTallen you 1111111.11 rna. ec .,9<d'e seeoneafy p..w.ses IPn eacq : 1i n<
Perrnn IlpCar'a `Ja'ne --ity npa Township V'arce Ia. Ne
Sarah Warren TOWN OF SAINT JOSEPH 030-1026-80-000
C ST Err Eoa. 1 Imy ;!1.11 Inv 661 Descnp cm -ec'ronl low•+Ra-ce'?.Ia* VG
00. o bukyovy\ of ~n 06.29.19.105C
TANK INFORMATION ELEVATION DATA
TYPL IA=.N-F:GTURFR CAPACI IY SIA I ION BS III FS L'. `r.
i n
Sa tic ~2vU Bono}t Mof-31
V IN.a 0D. oo
1:0sing 1 " IA -~y t 9)(1 3 4. All. Dbt & Lo 5>r.w o l 0
~J ll7
"'h4n Bldg. Server
H 9 2_ Slll II In rl
TANK SETBACK INFORMATION SUHICunet 7.31 1 1o06
V•.NK TC ?:L ":HL 6I-C.. m- A1< ROAD Dt role!
Scphc ~I / I UtB
Y) cmj ottom LUD 90-0-7
^EW eaderr,4an 5. I7 1
Aeration ')1t5t1 Pi11e
TQ ~ ~
-old rg +2~7L 77-71' ~ol. System
T-~~ o q3.~1 «8
flat Grade TH.
PUMPISIPHON INFORMATION
77
`.9anUlar.Lr'r'I Der)and S: C'oYef
u crre N lo 3.00 911.07
Model Number
'UII LA: 41 I--r::hon I oss L"1 Syster•1 Head , / p TCI I ft
~mceman Lenytrl ~I Ua Z~` Dist lc v"rn r~ r
SOIL ABSORPTION SYSTEM
BED-TRENCH cR. ys I -enath I \o Jy benches: PIT DIMENSIONS Ne. Of Fu _ de Jia ~..id Ccpjh~
DIMENSIONS ~`--1~ 5L{ L / - /
SETBACK SYSTL`.1 -O Wl. 77-G *ELL LAKE:STREAM LEACHING sIa facture,
INFORMATION CHAMBER 1,>56,1 OR <
Typo of S,Iaec I UNIT
DISTRIBUTION SYSTEM } ~Y 1
H-ndeaa I Ds•tihI rn x I e Sze x Icle soauosl rI to Art Intake
Lonct-_ _[Cia Len99) 7111 rln9
Z' z
SOIL COVER x Pressure Systems Only - xx Mound Or At-Grado systems only _ Z'
w T r it L'cpt^ 1111• ❑oot" o` I I I x :L:Ar is ::1N xx Nutchetl
v 11 6oorTronch Edges No
cs i ~ re•: N.•
Fill
COMMENTS: :Inunde code dlscrepences. penscrs present, etc l Inspec!lefl #1' Inspection #2:
Location: 1126 37TH ST oil ~,p rein r
SUm L f
<xtnvj~ic C 0-,,e ✓ Oa" (ln0.r~S oil
1 i rw Bn.1 Description Al
=Ibh y)
amour: of cover =
Plan revision
side aedf Y No l'R1 A Us ~ L~ VI I r~J v -7 Us othar aide for :additional Information m alion VV
Da!n Ire ar'.:n..m cer. no.
Sri tU i,R_'j ! -
PW,W-Y \
isclusbY Caary vxuon
AUG 1 3 201 uo0Ew,ae~m~~a w ST Ci~o1x
PA. Box 7162 9aa'ayp®it Man (w be 5lbdkby Cu)
aaliaon N733707 T07-TI62
Al
T7 a
Nrmit Applicaiio Sme Ira locum Naeha
In ecwdm with SPS 38711(27, We. Atm. Code, smmmim of do fats m the appsogiae pva not 'AJA
e mqI prior b obanvg a aaoikry III Now Applicam forms fm Pw"d Addn (ifdit7eal tha ms,7mg -M-) ,
the U Iwva rt as of Softly and N*Uwnal savwm Ni awd K"Inis a yp, _ 1
Pirposts N aomhdehce vawthe law. a I5. 1 m Smlt MC- / 7/7 //7/_ 3
L
Lltaatioa - Plvae Triat AO GYM J -J
NOPenY UwaheT'a Nerve
5-AgAH 1 n1 -3 6) lcz~-so- DD0
peaty Owear'a Medtsg Amres
J I Z(v 57-* srrZ~VT Napefy1a~°" `l, ~ ,
c ay. saa _ Goat. I- A
UD Ceae ITCOe t4mbv Sµ) Y, SE smaou bb
}}uD_`0N LAf~ 5'fD/b 7/5- -yyzl~ - (iqe°''~
IL Type ofBaidbg(dI all dial apply) -X late TA- N, R
ta3pamdyl7wcOn-Mmbero/ 3 smdiv;dm niamt
❑Pbtncomemeat-Daabe U: ael hhJf? N -
❑ city
❑Stamtlwwd-Lambe Uae CSM Nhaba ❑ Viftpof -
Q 6 G.1 11 V'31 P 397 Twmor S! JdSFHH
U1. 'I of Parsed (Ckak oar Caapleee We B ifappirat8e) VI.
❑ NewSyshm Rephoamaq Syaats Tmrmadniolding Tat* Replaoehhao Qdy ❑ 060 VW&ficaion W rvmb%S+Jmm (explan)
R• ❑ Patsa Raewl ❑ Norma Revham ❑ chow arpthabor ❑ PI TtsmGr O NM v t~ Neviooa Pa'm";e" IMI and Dsa taad
Befaa tspbatim - - oaaa Z4 J -140 / 08- ZZ -g-
rSerk aR Ya t Apply)
~v-
Nao-Nesshnmd MCAamd Neasaimd hh-Cxnmd ❑ A14kade ❑ Mound> 24 in. ofmilabk ail ❑ Moud <2A d otaoabk soil I
Nddnig Tact Uispaal Corope®[(oplm) /~r ❑phaa mrat [kwtw<eaplain)--
V. ` Aeaa t.garvtlas: -
Deai®h M-(8Pd) Deaip Sal Applicatim DeQend Area Reghiwed ( F)dpaml Arta (it) blow Ekvmean
1f.5o G. 750 _77¢ 9y.C>S
VL Tok lafe Capaaq M Told so( g
GWkm G&Ilona Unis 3yy v
Nw Twar. P.esoe l'ai~ S ~h U
svle~'NMa~taaa ✓ ' M t'i ! u i. M u. 3 a
oargcaaw IzOU JZCU ) U(cS£TL-
5zf0 5yp / S.l,'fILTRf}Tgr~
x
M- Seaea 161 I, tle aadwslp4, veve W oaeosaseYa M on POM'IS Aeww as at labeled Flom
Phaiber s Nave (Prod) r
1 SIe M4MPRSN®hor &nahos PhmeNemba
fiR1l1G 5 L J 2zva3~ 7/5-57f?-2856
n1twOu S Ad2M (Sbna, Cory. Sac ZIP Cedc)
CS E. Cf(Qf6A S7. C L VTT In1i Stii 72
vu rbood se
U-I
Appsoaed I P,sma Rae Dab - b-s SWAI
-Rhsvahfor»mist S 560. C S zn
ELC itOrDIT^ ' 3) s
on,z:, cril ~I pv - s -`tomIt 1 ,-c g'(2 ,
As per alar3Ceiner! plzn - ur'i Lv hdu,noe..
2. A8 wa(hsrk rI mina Le i7. ri. It
e
as pa rpfAerbl-1 u>r~: ; ; I ;are e.
e°'°T`ea erg b ore heaaa aY adYaasasas Caab aab wl4a aw lw aaa a M e 11 bean Yd..
SBDd398 (R- 08/14)
Plot Plan Pme aof.f
PROPERTY OWNER: 5ARAH E. IAJAPRe(',j i
I° = 40 Ff.
Legal OesQipdon: LD7 (except where noted)
~'rl Z .~1t7 5Nl ~s( CF -THE LL,
7z9:v0 Rml i t t p = backhoe pit
Ow___-N~ST_.7o5tP1{, ST, L'Y1YX
munr, w~SC~JSI,J, A = tinny brrrW6
IL 37~i T.
oon_ ' - 3.000 4r-f'
North
J
Z
A '
- - - it
w5~','y .;~ti-.= r_c^n~ OF 51.]~nY+ 2.r.3~.r3ov= _ _ _
.mac. T~'O ✓N-^. ~fE `sSVNir~ ~~.~J'~
SIG /SF.S (L-.AWR j \ ! it
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QWo~' i M
' -cc 7NJK n L~ n
9:--.eS
_ i
`vJ O0D5~ t'
e~
Site location:
z a
~~srtE~ ~'r
PAGE 1 OF 5
In-Ground Dosed-Gravity Plan
Index & Cover Sheet
Component Manual Design References:
Version 2.0, SBD-10705-P (N.01/01, R. 10112)
Pg 1 of 5 Index & Cover Sheet
Pg 2 of 5 Plot Plan
Pg 3 of 5 Dispersal Area Cross-Section & Plan View
Pg 4 of 5 Pump Tank Specifications
Pg 5 of 5 Management Plan
Attachments: Enclosures:
Pump Curve POWTS Application for Review _
Tank Specs ~ Soil Evaluation Report & Site Map
Filter Specs
Rs -F3u le.t
Project Name! Description
Owner Name(s): SARAH E. WARREN Phone: 715 _ 386 _ 9426
Owner Address: 1126 37TH STREET, HUDSON, WI Zip: 54016
Project Address: (SAME)
Govt. Lot: NA SW 1/4 of SE 1/4, Section 06 , T 29 N-R 19 E ❑or W
Township: ST. JOSEPH County: ST. CROIX
Project Parcel ID 030 - 1026 - 80 - 000
Designer Information
Designer Name: MARY JO HUPPERT Phone: 715 _ 426- 1775
Designer Address: 28497 KING ARTHUR'S CT., DANBURY, WI Zip: 54830
E-mail: hollisterdesign@outlook.com
License Number: 1859-007 z
Remarks 1, F nv 10 A
D 1 FA
FIVER Signature: (CGS / Date: 08-/z, -G'
1 2291611 SQ11alwo requ each submittal copy.
Plot Plan - Page aof f
PROPERTYOWNER: SARAH C,
1" = 40 FT.
legal DesQiption:rLDI~`,Y (except where noted)
Z /7+ ~,Il ~'Y CF 7FlE SF~ SEC. q/~,
Tz4,J, Rlgal '-IOWA) PF S7 Jo_WH St ~y~YX ~u -L- Q=baddioepit
WL-~CC.NSc,J. A = kma bcrw6
11Z~ 3-7 S►- Dap io2&- IrD_ ao0
3, 000 ACPSg
North
J
t~ (l
h
Z
~ j
W~L`® ~Sf':+M Or SIDi/.~ 2. L3~f1BOVE G.>ZOV/JC-~(. SSVM'~ COQ
3 v pew ([,AWN) \ ~
TStDP.OC•':~ o5f~r._~E g171N6 7RP~/~clc 1
- _ 1'7
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K.
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Coil
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U Z) 3' x >8 nEN~Kes
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d
Cy,) oD ns f
i
I
1
I
Site location:
z
s~v o6
r1 F
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f-
6m -AIX
= PAGE 3 OF 5
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GRAVITY-DOSED
SEPTIC / PUMP TANK SPECIFICATIONS
eaw,,,a No Scale)
rrMrr '~'°"°o.°
10 1 d ~
PAmmW%WG V WW W22tas
EdW&MdarB Vm MP
r+.rr~tra. `-~rw
• *o~o e`en.
CAPACMESO 5e rgow
AL
A 0 D Mh Depir= in
B 20 . o T , 2-Z.
19 , 7. j
0 e a..
*Purp Tait Ugdd Lewd PULW-O
Fans Mein Di msW ¢ vrr.
Z- n.v.. WSIDE BoTroM
I" ohm* ELEWRON- ?F. 0 ft
qmmmmmffim~
Buyfm main bobw*odtbmQbowima i7/x ./b3 c,,s z 7 1 an s `a`k
W rd=MMMV Perri b WS 982-M(11Xck WA.C. S^770 = 2.7 7 gsGQ Ch S = Jam{ L 3 ?WJ/a+' c/d4S¢--
[~1T . , gee 4-< _ 4;4' -3 - S. ~lc;tsj'a' r
tsoaca.twft+-won ►ctcwwa90/7/X 1,30':90;:, 0.:e4/
Vakd lit = 5_S~-R 9
PUMP TMgC £ s%/~dC SEP11C TIWf
Vak me = ~U) ad
Tolal VoMrme • I 2-O0 9d
Meru w2mir NF/L7 6 ) D 1
Mirr~rer(ak ' t t
PWO MarM*Ckx er; _ 1 44T9
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of
PAGE 50F$
In-ground DoWd-Gravity management Plan
tl/rOR7; AI(i:
no amier orbs k%- u I dose~yravty tysirm d,d be w MPOFA efor to PONPOWd (Wm"*Oand °Ah'w" ow*
Prat b m**smeras d WF S 3a2aa4. WYo. A*Mm CcdL Rasrst b SPS 383.52 (2). V*m Adtin. Code, tit
sysMOMbo aft
OW. gIMMOa 80 inepeeOM 01 d mtitars~oe aCYii M OW be PWIWMW W a
aooordrroa %vo ws w&S2 a). VA*& AM& Cod&
Dss~n FbMI s _ tt>~ 9M S ZM MW; 78E S 190 wgai FOG S 301090
W4SPEC't EVMY 3 YEARS
tt" of use
o age d s1Ytm
o raiWMW factors P$ odaa, user OMOP AL at) aosia 610
o oed+rdeg mWkmc on (Ls. punpra VdWWL o
sl boeoss)
Mdum wpm UAL. IN" me" cmmdwl- Olt-) ide vahms in
aneerobie tra~atri and any debbufon m ~ . ~OM 1 dM
o rAO" OF kMgNWW uts (L&. aeeodrrp nO"MMsa. pd
Coll ~iMd ID doft
o doait0 MleaNrMes - K APPkdfb (Is. P W %LM Alch dO s, Mr<s. sWnM sic.)
o abciddcapararo-tspokaU(ta„s'viG' COMOCOO"L
fatedddlPtsteue-cmWastodOdF )
o surimsdiodwWde1Wator an Up back"Wkft waWMd
YNHfA01 EVERT 3 YEARS (Or Wh@n 11 M& a. 281 A8 o ~l i0(1 t tOtMLt1'feii In puteped by a eaeiti. ae hkd(rtl a % ~ Qf IM O) or
9 pumkd to NRv13. Wisc. AdF*L Cade.
SWL atere tr vdam al sA t in sw um4o) ae areathaldtbe
Wad ordrMwlL USPad d OO1m t isquind by as ~a~Atlt be domed A it r to
ParbdnisbM le"WA gjor~1a
0 SMOOLIMIM o~mI to
mar*&
rite
ratinlsris+~ wParls atest be Wass lad b the P qW No 9 * in aaconfsrwo
WS 3UM WW- Adrbe. Cods. RspaR and os+8 t~r1° a sg c ~A fl 337
,TT4-77 / ~ Phaex
Nam d lydvidrri or congMv.• u ~ ~SCL. _ ~fF,
Used 0,, re Unt--$1AJX ~a Ty V~ ~°na _ 7i
tod 0ovrnrrra r.ir adre.c V , or ranbied PI/sutd ID WS 38&51 (1). ~ AdniL
Any dtWctee part dctt Ae Mpded. replaced. I SPS 3s3. Wb& AMkL Glide.
tee POM►~S eaa~ wed Wdges WP°v°d by to dtpremst in
Cod& Rep* OF d MPWMM P~ of
aemrdtirot at)l SM 304. VIA= A*HkL Coda-
aflft~ in tS hi ttbd tatelrtart oomPorcert d tis PCW M c ..t be rapeirtd. it sW be ~d 0~'l>0
s pion auhwMcI tc trt approP~ a0erroy for ratio' a"d'PP1°w6 ~ p,a d d *r molls
sbandoned and rtpltcad by a cmdeooawiylna dtPerd ontl0onelt
8148110 ~hrranereent
J alri be aoendared in acooedr+oe vMh SPS 383-33, wise. ammo. coda.
K use of tit POWTS is dtcar kwod•
s r(FJm In a 5/B 1
b _
3 5/B
4 ao . + +
U
g 0
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ubwm
emEL as m CYCLE
Furl a.lss fart
a n ~1 m
p P 1~ m
u e ,s A 12
a t5 c~ 6
~y Ye Si
4 3/16
a.+e
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• 9erdrirm amwnawm for d(pkx am wismAe and - vwbble feral am sw, , are woolable for carboom aln9le
suppied vdh an abnm and Yaee pawee sysm"m
level floe[ awidles are eraieble
• fiedrani®1 M- a Tars. far d(plmc sfe~w am eveiebrs - oma*, P)9{ warlobb
wo or wihat sham smmct & for vaiable level long cycW oorlaoL
1. bl9dfedgsralae20r~a~daao~e~~rodmorcaldwPad `:yY
Slmdad a8 modeis - Weight 39lbs HP_ 2 SgFO1d~a~W.bderrta e7. vaaebM~admbk.a.
sarr. ua 9Wdse vtaili rYirbrt007. v'.
me" wasw e!! - i Yd~linlr10Qr3sAUaP
aaaRe~Rtrmwrt~tldBv>a1dAYrrr.
-
_r® /8 / A.6, M 1stfT 4.
- 3•~parat tOY27i pie saCeld a~vbt Wd/dWbK (4 (4)
qBb 116 1 ara tU 2 6 9artdS d
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7_ Tro Qlry.J.trvavrarrmv.dnnv+W~
olim N
4. Cw• ~ ftm°
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raibwrtuaaeerrr iwwrfaras.~\~a\~ YWblwd&iL'Yr. ..U ~wArki AlakdA W=dlg uc dMWM JMbe - s
B
la\BOGM
Fielfil.9dedaere~ Fr111P. vubW'lev.~Ekmk :c Coft caa. cM° M laM moo dH xan Etl lagW.
x.a.de
8'y.wrsseriaf►.oaalatfinmltMaa3l+am.fip~ nun.W dw ad...aus m.=kmd2xfdlY.h
RESERVE POWERED DESIGI~,.;
For u omd candbons a reserve sahAyfac6m is unsaved 'alb"design of every ZpeJler pump-
or-rm PA eoray
-)ritllf.~ali0 ~ -iaaidlpl_.
`0. ~laioi((7 ~)Fferr
- ~7JFffifr•1~070A<_ ]~wnrffa.s.'lo+~®
~ PV~~ ~Q fiicryoprrlaay
of
+TTA -fIIV-, L-"NT-
IM-54C
tanks
Features & Benefits
• Strong injection molded
polypropylene construction
• lightweight plastic construction
y p and inboard lifting lugs allow for
easy delivery and nandling
• Integral heavy-duty green lids that
interconnect with TW" risers and
a, pipe riser solutions
s • Structurally reinforced access
ports eliminate distortion during
installation and pump-outs
• Reinforced structural ribbing
offers additional strength
• Can be installed with 6" to
48" of cover
• Can be pumped dry during
pump-cuts
• Suitable for use as a pump tank
or rainwater (non-potable) tank
The Infiltrator IM-540 is a ligh'weight strong and durable septic/pump tank. • No special installation, backfill
or water filling procedures
This watertight tank design is offered with Infiltrator's line of custom-fit are required
risers and heavy-duty lids. Infiltrator injection molded tanks provide a No special water filling
revolutionary improvement in plastic tank design, offering long-term requirements are necessary
exceptional strength and watertightness. The tank may be backfilled with
suitable native soil. See installation
instructions for guidance.
RISER CUTAWAY
Re nforced 24- Custom fit
4 Tw Riser
strluctJral'
r~
access W
~v A
Heinrorced"-
watedigh:
mid-;earn
gasketed
connection
l`
_T R ATO R'
IM-540 General Specifications and Illustrations
A A'
The IM-540 is an injection molded two piece mid-seam t
plastic tank. The IM-540 injection molded plastic design
allows for a mid-seam joint that has precise dimensions
for = rR
accepting an engineered EPDM gasket.lnfiltrator's
gasket design utilizes technology from the water industry
to deliver proven means of maintaining a watertight seal. II
The two-piece design is permanently fastened using a -
series of non-corrosive plastic alignment dowels and ~vI-Fa„l rxr Rl<HIt•ea.r
locking seam clips. The IM :540 is assembled and sold TOP VIEW
through a network of certified Infiltrator distributors.
Y:F!(Ct•NF< Ix1N
Must be backfiYed and installed in accordance with
Infiltrator Water Technologies, Infiltrator IM-Series Septic
Tank General Installation Instructions and for shallow p l
ground water conditions reference the Infiltrator IM- ! ! I I I)
Series Tank Buoyancy Control Guidance. 54.6
Please visit www.infiltratorwatercom/'tmages/ptN/ EXTERICR
HEIDHT
ManualsGuides/TANKO1.pdf for the latest information.
END VIEW
Total Capacity 552 gal (2090 L)
NIX:a ate.. «ZYS: M~.N W' IV'X 1i10.N':I
Length 64.9" (1646 mm) I
Width 61.7" (1567 mml
Height 54.6" (1387 mm)
Maximum Burial Depth 48'• (1219 mm)
Minimum Bural Depth 6"(152 mm)
i Maximum Pipe Diameter 4" (100 mm)
weight 169.bs (77 kg)
SECTION A-A'
- CM „UCUS
GASY4T
uv.rv ~I
NA`i rSF/.N 111P
'lWt
M1 FR,cXt
wM:
_ 1x„x nnlrfw
a6uxk.e„a Puck Roar MIU-HEIGHT SEAM
77 •~.U.6ox 7W SECTION DETAIL
Cld.axawa cl 964rv
I i\ F I LT R ATO R I-NO sr, zzt-1436 am S^-•001
W W W.IrmltrlllmxuWwm
U.S. PPneflt 4,759.9% S. i,e41;'.,155,469.5,33017.5401.:1c;SMVO5tit1,9Q\5.716,161,aW.r%65.&19b4 Crueaa PMalb:t.l'gB]9, 2.CAaS6tCM1]•MMx nor4.-p.IMVtln,
FpWUd. QMd, ry.yJpN}ny ",V 1•g•1Wa yptlpnyrk] tM Fr.Mri'" \valp feClvYlnlb] IMIb]ip Ga Iep1KCM f/aOynyN n Faf[P I,fY1rPIS VlYa' TpUnMY).¢ ] A r9(/Mlrrv! AS•1„1W: al kMdtn
::aab.x, MYxetaa[rkq, NYy M. Ch9nbeepes, MWM. RY]Lack, Qr)R;.a.OUtJT.t,. fi..ePLWf eta 3•a11'Ilxx]I v •aorm,m q IrfWale Wale Tafhnlap.e.
Pyylnx 4 a lraee,rwk q Fbty-ck. x,c TUF-717E n a ropbie•W baderaM q Tllrll'r.'NC. LM RC u a naeerlarY q IPIX I•,c.
Aa13 4diX.sW. WMa TWvxWjkn.llG WI rylM1f]rteVVW vnam N U.i:.
11411 1116
2 0 1 3 0 8 2 ,ia,
Ini'Mrator IM-540 Tank
Volume me Function of Liquid Level In 1-Inch Increments
Liquid tevel More Bottom ofTenk Volume
inches - Centimeters Gallons liters _
0 0 0 0
1 3 3 11
2 5 8 30
3 8 14 53
4 10 21 80
5 13 29 109
6 15 37 140
7 18 46 173
8 _ 20 55 207
9 23 64 243
10 25 74 279
11 28 84 317
12 30 94 356
13 33 105 396
14 36 116 437
is 18 127 480
16 41 138 523
17 _ 43 _ ISO 566
18 46 161 fill
19 48 173 656
20 51 188 702
71 53 198 749
22 56 710 796
23 S8 223 843
24 61 235 891
2s 64 248 939
26 66 261 988
27 69 274 1,038
a n 287 I,o88
29 74 300 1,137
30 76 313 1,185
31 79 326 1,233
32 81 336 1,281
33 84 351 1,3n
34 86 363 1375
35 89 375 1,421
_ 36 91 387 1,466
37 94 399 1,511
38 97 411 isss
39 99 422 1,598
40 102 _ 433 _ 1,640
41 104 444 1,681
42 107 455 1,722
43 109 465 1,761
44 112 47S 1,799
45 114 485 1,fl3S
46 117 494 1,871
_
47 119 503 1,905
48 122 512 L938
49 124 520 1,970
50 127 528 L999
51 130 535 2,026
52 132 542 _ 2 050
53 135 547 2,071
54 137 551 087
55 - 138 552 2090
1ofI
STF-10p
_ n- FearuREs
I
# 4 Low maineenance
r 4• Easy to install and service
r 1.. Economical
Extends ft of drain field
P IMIPMves effluent quality
` A The last line of defense before the laterals
S Vortex scrubbing action helps keep fitter
13 clean providing maximum maintenance
6 Uses a S.S. filter screen with 062
diameter holes
' Provides a 69.52
sq. in. or 41% open
area which allows d14 inter to Pass 83.8
_ GPM at 1 PSI
Assures quality effluent with lower TSS
levels, keeping pressurized systems
functioning at 100% efficiency
Low head loss .5002 ft or .21 PSI
- 4 Flow rate with dew screen 120,672 GPD
Q 1 PSI
4• Flow rate with 95% plugged screen
114;912 GIRD @ 1.8 PSI
sh-1oo~2 'N -lob ready with 2' schedule 80 union
and Wiplece, attached (STF--100)
Field assemble does not include union
or tailpiece (STF-10t1A2)
Use optional filter socks to filter smaller
- Particles
Rler ~ET3r
Z3 GA YIdeefBG51@1TYO[1q JJ
MMOWIS{[g ib w-
u
I Order prat No. SrF100
-
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Ifa I I M ^Ij
I 1 4~_ _ ~
CAI) Berea dM W V evaUjre in DXF I,,
113
_~L 1 ~f.'fu~ i_ .ua-tm trn
If ~-J _ BMt~4Iib
K-+I i RELATED PRODUCTS
SW-104-61=1 Poo 14
STF-104-1SM90M Paps 14
eta ' STF-104TNpepe u
~nri nwrs SW-101 Pepe 14
' I STFAMNQe14
STF-107psge 14
Y-.- _ SF(-1e2~14_
Rrer eeEriaeppyft,r SFF-FC page 14
STF15011ege 14
- r tee U.S. Pafenli s, 555, 452
CamBe Paeert i 7, 737. 751 STF-103epeae 14
SM-105 pace 14
Till Free 858499-3780 OAcs231-682-1020 Fexc 231 S82-7324
EmB9 sinili~.W NFb www. 4g-sirsaech,,, PAGE
.
2
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owtter~pypt~SRWi-tl G✓rE►2RE_N
Mailing Address S7
Property Address 5}hM t L
(Va&c*m regwM from Plmning & Zoning Dgwnwet for ttety ooosfttchoa.)
City/State A U bs cyo, us. Parcel Identification Number _ 30-/01%- $C~ 6X
LEGAL. DBSCRWMN
Property Location , 5 Sec. _ , T ?`f N RW, T. of 57 . JbSEP
Subdivision Plat: ~S Pr Lot #
Certified Sauey Map # Volume 3 Pam # .73q ~7
Warranty Deed # (bcforo 2007)Volume Page #
Spec boa's Dyas7o Lot liar idmti6 "C*WO
SYSTEM MAMMEMANCE AND MOOR cu-nocamm
Imptopes use and naiotmaue ofyonr septic sYriam cold tesdt in its Premffine failure to handle vhvtses
maiamce coomeb; of pm*mg out the septic tank every thine yens or sooner. if needed, by a licensed PMEW Who you the WsOcm can affcd the function of the septic tank as a treameat
stage in the waste disposal system ov w es inOneeone iWo
ravPoedbiGties are specified in §V& 393,52(1) and in Chailiew 12 - St Croix conly Saniysy ptdinmm
The pwpxV
ovvmr and by a aaw to submit to St Croix Comty Pleasing & Zoning Depwtnmt a ee<tiFe~ firm, aWted by the
wvastnatei disposal A'raaPituseber, m s mlourne9rms dt®ber, rralrided dr®btr ur a licensed pumper venting that (1) the on-Bite
less than U3 fdl of sludge. COOdhics. and/or (2) after ~pee0ion and pampiag (if' y) the sepac tank is
atmdarde a es w lheih UM&Mugmd ban read s the above niquiremenig and ages to rmiotam ree ptivain Rvghge disposal system wb& the hmw Stateards a fD s CevuSeas ~onmt of
Salary And P oed S~0° mid the Depahaaoi of Maomw kesomc
'V°°a &M Your mph- syaatm has bow araimmicd non be completed and teoaned to the St Croix
COSY Ptmmg & Zosing DVwbnms t~tm 30 days of the *am year mhpi i sion dale.
Uwe ca[t!y that all ><alemmts m m we Use to the bad of myAw tmoaiedge. Vh am/ate the owner(s) orthe
propsty dwe ibed above, by virtns of a detai tacastsed m BsgaOEr of Deeds Office.
Nober of bedtrooms
i
SIGNATURE OF APPLICANT(S) DATE
" Any Mbrnation that It mi nape se0j d s sy remit m tba aeahdry pnmit being hevdked by she Plaonmg & ay
_ _ Tag Dapathasat
rere+ne is asside in die wwrtasy deed vats ty dead Isom the ZWON of Deerk t)6toa said a copy of the as ti5ed navvy map if
(RRV• aYt2)
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR IPfILIZATION OF EXISTING SEPTIC TANK(S)
S flp~tf 6 t,~1~rzRt !v
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address) l iZ(o 3'7*'k 5' P-EET located
at: vi '/4, 5E ''/o, Section _ V&, ,Town 21 N, Range W,
Town of ST JVsEPM St. Croix County Wisconsin.
Upon inspection, I certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of SPS. 384.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service
Did flow back occur from absorption system? Yes No
(if no, skip next line.)
Approximate volume or length of time: gallons _ minutes
Tank Capacity: 12-00
Construction: Prefab Concrete X= Steel Other
Manufacturer (if known): w i ES & 12
Age of Tank (if known): 01,
Permit number (if known) ~l✓'/oS'0
(Lie sed P~umber Sigr4tu~e) (Print Name)
PLVABER Zz,qo 37
(Title) (License Number) J*WMPRS
<~1III-1
(Date)
Form to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer
(NR 113 Wisconsin Administrative Code)
Rev. 2/2012
DEPARTMENT OI INDUSIRY, INSPECTION REPORT FOR SAFFT~ & BUILDINGS
LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISIn\.
P O. BUi /yBd BUREAU OF PLUMBING
MADISON, WI 53707
XCONVCNTIONAL ALTERNATIVE
1 Holdinq Tank In -(jround Preswr,, I Mound
Rick Peterson. RRl11 YTne Judge UR.,Huds Cl
on, WI 51t, k r~
IUr / re i. ~i , i , ~i :r .r• wEi IT FL 1.. r.. ~
i
N1% SE, Sec. 6, I29N-1219F', Town of St. Joseph
- T < -
r„m IN La1)PIT I 1614 1 St. Croix 43640
SEPTIC TANK!HOLDING TANK
-
\cl uar.
ow,.ul..r~.1 t 1 L I.
~FF NC I- YES-1 NO
~g.~~ 98.
~v~en ~~0 D Z
NUMBER OF lwrm r'
Ili ~-I , as
FEET FROM
Vh. ~N1. l 1 .i NFARFCT -i~ I V U 1,6v- L~
DOSING CIIIA~~``MBE R:
ylS _ NQ 1 YES - fJ r rL5 ~ND
(iAl '1NS PLF CYCLE NUMBER OF
DIFFERS NCE BETWEEN ! FEET FROM
I
NEAREST--
PUnIP ON A1.4) OFF1 I F, kAIN
P SOILABSORPTIONSYSTEMCr.k :,."CF
CONVENTIONAL SYSTEM.
BED/TRENCH PIT
DIMENSIONS I1 _I I t ~
'N/l1MBER OF
`p V
FEET FROM O
i,__ •Ib o- .Is.iy 1NEAREST-
MOUNT) SYSTEM-___ - -
v11 1 i[I. plowed perprndi^u. 'n elope
1 -1. ;hr ure I. the fili mat« n :a for PROVIDE AUTAGRAM OFSVSTEM
indl rov:<dxmm,.,p lop" nuwJ >ys m<. to rlake certain ;hat it I ON REVERSE SIDE. SHOW ELEVA-
I IONS MEASURE
meets the cr Mna for medium sand D.
YES
~,v - -
YES -NO e r N' - YES NO
- - IYES NO O VES _:NU
PRESSURIZED DISTRIBUTION SYSTEM - -
- ;iF r.\n,:;. n, w+•.E ~.rr~.. nE C'.-v r,ri•n,r.-_--- .-oevo, nEa:-,«cnvEA
BED/TRENCH rI-IS - -
DIMENSIONS L '
1 11.1'. 1 PI YnN'1'J♦ .1\. InA. \ 1 ':1$In 'I~( 1 SI IUJ11 :N PIiE tl - rL6 1.'
I ~r Ira
ELEVATION AND
DISTRIBUTION - - - - e 1 r}I n.t,R.r:.7P t..
I rr
INFORMATION IVUI aArr.a A, -
.-]YES JNO _Y ES _ ~~NO
COMMENTS: HnvANrrir nlawlcrws ~g5awonnun wr..s NUMBER OF mvrwrv wFI C BU Un•:c
_ FEET FROM (I"
N NO _ YES NO _ NEARES
C7 7,og57'~ ~9~451 ~22
0 -7 (1
40
~t6,
`l~ ~ o~ Gti3
j!
F
Skr,I tivstPm wn Rciain io Cnlnty 1 Iv'OY elldE
1 L.e I
DILHR6BD6710 'A 01 ru7! j - - - - -J
• _ .al:_ _ 11 i
• •1.'I CI ':kl. it cf :.I ~I LN yf.l'ul:
mG81< ' 'j 1ly;ljll ll' ]t.C. 'f is n N
-
aU SLiVISIOK Ivf 1.11 Sl:a. :
ulr.l ..w .n1.1 .u w.w; l.n~:. uwa l.yn:!. wru[~ vi It t..
I 1-.VI:It IL II J. N, :1 U1;. IUU 1. 1. 1.k OF 51 Sifit
r Loo '
I
i
I
I :•C:(AIM.41U:: ue~el l.. r. :Lc e,n Ie,l 1~-. e[r:..-r pi•u1l
:.I. val i..b I VnfI I:.,I II-1C(.:I Cu p..lllt: 1 .1.. It att.:
i.l'I 1C 'O\:In: Muula Llquia l:aya.ity:
..uurt,•:1 ~1 luy:.:. .m _ _ .auk mnrnwl~ ...r=r .-l.r.LL iv:,:
lead WLI L1~ 1. i.o,: leak UUt lcr~~E//~. cal e.. t,:
Nulm-, ..1 I.~-I Ins... uufu.a --N.1 e'It I'I..a J/,yJ/\~J~$Li..•~N~.u U__. i ~Jy 4'
! ...u adl•,l pl:q.. I.I llu.
1... :I I i IL...,. w~-11 5~. Lyll.llbp: _ 19 lG' l..- F
a
F! fia¢cib(ia7'FServlces - =L 1
Wisc6rivit tleparall of Salary and
Division of industry Services, _ ~ 1'~' 1I a
1 SOIL EVALUATION REPORT Page! _ of 4
'M accordancewith SPS 383. WIs Allen Code
County S1'.C'ROIX
Attach complete site plan an paper not less than xq,112 x 11 inches in size. Plan must
include, but not limited to: vertical ard.hori{nntal reerence pant (BM), direction and Parcel I.D. 030 - 1026 - 80 000
percent slope; scale or dlrtlensells. nor2lrenoarand location and distance to nearest road.
Piease print all information. Re 7 by Date 'y
I'ersonahnionnation you pr ~ldc may M; nsnl fnrzn:nMary prupn..;Pnracy Lew. s. 15040)(m)j LU /p
Property Owner Property Location ❑
SARAH E_ WARREN Govt. Lot SW if4 S 114 S IM T 29 N R 19 E (or) W
Property Owner's Mailing Address Lot # Block # Sued. Name ot' CSM#
1126 37111 STREET I - V 3, P 397
4Y State Zip Code Phone Number by []Village • Town Nearest Road
HUDSON, W1 54016 ( 715 ) 386 - 9426 37111 STREET
W. Construction Usen Rewdeneal I Number of bedrooms 1 Code derived design flow rate 450 GPD
Replacement Pubic or commercial Describe'
Paten material SANDY LOAM 'I ILL Flood Plain elevation if applicable PEA _-H.
General comments CONVENTIONAL. INGROUND TRENCHES - DOSED - 0.6 LOADING RATE ~e fem..
and recommendations
E-1 Boring # ❑ Boring ✓
Q Pit Ground surfaceelev. 95.52 R. Depth to limiting factor 54 in.
Soil lication Rate
Horizon Depth Dominan Color Redox Description Texture Structure Consistence Boundary Roots GPU11f
_ tn. _ Munsell Qa Sz. Con, Color Gr. Sz. Sh. 'Eff#1 'EH#2
I U-14 IOYR2i? - I 2r'msbk mvfr cs 3v1=co 0.6 0.8
2 14-27 7.5YR3r3 Sl 2fsbk lnvfr cs 2vf-m 0.6 1.0
__...3 27 36 T5YR3,4 sd 2fsbk mfr cs lvf-m 0.4 0.6
4 36-54 7.5YR3.4 sl 2f-msbk mvfr aw Ivl-f 0.6 1.0
5 54-60 7.5YR3.4 .2dSYRar4 sl '-074 ndf 02 0.6
settle griwits
I
] d I "2 7 Boring # Boring 1 5 17 % y 54
Pit Ground surface elev -fl. Depth to hinting fader , in. Soil icatan Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtW
m. Munsell ou. Sz. Cont Color Gr. Sz. Sh. 101#1 'EB#2
1 0-14 10YR1J2 1 2l=ma&sbk mvfr cs 3vf-co 0.6 0.8
2 14-26 7.5YR313 Sil 2fabk mfi cs 2vf-m 0.6 0.8
3 26-36 7.5YR3r4 scl 2fsbk nlfi' CS Ivf-lit 0A 0.6
4 36-54 7,5YR3!4 SI 2fsbk mvfr CS Ivff 0.6 1.0
5 54-58 IOY R44 cold 7.5YRi6 sit Ifsbk mfr 0.4c 0.6
grlcobs
Effluent #1 = BOD > 30 < 220 rng1L and TS > < 150 ' Effluent 02 = BOO, < 30 rtg1L and TSS < 30 myL
CST Name (Please Print) Signal CST Number
MARY JO RUPPERT I{ollisler's Soil Testin &Desi n) '-24832
Address ate Evatuatio nduded Telephone Number
28497 King Arthur's Coup, Danbury, R'1 54830 08 - 06. 2019 715-426-1775
- SITU 8310 fI101~13)
Property Owner WARREN, Sarah H. 030 - 1026 - 80 - 000 2 4
r Parcel ID# Page of
Borirg # 0 Barirg r
75.67
pit Ground surface elev. ft. Depth to in SN
iting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM'
in. Munseil Ou. Sz. Cont. Color Gr. Sz- I'S h. 'Eff#1 'Eff#2
1 0-10 IOYRb2 I 2f-msbk mvfr 0.6 0.8
2 10.30 IOYR3/4 sl 2f-msbk mvfr 0.6 1.0
3 30-36 7 5YR34 s1 2fsbk mvfr - 0.6 1.0
q 36-58 7.5YR3/4 - sI If-msbk mvfr 0.4 0.7
Some gr
❑ Boring # E]Baring
❑ Pit Ground surface elev. ft. Depth to lrn icing factor in.
Soil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munseil Ou. Sz. Cons Cobr Gr. Sz, Sh. •Eff#1 'Eff#2
Boring # Boring
L~. H Pit Ground surface ewv. fl. Depth to limiting factor _ in
Soil icatbn Rate
Horizon Depth Daninnnt Color Redox Description Texture Structure Consstence Boundary Roots GPDfff
in Munseil Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2
i
Effluent 01 _ BOO. > 30 < 220 rng1L and TSS >30 < 150 r giL ' Effluent #2 = BODe < 30 rnq& and TSS < 30 ng/L
-
SaRB11o1RUt❑r
Plot Plan Page 3 of y
PROPERTY OWNER: .SARAH E, (tiJAAKC(\! 1" 40 FT.
(except where noted)
Legal Description:_[14 ( 0-A z IM7 , 50 /4 CF THE SEIq 56a Cl4•, ~ backhoe pit
.and bcr~~J6
]Z<1 Rl~r uJ '?pwh CF S7. ZCSEPH, 157. CoXaX 2TUg,-jIX
_ Y W .SCCA ,
I iz-L r 57, 050 - rez0 -1150 - ocD 3.000 ,ACKF-~5
North
A\
a
^ Z }
~f
Jr
crtus«co Rock DtUEI,.NN- _ --1
~£L`® O,~Mc r5D'f'(AM DF519 iNfi =.(.3 nBDVf G.RO JNG-y~55t+M'F'~ /05.DJI~
3 ~s 4Z? ~ChW/r~ rn
[3EDROOM p5•'°_ EK1071N~e 9R FHJ='K7 i 1
~c,s~ore ~
ImoxrlK ,~7 OK~ ,
"~0? OF COVED: u ✓r; ~ z 2
Imo!) / I 3
Pi
~W oD Ds ~ ~
Site location:
2
[sc-e5-7 06 Y
x, F
z