HomeMy WebLinkAbout030-1078-60-000
YOsconssn ~ep.;nn-PrtcfCcmmerce PRIVATE SEWAGE SYSTEM "'ty St. Croix
Safely and iiw yirg IhnSrGn
INSPECTION REPORT Sanra•y perm t Nr. (ATTACH TO PERMIT) 606908
GENERAL INFORMATION state Pta- ID vo
Persc-a rfo-^aric- you vode may oe used fcr senntlary puonses [P- -oacy Law s 15. D4 ip^`;
Pe'ml: HCCe- s '4a-'e' Iy v lays - Cncnsl- p Pame Tax Nc
Lawrence & Sara Emert TOWN OF SAINT JOSEPH 030-1078-60-000
CST SPd Lloa Insp. R`d Llev um Ups. rp7on SECIon:T<u:r+RancellAao No. /60 I fM If G .10 T 28.30.19.279B
TANK INFORMATION ELEVATION DATA
TYPL MANUFACTURER CAPACITY STAI ION BS HI FS ELEV.
Septic Berchmark
Ea: S fir` /QOO -7.z !a7• lQo
All Boa ! • 3'S /OS • sr5
"Jail 1~~. : a iorro ot G
A,igiion Bldg. Server
A ILI, o l a SLS Z.IS ~S. 05
He oing SUHt Inlet
3 /o
ey /a ,Z
TANK SETBACK INFORMATION SfiHt Outlet
TANK-0 I> i.L BI W-1 en oAlr uea~e HOAD ow"Ill S IZ /OZ• p~
A t bkw~ /p!~ 0
Septic > 56 %-7 Of Bottom
21 /OLO a111' 4Z /01.78
Dosing 7 56 •~3 0 1 Header:Man. /p.1.7 q 7, 0 ~
Aerotior Dist. Pipe /4,17 . C
Hclding - Bot. System
PUMP/SIPHON INFORMATION Final Grade 7r S
I'Aanufactr.rer Den•ard S~C;o er~fC
GP'al
Model Number - -
'FDI I Lift Friction Loss System Heatl - _ I UH f1 ir- Forcerain ih Dia. : to V.-ell
SOIL ABSORPTION SYSTEM
BED-TRENCH :"kith I. ergth y No. OC ens°~es PIT DIMENSIONS Nc. CI Pits Irsde Da. :p.' ❑e;a'
DIMENSIONS 3 76 Z,
SETBACK SYSTEM TO P-L BLDG 1;%flA. LAKE-STREAM LEACHING 'dan.ifachirer. li ~q,~/
INFORMATION CHAMBER OR
Ty// r- Of System SOr
, ~ w UNIT :~SCcl r.nm der
(i0 AJ~ ~ ~ O .JO n w w~
DISTRIBUTION SYSTEM -7 %~-7
Heatler: rdanifc Id r 7 s:r Uu!cn x Fr, e Sire x He e Soacirg Ver` c Air Irta e
Pipeisl _ OILS /
'.enntn~I5 C. Length C. Spd~my _ _ ['(A w4.
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only folk"
Over I:•arlh U:er xx De at Y xx Seeced:Sudtlec xx !.lukhed
iiea!Trerar Ce-ler Gcd cr._.., Lc3es Icpscd - -
-T / Na No
COMMENTS: IlrUude code discrecercies, persons presem, etc) Inspection 41. I 1inspecti/on r12:
Location: 1372 6CTH ST [4 / rem-
I : Alt Bf.t Descuptlon = L r^ !U
2 i Bldg semen engtn = Z 5. 5 6~ rT ~R
- amourt of cover = t d e yy
Plan revlslor Requirec) _ Yes No (1 8 g (/'R53 7
Use other s ce `or adaiLonal information
Date InsePCC's r'a:uc :rec. No.
SRO-S: ' C .;R 3-47;I
Couniv
Industry Services Division St cmix
D ~t 1400 E Washington Ave
s~ r f t
P.O. Box 7162 Sanitary Permit Number (m he filled in by ('o.)
INadison, Wl 53707-7162
Sanitary Permit /~~~I1Cdi1011_ "talc l'ransa- ignn,~umbcr
In a u rdml-c wall SM t4. ?II N!s Ado. L do suhnus,lun 11111w, ill t the appr, { na t `l / (J~auil ~rV
is icqui cil nor to bt uo nt a, eel I Fcnttit Avtt. \ppl.wn, u 1 nro lbl ..t do owned N )W I's arc submitted to
the Ikilm!In of Ill I I Is Ind 14 t vil `len I :rolls .n •rn 1.31 Ion c,w mloolc Ina% he used lix second' I rojc't Addus, (if Jin-e cot that mailing address)
putfn,cs In a. Wrd,mcc will. the lnv..,.ol., 14114( l)nLj. blab. _ I77 (41" titres
1. Application InfornivIlease Print All Information - - -
Prcpub Owner's Aame f Parcel d
i owl. l a kfolC, l S;u;l (1yf1-10?8-60.fN10 -7 q
G_I I
Propcny (Avrter's Mailinp. Address Propcrn I ocallon
13?2 0'I•Shecl
Gust. Lot
Cllx, State `Zip Csic Phone Number SI; Si, NC'... Suction 28
Somermt. k4 'I _54025 (circle one)
TiON R 191 or 14
1r. 1 I r Ype of Build mg (check all that apply) Lut d
G3P
1 2 { untily Dwc l imp \unibcl of hear oonb Suhiloision Nana
NA
E] I uhhu(hmmuclal Ucsnbc LIx block p
E) Pity ul
El some Ovsncd - Ihscnhc I!sc
CSM Numbcl ❑ ulagc of
❑ I Cow of St. Joseph
I11. Type of Permit: IChcc -one lox A. Complete line Rif applicable)
\ ❑ Ne2v Syslan i Keplaeemen15yslem ❑ 1 rcaUnenUl told in" Talk kepla:xnunl Only ❑ (hher Modif i:miun to I xistinp Syriac Icaplaini
n. ❑ Permit Renew; I ❑ Pcunil Ro ision ❑ (.hanpc of ❑ lean I ranslir to Ncw List Plcvious Permn Number mid Dale Issued
Before I.xpirdoon I lumher Ownet
P l' 2 ~ ' P(N4' I S Svsleni ComponendDes ice: (Check all that apply)
Nuu-Pre>swired lo-1 Won ❑ IYe,AI'~icd 14nound ❑ At-tondo ❑ Mound 24 in. of suitable .it ❑ Mound 24 in. M suitable soil
Iloldmg an 1 is Dis{anal i'o°•ponem texplnini ❑ Pretreauncnt Ilevice icxFlmn)
A
. Drs rersal?Trealm nl An
De l a Informalon:
Rit fluw igFdl 1)7 ,on Sail Ap;N .:ar.en Dispersal Area Required (sj) l Dispersal Area Pnrpoud uf. Ss'ltoo Glevahun
On 'R:I •Fd.ll 643 p(10 94 11t, 9.1911'
0
AI. Tank Info ('upueit>' in li y
Gallon, Total lot Marmloctulcr 7
(ialinns I:nits n
be, lw.- ;[mean, Tanks LLYCC
ti j C, d
ZA [.6 4 •et It, ts
Septic or l lelding Tank 1060 11100 ) 1 I ln1,110whifillrttor ~C ❑ ❑ ❑
[hums; Chamber ~ t ❑ ❑ ❑ ❑
A'il. Responsibility Statement- I, the utndcrsigne(k assume nYponsibilih for installation nr the POWIS shown on the attached plane.
Plumber s Narnc (Pooh Plum CJ?~m rc / y(/ MPAIPRI, Number Bo,mc,Phone Sumber
John Sthmill j! / ` 4/C /Y1 223'60 'I -'bn-oIXO
Plumber , :\ddress t"Irccl. ( In NI'Itt, /iP Cudc i
616 150"' Asc. Somer,el, \VI 54025
VIIh uunlvlDe rarlmenl Csc firth _
Anpmrcd Purmil l_ty , ~ Dole k cd ~ Issunt gent So.
14
/GDC~
Usvner - it Reason ]cnial 4 OF 1\. Condit ~yY A l ens gl(r Disapproval t~(YM rt7a,,
1" °i91(2n:10~ ka I (W 4-o
(ast.~1. ,l cell "j-1 ell 1.&` , t ,1_ ds,
as par marayemen' pi: n p ..ce1 Lo ~wwnt) . .6
2. M llll(bw* rKt jm-,en',s mutt uu t* <.ct. It t : r I f -
wgrppApblxutri:rdi:n,icci. II TnY (4,.L , ~a Y~C. vyta~
u 47
111arh toc.,mplrlr Ides. 6,1 lbe,yaum and culr.ii m Ihr County .,illy nn paper not leis Ilan 8 I:7 a I I inches in or
.5 4J
SI SD-63911 I R03! 14)
SYSTEM PLOT PLAN
Project Name: Emert '"`i°" ; N-~
kttarh aesign tlov~ ::xlr.:3laiiac. iui
Project 4ddress. 13,', e;:a- Svc-' commeraa Dlais.
BIVI Symbol' & BM -lovatsor. 10C.OC' 'ine Maleriais r4S-, N Slanoarc
- Scale 1"=60 BIV Desmphon -oF e` '~•J.^. I abler :3S4-3C. & 384.30-5
60 4.7 120
W2 Symbol. 331v1 levalion. 107.32 < 4 r P' AS V Cc'S0 -
SM Deswpbon. ..onCrE a SiSa 0 lro
r nl at WalKOJI OOof - Gb 4 H CiJM
Slope Gradient of 7zst c 4rea !R F; `y
Vael Symbol (i' aDDbcziNO
Notos. Vo:r•
Property Line
T1- 3'x70' EZ Flow trench EI.=94.90'
J T2- 3'x70' EZ Flow trench El. 93.90' v
~a
CL - `
li B-1- -Stree 100/oX Qio
94 y B3 1 96
BM1A B2-- I __98
infiltrator ---Valve -Existing drain field To 60th Street
I M 1060 Y
10 tank w/ Existng 1000gal septic tank to be used i!
[M
Polylok 525 3 Bedroom if it passes inspection
j House f- ~ ~
arag
Property Line
Drive
_RageZ
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: Fmert 3 Bedroom Replacement Septic System
Owners Name: Lawrence & Sara Fmert
Owner's Address 1372 60th Street
Somerset, WI 54025
Legal Description: SE1/4, NE1/4, S28, T30N, R19W
lownship St Joseph
County: St. Croix
Subdivision Name: NA
Lot Number: NA Block Number
Parcel I.D. Number 030-1078'-60-000
Plan Transaction No.
Page 1 Index and title
Page 2 Plot Plan
Page 3 & 4 Septic Tank Specifications
Page 5 Effluent Filter Information
Page 6 System Sizing & Cross Section
Page 7 EZ Flow Information
Page 8 Management and contingency plan
Page 9 Existing Tank Certification
Page 10 Septic Tank Maintenance Agreement
Page 11 Warranty Deed
Attachment 1 Soil Evaluation Report
Designer: John Schmitt Licnese Number: MPRS 223760
Date: 9/24/2018 Phone Nurnber: 715-760-0486
Signature: L-7( / ;,/lv~K
In-Ground Soil Absorption Component Manual Version 2.0 SBD-10705-1' IN. 01/01)
Page 1
SYSTEM PLOT PLAN
Project Name: Emert Design How: 4yaya"°ns:day +
Attach design flow calculations for
Project Address: 13'2 hC1r Street commercial plans
r9d1 Symbol. & R!A Elevabon. 100.00 Pipe Alaterials r ASTNI Standard
RNI Desce tio¢ -op cf 2'PdC Pi Scale: l" = 60'
p Po Tables 38e.30-3 ft 3&4.30-5 f. tiC OO 120
13412 Symbol- ARM Flevation- 107.32' 4' S:-~ nc Pv(. ASIM IJ7eeb
RIVIDescriplionl Conaete slob it haJOt walkout Jocr 4•3034 PVC AS IM I::A:W I
i
Slope Gradient of I ested Area 00~
Well Symbol (d applicable)
Notes'. Notes
I
Property Line
N
T1- 3'x70' EZ Flow trench EI.=94.90' 0
T2- 3'x70' EZ Flow trench El. 93.90'
0 - \ Q~
0
B r "Stepe 10tl/e~, 94
\ 96
B3
fil
BM1♦ 62\ 98
i
100
Infiltrator / o -Valve
jIM Existing drain field To 60th Street
1060
Septic tank w/ Existng 1000gal septic tank to be used e
Pop is 525 if it passes inspection
e
y 3 Bedro7~arag
House Q~oQ
_ Well.
Property Line
t
Drive
Page 7
riNFILTRATOR IM-1060
• Strong injection molded polypropylene
construction
y11r>
Lightweight plastic construction and
inboard lifting lugs allow for easy
delivery and handling
Integral heavy-duty green lids that
j{ ircerconnect with TIN", risers and pipe
FS' z .rt riser solutions
of ir, I A:
1 Structurally reinforced access ports
eliminate distortion during installation
~e and pump-outs
• Reinforced structural ribbing and
fiberglass bulkheads offer additional
e strength
Can be installed with 6" to 48"
of cover
The Infiltrator IM-1060 is a lightweight strong and durable septic tank. • Can be pumped dry during
This watertight tank design is offered with Infiltrator's line of custom-fit pump-outs
risers and heavy-duty lids. Infiltrator injection molded tanks provide a • suitable for use as a septic tank, pump
revolutionary improvement in plastic septic tank design, offering long-term tank, or rainwater (non-potable) tank
exceptional strength and watertightness. • No special water filling requirements
Inlet Side are necessary
• The tank may be backfilled with suitable
TANK CUTAWAY Infiltrator native soil See installation instructions
I'Ar Ibser for guidance.
jySf t:fFi
Partit oil
baf'le wall HEAVY DUTY LID
l CUTAWAY
I (f• Reinforced
74" structural
+ access por.
Structural
' bulkheads
r MID-SEAM CUTAWAY
Reinfnrced water light uvd-scam
gaskeled connection
I
ATOR
Page 3
IM-1060 General Specifications and Illustrations
The IM-1060 is an injection molded two piece mid-seam A ql ,
plastic tank. The IM-1060 injection molded plastic design
allows for a mid-seam joint that has precise dimensions A
for accepting an engineered EPDM gasket. Infiltrator's 1~I. 1 e
gasket design utilizes technology from the water industry
to deliver proven means of maintaining a watertight seal. I 0:11I
The two-piece design is permanently fastened using a y I
series of non-corrosive plastic alignment dowels and I ` y r '
locking seam clips. The IM-1060 is assembled and sold
through a network of certified Infiltrator distributors. a.Vr41 -
Must be backfilled and installed in accordance with TOP VIEW
Infiltrator Water Technologies, Infiltrator IM-Series Septic
Tank General Installation Instructions and for shallow
ground water conditions reference the Infiltrator IM- p, pJ I
Series Tank Buoyancy Control Guidance. I I\ II II fl''
I
t;,II Ir. ,Idi, ~'L vK
Please visit www.infiltratorwateccom/images/pdf/ I ~ LL,UPpP
ManualsGuides/TANK01.pdf for the latest information.
iI
i...ll J r_ti 1i
I
Jlll\ I51
ry AL
wo•king Capacity 1(7d4 gal 1414' L}
To•.al Caoaciiy 1267 gal (4872 L} END VIEW
:'+i•sntre - 16.5%
i
1 ength 27' (3226 mm) an ui5,aa,u«cpw:nlnuwm wW,r do; v:
If1.FT'FE -rll: )Npf Pff B04Pp t1[II01110I
4(h (VJ"(1'\H) roof) a4[punEl rf I
i '
Length-to-Wicrh Ratio 2.3 to 1
alesrvr. i :'..uur
Height - 54.7"(1389 mm) - - •,KI"~ 1~;- - _
IfP
- - I 1 I gout
Lyuid Level 44- (1118 mm) ] L -
_ pefy,ws :roe: nulla.l e,.
Invert Drop 3" (76 mm) sE:-Mar - ho.m - =~.vlle'
E,..11 rvlr >li
Fiberglass Supports 2
Lc,.l rf C: I
Compartments 1 or 1 1 r,~.T,• r ✓
Maximum Burial Depth 48" 0219 mml SIDE VIEW
Unimurn B,irial Depth fi" (152 mml
Maximurl Pipe Diameter 6" (152 mm) - COICHNUOUS
TANKTOP -
weight 32016s (145 kg) IIALL GASKLF
"ANK I •
INILHIUH y,11`m UP~ SLAMC'AP
ALIGNMLNI J' II
r MA I I -ANK aOTTOM
HALF
<Y,.a mid H,-]r LI
+u. anx ;rx
MID-HEIGHT SEAM SECTION
INFILTRATOR 1-800-2211-41136
www. intiRratorswaWr.com
US Patent 4,759.U'.`-017C41.p, III Iil::r:: a'191.4o14'fl.':II!Ar:1,IIG161 ..b•J..]: 1,1?J3.IMJCmxl nr r. r)J'..rr I.a eE<OV '.n[: VZ:'J: :1 I^nllrno- t:~u.r;rr
OuC<4, aid Sili.VndlP aorwlilxlx1X11.nvk[:'.'lIP!b]C•1\':4a"[v:h^pp~lES, XHIC31W Ii3rBa9195d b:dcmaran A:na: tr1211x''/ialn l.:h Ili -i:1 It-Irrnvt nLtu¢o.
(;p~nrq Xl-eLmeH r, P-XTVO, CIorL Vo_er, PlvU\ Ibs 3.O-r kCr..., .)„~Npuy, p1 .:5.]rc snag+p r.[.m lend ts._: YLI!r .H. I h Nrr]ir-:.
ncl L x vul.rn, x : P:.:.. L:... I-: 1 "II! a'na t ] tre.:or ~M1. o, • UI - r ll L, IrJp JIL ~fOL Iz m J nc~F IPFY b:r .
C C]I I III_br l'ar n c l' 411 9A.r-n LPnbrii 1.1.`,.A IVJ21'15
Page 4
paLYC.gx•
PL-525 LfEI'
nnv;JOns r7ratn!. Zabel
b l5'as!moa! t R Ou R [ --rP; . P.n.
PI -525 Fillet
I he PI.-525 Filter is rated for 10,000 (WD (gallons per day) making it one of the largest f iIlots in its class. It has
525 linear fret of -I /lo" filtration slots. bike the Polylok PI. -122, the Polylok PI: 525 has in automatic shut-off hall
installed with every Iilter. When the I i I ter is removed Ior cleaning, the ball will float up and Irnnporarily shut off
the svstenn so the effluent won't leave the tank.
a C Alarm Switc h
Rated for 10,0011 GPI (gallons per day), - l (Optional)
52S linear feet of I/ to" filtration. 10,000 GPD11
Accepts 1" 1•\'C
' :ACCCpIS 4" and h "ti(_ }7)] 411 pipe Bxtrnsien Handle
Built in gas dellcctor. -
Automatic shut-off hall when filter is removed.
e; <`i---~ Rated Ior
• Alarm accessibility. IU,WU GPD
Accept. PVC extension handle. I
i
Ideal for residential and commercial waste flows up to 521l inear Ft.
of 1 Plr'
10,000 gallons per day (GPI). r Fillration slot.
1. Locale the outlet of the septic lank.
2. Remove the tank cover and pump tank if necessan.
3. Glue the Iilter housing to the 4" or h•' oullel pipe II
the filler is not c entered under the acc ORS Opening nSr d
Polylok Extend & Lok or piece of pipe to center filter.
4. Insert the PI -525 filter into its housing. ` -
Certifi
5. Re1tlace and secure thesettine lank cover.
NSFlpNSI Staedndtoard 46
1 I '.I i..
Thr PL, 525 F(Iluenl Filters will operalr elfic ienlly for
several Years under normal condilions belore rejui.ring
cleaning; It is recommended that the filter be cleaned
every lime the tank is punnped, or at least every three
years. If the inslalled filter contains an optional alarm,
the owner will be notified lnv an alarm when the filler
DeFlrrYar
needs servicing. Servicing should Ix done by a certified Gas
septic tank pumper or installer. Aulomauc
Shut-Off Ho II
1. Locate the outlet of Noe septic tank.
2. Itentove link cover and pump lank if no, vssary,
3. Igo not use plumbing when filter is removed.
-1. Pull PL-525 cartridge out of the housing.
5. 1 lose off filter over the septic tank- :Nlake sure all M►
solids fall back into septic lank
h. Insert the filter cartridge ba, k into the housing making
sure the filter is properly aligned and completely inserted.
FPIF IOA. /abet 4 firs[ 6ltcrs aucpt Fdsily nuta l;.
i. RCplace and SCC tIrC Septic tank [over the ti;nn rtPil4•rE'switch and alarm. inter ranliu~ L...k'
Polylok. Inc. 3 Fairfield Blvd. AV'illinylord' CT 06392 'Bill free: x,7 W 9W I ax_ 203.294.8514 wwutpolvlok.cc,m
Page 5
as PAGE 3 OF 4
vs
N i N ~e fir y
L
zr~ U Q „ r- F» U
r
m Um a n aC p .U... O
W •a O c
Q,
i
N.0
r I' N L
c = a C 6 J- U
c
LU 20
a°i d' N w u 00 `a l'• poi b o u 2 2
N O L N O iS G m X q Q C N
l: N ~n 0 p C Iv u O ~ t
Q z _ k I~L-►I a E: z x
J O } c co
U N
° n o co
c
LL c0 v -I - ch O
E (oo I-
Z ° a w ti _ ° = ? O
o S II N c
II II
= W a (D W m m U Q
m II V a
W Z N m. I E° g LLl
2 O L I V= 0
L) Cc: 0
~ Q W C) cn
~u I I
o
Q~ C) U) z
W a(n 3 c s¢ n W
(n c re 5 3 I I o U)
~p a Fz I II I m W
r c
Q ° N I. I II
C)
J= a> rys°o I I
L U
~~Q/~ MO v v • d µq u l
VJ N c ° O C I - N
'if 'if
'i E` a I
W c
N
LL W N
S
COL ' o 0
C o I 0 u>
Q j I v O M N
I• Co.. LI. II x
t
~ (n -O I o N I I~
m-- o *m~y y II a d
O _ Tm I
> C r~i 61yu I I I I a
Q
s1~ N a) rn my I i N N' U)
D c a I I Z
a) 7 M
I v
Z a n
(0 ti a r.
u Ear U i d o 6 II
x
(DW w3:a~ I II I
R Q
Z D Y II o I .II P
Q s .J > Z U) Q) U -j Z III +
FU as I II
F}- I
U) L . - J
Page6
Installation Instructions for AEZf oww
EZ#0x Systems in Wisconsin by INFILTRATOR
Wisconsir. Depawne•rl of Cornmerce, Safety and Building. 5. The Absorpton area '.:SFj rereesary for a giro site wall
Divsion, has rev ewed the specifications and/ci plans for th s ; be sized based on maximum daily sewage flow (GPD) and
product and determined r: to be in compliance with chapterr: the Permeability lot the site. F certain criteria is met, the
Comm 82 this ig'r 84. Wsconsin Admin. Code, and Chapter: DSA sizing can be used it Wisconsin, resulting rn a 40%
14b and 160, Wisconsin Statutes. Al: s tcs mus: meet the Sitc ; smaller drainfield.
& Soil Cordilior•s & I_oc:atioro; & Isolation distances as noted r ;
local reg.Asstiom:. 6. Place EZIlovr bundle(s) in ;he FZflow configuration ap-
p nvnd by system design permit specified for the particu-
The aporoven prcd,.ds are 12031- bundles with pipe in ; tar site. The top or ce-ter-most bundles cor ir:ing pipe
center bundle in b' or 10 leng:•is) and 12331 IP 2-12' bundles ,r.rc joined end to end with an internal pipe coupler'. Any
with pipe it each, bundle in b' or 10' lengths. additional aggregate only bundles that may be required,
shoul be butted against Inc other aggregate-only bun-
A single pipe bundle contaT s a four into perforated pipe sur- dles and do not require any type of connection.
rounded by EPS aggregate and is held together with poly-
entyfene netting. A single aggregate bunrle contains aggregate 7. The top of each GEC) cylirder contains a filter fabric pre-
c'dy anJ is held :ogeth'_- with holy.^thy cric nctti°c. rnanufaciu•cd in between The netting and aggiegat^.. The
fabric is inserted to prevent so 'I intrus on. 7ne installer
Materials and Equipment Needed shall make sure the the GEO is positioned upward and is
• CZflow Bundles in contact with the fabric contained in the adjacent cybn-
• EZIIovr Geo•.exlile ;:brie der be'ore backfilling.
• EZllow• Internal Pipe Couples '
• Pipe for Header and Inlet 8. 1 he CZflow Dra,nfield Systems should be installed n a
• Backhoe,'_xcavator level :rerch It all direction. (both across ane along the
trench bottom) and should follow the contour cf the ground
Installation Instructions surface elevation (unifcim depth), with all contnuous
Tne instructions `cr ins-alatien of EZfiow products are given adjoining '.0-foot cylindrical bundles placed end to end,
lode::, Th s o edu:.: mus: be installed if accordance with state with central bundle distnbution pioe interconnected,
rules de`ri i-i chapters Comm 82 8'rough 84, Wisconsin Ad- without any dams, sleodowns or other water stops.
mrnislratve Cone, and Chapters 145 ane 160. Wisconsin Stat-
utes. as well as the local health depa tri current design - s. T•,e trench top shall be g'adee such that water will not
manual. pond. Backfill should be seeded or sodded immediately
utter completion to reduce erosion.
1. After the local health department has ce',ermined sizng.
configuration. and layout for the EZflow systems, staler 'G. Zflo:: CPS bundles are Ilexible and can fit in curved
or mark :vith pan: the location of trenches and lines. 3c : Ire-&es as may be necessary to avoid trees, boulders, or
careful to set correct tar•k, inveil p per header line or cis, of^sr obstacles.
tributdn box and trench bottcm elevetiors nefore first;_I- :
lation of pipe oundes. ; 1 1. C S aggregate is lighler than water, therefore, it might
be. expected :hat natural buoyancy forces world tend to
9. Ref-ove plastic EZflcw shipping bags prior :o placing ; cause FZfluw assemblies to float out of ground when
bundles it the trench{es;. Remove any plastic bags in tb-: pending occurs. Field experience h-as shown. however,
bench before system is covered. That the is not a problem when systems have a minimum
of 5' of so I cover a; •(,rorrmendec by rran-faetu cr.
3, nis product must have tgeotexlile (atonic that meets re-
qulreni of s. Comm 84.30 (6) ;g), Wis. Adrn. Cede,
rr ialled directly on ep c` the predict and exte-dirg 1203H-GEO
down along the sides of the product to a point a, leas, six
,nches from the bottom of prodc.d, _tex lr
4. When installed in a trench, tnc trench should be dug :c
a width of 36 ruche::. This not only saves labor in exca.a-
tron, bA also provices better load-bearing capacity after
backfilling is comolcte.
Page 7
PAGE 4 OF 4
In-ground Gravity Management Plan
IMPORTANT:
The owner of this in-ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to
requirements of SPS 382-384, Wsc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall
be considered a human health hazard if not maintained in accordance with this approved management plan.
Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in
accordance with SPS 383 52 Q3. `,Mist Admin- Code
Maximum Dispersal Area Operating Limits:
Design Flow = 450 gpd; BODS 220 mgL'; TSS :5 150 mgL'; FOG 30 mgL"
Inspection Checklist INSPECT EVERY 3 YEARS
type of use
age of system
nuisance factors (i e odors user complaints etc)
mechanical malfunction (i.e., pumps, valves, switches. floats, etc)
material fatigue (i.e.. leaks, breaks, corrosion, etc.)
solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i e., distribution / drop boxes)
neglect or improper use (i e., exceeding design capacities, prohibited activities. eta )
extent of ponding in distribution cell prior to dosing
dosing irregularities - if applicable (i e , pump re-cycling, float switch settings. etc.)
electrical components - if applicable . e., wiring, connections, switches. controls, timers. alarms, etc.)
distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification)
surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s 281.48 Wis.
Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc Admin Code.
n Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications A servicing period will always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company John Schmitt Phone: 715-760-0486
Local government unit St. Croix County Community Developement Phone 715-386-4680
Local government unit address: 1101 Carmichael Road, Hudson, WI ZIP 54016
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383 51 (1), Wisc. Admin.
Code Repair or replacement of failed or malfunctioning components shall comply with SPS 383. Wisc. Admin. Code
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wisc Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be
abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383 33, Wisc. Admin. Code.
Page 8
ST. CROW COUN'IA' ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following_ residence:
(Street address) 1372 60th Street located
at: SE - !i,, NF Section 28 , "town 30 N, Range is _W,
Town of St. Joseph SL 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_
(ifno, skip next line.)
Approximate volume or length of tine: gallons minutes
Tank Capacity: 1000
Construction: Prefab Concrete X Steel Other _
Manufacturer (if known):
Age of Tank (if known):
Permit number (if known)
John Schmitt
(Licensed Plumber Signature) (Print Name)
MFRS 223760
(Title) (License Number) MP/MPRS
(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
Page 9
S•r. CROIX COUNTY
SEPTIC TANK MAINTLNANCG AGRITNII(NT
AND
OWNERSI IIP CUR I'll ICA ZION FORM
Owner,Rtrvet. Sara & Barry Emert
hlailina Address 1372 60th STreet
Property Address 1372 60th Street
(\'criti"non required from Planning & totting Department for new construction.)
CityiStalc Somerset, WI Parcel Identification Number 030-1078-60-000
I.EGA1. DESCRIPTION
St. Joseph
Property Location SE, ; NE ,4 Nee. 28 I. 30 r:19 W, Town of
Subdivision Plat: Lot
Certified Survey Map # Volume Page 0
Warrant Decd # (before 3007)VolUnle Page 4_
Spec house Oyesolo Lot lines identifiable EI 'csElno
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use nnJ maintenance of w)ur septic system could result in its premature failure to handle wastes. Proper
maintenance consists of ptunping out the septic tank every three years or sooner. if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibi lilies are specified in §SPS. 18;12l I ) and in Chaplet 12 - St. Croix County Sanitarq Ordinance.
'File property owner agrees to submit to St. Croix County Planning & toning Department a certification loon, signed by the
owner and by a master plumber. journey man plumber. restricted plumber or a licensed pumper verifying that ( I ) the on-site
wastewater disposal system is in proper operating condition and iv after inspection and pumping (if necessary the septic tank is
less than I.3 full of sludge.
Ivvc. the undcmi_ned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set Furth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources.
State of Wisconsin. Cerfification stating that your septic system has been maintained must be completed and returned to the St. Croix
County Planning & Zoning Department within 30 days of the three year expiration date.
his Ibrm are true to the best of m) our knowledge- I!w•r am. are the owner(s) of the
Fwe certily that all statements /Zll
property described above, he virtue ol-ranty decd recorded in Register of Deeds Office.
Number of bedrooms 3 ✓ NIG
NATURI. OI' APPI ICAN1(S) D:~Tti
"""Any inlunnation that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded wamumy deed from the )register of Deeds Office and a copy of the certified survey map it'
reference is made in the warranty deed.
(REV. 04A 2)
Page 10
c~ -acsly-
Department 9J#1908
Is Safety and'"''' $011- EVALUATION REPORT
P= y ui accord wnq:~omm p5 'ry1s: Adm. Code Page 1 of 4
Professional Services r' Schmitt Soil Testing. Inc.
Attach complete site plan on p not less than 8;4 x I I ' inolte, Z, I mu County P paper St. CfOIX
include, hul not 6rnded to venal and horizontal reference point iBMj. direction and - - - -
percent slope, scale or dimensions. north arrow, and location and distance to nearest road Parcel I.
030-1 s-s o0
Please print all information. Revs - ed By Dat~~
pe'SOna wformaYb+ytt, p-owae may he usa] fn• woiaa'y purposes wr,vacv I. a'n 5 15 04 !,1 j tm}i O /X
Properly Owner Property Location
Emert, Lawrence 8 Sara Govt. Lot SE1l4, 1l4. 28. T30N, R19W
Property Owner's Mailing Address I of # Block # Subd. Name CSM#
1372 60th Street NA 1.770 Acre
City Stale Zip Code Phone Nurnbel Clty Village Town. Nearest Road
Somerset WI 54025 715-549-6409 SLJoseph 60Th Street
New Construction Use. Residential.; Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe
Parent material Outwash Flood plain elevation. If applicable NA ft
General comments Rep;;Xxmr..11 area is suitable for if convetionst system with a OJ gpdNgft rate. Possible system e evation for the rep4l::enelt area
and recommendations. is (High trench} 94.90'. 1Low treoch193-90' S!COeof area is 10% 77 ~
!~d>~
Boring # Boring - -
Pa Ground surface eWv 97.24' n Depth to touting factor 96+ in. Soil Application Rate
I lemon Depth Dominant Color Redox Description Texture Strocture Consistence Boundary Roots GPDW
in Manses Ou. Sz. Cons Color Gr. Sz Sh. 'eft#1 •F`t82
1 0-9 I0yr3r3 none sit 2fsbk mvtr as 3f, 3v 0.6 0.8
2 9-25 10yr4i4 none scl 2nlsbk nlfr gw 2vf 0.4 0.6
3 25-35 7.Syr5/6 none r grls Osq ml cs lvf 0.7 1.6
4 35-96 10yrb/4 none I qrs Osg ml - 0.1 1.6
i C 1
Boring
2 Boring # Pit Ground surface elev. 100.49 If Depth to limiting factor 98+ In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texlure Structure Consistence Boundary Roots GPDM'
in. Mansell Qu. Sz Conti Color Gr. Sz. Sh. 'L nNr •ev#2
1 0-11 10yr3/3 none sit 2fsbk mfr as 2vf 0.6 0.8
i
2 11-23 10yr4/4 none sit 2msbk mfr gw 2vf 0.6 0.8
3 23-37 10yM/4 none sic! 2nlsbk mfr gw 2vf 0.4 0.6
i
4 37-44 7.5yr4/4 none grsl lmsbk mfr gw lvf 0.4 0.7
5 44-12 Wyr5/6 none grcos 059 fill cs 0.7 1.6
6 72-98 10yr6/4 none qrs Osq ml 0.7 1.6
• Effluent #1 = 8OD, - 30 < 220 mgiL and TSS >30 < 150 rngtL • EffIucnt k2 = 90D < 3c mgt!- and TSS -=30 my+L
CST Name rPlease Print) Signature: CST Number
Ihomas_J. Schmitt s---" 227429
Address Schmitt Soil Testing, Inc Date Fvaluation Conducted Telephone Number
159572nd SL New Richmond, WI 54017 9!1!2017 715-760-1978
1 he Depmtnlcof .)I'( onunerce is cal equal uppurwnit~ wr%iee pro!idcr and cmplm cr. II you nod not SCaidC to :uses >el\ c: tit
need su settal in an alimmte Ibrmal, ple:e<e contact rbc defmrl nenl it ON-266-11 i I or T I P 61 IS -2h4-87 -
snp,;onn:n.rr, :.non sa r..Le,,
Property Owner Emert, Lawrence & Sara Parcel ID # 030-1078-60-000 Page 2 of 4_
F 3]Boring # Boring
Pit Ground surface elev 97.24 1t. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots G_PDtft'
in. Munsell Ou Sz. Cont. Color Gr Sz. Sh. 'Ea#1 'E##z
1 0-9 10yr3,/3 none sil 2fsbk mvfr as 2vf 0.6 0.8
2 9-17 10yr414 none scl 2msbk mfr gw 2vf 0.4 0.6
3 17-46 7.5yr5/6
none i gels Osg ml qw 2vf 0.7 1.6
4 46-62 10yr6/4 none s Osg ml gw 1vf 0.7 1.6
-j
5 62-96 10yr6/6 none grs Osg ml cs 0.7 1.6
It
Boring
Boring # Pit Ground surface elev. ft. Depth to limiting factor n.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary 1 Roots GPDW
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#l -E##2
i
Boring
Boring it Pit Ground surface elev. If. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bouncari Roots GPDrN'
in. Munsell Ou Sz. Cent Color Gr Sz Sh. 'F f#i 11 •Ln#2
I
r
Effluent #1 = BOD.> 30 < 220 mg!L and I SS >30 < 150 m9iL ' Effluent #2 = BOQ . 30 ni and TSS < 30 mgiL
the Department of Commerce i. an equal opportunil% senicc provider and employer. II'yuu need assistance to access services or
need material in an alternate fi>rmat. plr:ue cuntacl the department at 608-266-31 j 1 or II Y 609-261-8777,
SaD 9110 (R OTCrn Srbirm Sod Imt.V. Irc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt & Sons Excavating, Inc.. Name. Laurence & Sara Emert
Thomas J. Schmitt, CST 227429 Address: W-2 60th St.
586 Valley View Trail City. State. Zip: Somerset, %t'1 54025
Somerset, W 154025
Phone: 715-750-1978 PID: 030-1078-60-000
Lot No. NA Acres
Legal al Description: SE1/4 :4 N EI.4 S2tl'130N ROW
■ Backhoe Pit Township, County: St..losepb, St. Crolc County
A Bench Mark 1 El. 100.00' Top of 2" PVC pipe
O Bench Mark 2 El. 107.32' top of concrete slab in front of walk out door
Slope= 10%
Scale V= 40'
3
NOTE: For full view of Lot see Aerial Photo (Page 4 of 4)
V
Pw~P~s~ D
41 Rr4laFlt LO
g3
A C;
3 96. ~~AtMFret? g!
r
/os
~ou5 ~
4fcLL
Sot~'t7+ Pao Pe c-
a
l r~tl
II` Si r r
l
rY
4 41q
l Y
J'
• ~'SQ
~ ~ R 1l. Z •
.w rl M ~ .M
15' ~ le y.rt •
aJkA
• J ttttttaaa ' ~
F' R R40 x r G 2.
z
k lid Y .7a ~
,
f° 3917