HomeMy WebLinkAbout030-2131-13-000
lMS->rsn Deoarment n!Ccrnnu•1GO PRIVATE SEWAGE SYSTEM C.ountp St. Croix
sale`i err? Bu iJ'ny Div s on
INSPECTION REPORT Sariary Pe-W i
GENERAL INFORMATION (ATTACH TO PERMIT) stale. Plan Ir Nn 605143
PM, IC,a :nfu'm a'',- ynn F.., ,lr 11L,I Lc u11C V xcnrdary IF'i,dct Ldv, 04 I11:^:.
Petmil Fr, ye'_ Name t~ :;'llaGU i9wn5/'Ip Patel -taN,
Murray Silverberg TOWN OF SAINT JOSEPH 030-2131-13-000
CST BM Elet Insp WA i B"d Uesc'Irton .Rc~ Scut orrTcc:r•r~ Rar'gc Mae No
tJ'Z GS`{ 23.30.20.1067
TANK INFORMATION ELEVATION DATA
fyt`E MANUFACTUR- CAPACITY STATION BS HI rS i
S
Septic LI) r v I / z1~0 Benchmark cr.
.~StT~ ~'j _f 10 1
Dosing C~.~o Vr At 81
.5 q7.
Aeration Ps 1 ~j2S Bldg Sewer y 92,gz
Holding I Si Inlet /3• -A, 76 , 7(,
TANK SETBACK INFORMATION SfrHt Ouuet
TANK TO E P+ _ VJLI I. KLDG. b'e'll Art Intake ROAD DI InO
I
Se::hc t _r Dt Bottom
.21 50 IT ~ 87.1
Dosing j I Header8dar
1 d I}; 7 1~, 97. o$
Aeraton Dist Pipe f t. 9 ` • ~Al
H:;Id lnq Bet. System q. (IS 75
`J
PUMPlSIPHON INFORMATION Final Grade
5I. ~ `1`l• g5~
Manada:tJre1 Demand St ' ver 7 6
i. 1 Zap~ 9 / GPS 57
Hill L f Fridt,:v l o u System H a~ TD
00 r
f-orcz:maln Lure lP Da. In Lv;cl I
Pvo Z 13z,
SOIL ABSORPTION SYSTEM z3 rzt
BFDrTRFNCH W11t-I _cnat'I I Nc. Cd Trenc-es PIT DIMENSIONS NC OI:'n Ins de Da IL 4u.1 Cape
DIMENSIONS 3 y t~ f A - - _
SETBACK SY3TEhd TO WI BLDG WELL LAKEiSTRGlt.1 LEACHING Mam.tani,.rer E-Z !p „J
INFORMATION CHAMBER OR
Tv ae OI ,;v;•r_ n' Donut 1-r 7-4 UNIT
hirde N.:mher.
ww +bl
DISTRIBUTION SYSTEM q } f 1K
Eo+.~Q
Heave- Mir, 6' An C~slrloubou x HAIR Sue x Hnle Spacwg '•Je•rt tr Air Intake
I A4 \ I_
Ier;Yh 4 1:8 igth PiP='(s ` Dia Sr.a^I.i - 03
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only /o ~ S
D[p;h 0.nr Drp'.h 'r er xx DCpi -jr x: oc._c_rl! 'JJCr_ . Mlik E
Bee Tr-al- Ce-ter 4. _7 br'.:': I Jgcs 1 Top 5e0 ` ~1,
NJ ~YCJ No
COMMENTS: iInc, i code discrepenc es. persons present. etc) Inspection #1 /Inspection #2.
Location: 16: IIERITAGE17fiL GO GGC.-S 6
1 i Alt BPA Description = Y Gam "
2.j Bldg sewer length = G 7
- ani of cover = I/
~ yL a~
Plan revision Required? Yes ~No lb I:I f( g Ey 2 7 h
Use other side for additional information. [[i Cfl DJ
Date
SBD 6.-111 3icr1 In Itciors fi e[ur- ~crt. Vc
i
PUMP PERFORMANCE CURVE
?=RG7RMANC_ CJRUE SUidF i ?r=LU z MODEL S
me D W_R:_ 3'B`. i•7" & 3+t" SOLOS PASSING CAPACITY
1 t _ nxl q; -
\ ° f
1 ~ N t r a. ~ ur• ~m tif: i tv
I 1 1 10.- 1~ i. 1: 3 Y b aM1' Iflt-d 1 l
\ 4 _
1 v~_ F 1~ of ~ - _
_W
I
h? ^ 1'1',d' 1fiY IE IESV'• _,.W0. le •!i
7-all :LF f
- _ = - _ -
- -1\~ _ 1_ 4 CAI. 10= Z n..nrs r -
le r t tK~..->r
NCTE
uo~_ :unr
- - PUMP PEP,=ORMANCE CURVE
- - - - -
- - - - - - - - - SEVVAI E MODELS
2" SOLIDS PASSING CAPAC!7Y
G~°vr~n::i:a. .>=i1=.~ All r'_nr resevec.
511 ?v 19-a s7
~r.nraey
S
e(w ! ~j l i r 1 t. CIo
- Industry Services Division "1. Cu,tx
- ! 1400 E Washington Ave
Swtilwy Permit Number (m m: filled m by C11_I
P P.O. Box 7162
S ~=1 AUG 21 ? Madison, W1 53707-7162 ~ 513
F.
x'efa,nnr''. 1 .v
r. _ T State Iran,achn/n umber
Sanitary Permit Application
In a ordmree. with W1,393 ?I N Iv Alm Code, subml,,on of Imo firm r'the :Ip m n wi~
i. i.quutti poor t' nM~mm • a . mn to pcrmn \ tr Appli l... fmns ti r 13IC-.wrnaA I'(ri1' ti a uhrialud m
the Department of S.Juu 011;1 Pr de sion..i "enwev. Per,nnau mfomralion',m prueide ma) he used ba second;; hojecl AJdre,s ntddicrent than mailing: addmssl
pull ' i._aasn ltn-'40th lh,I 'a"a lendililo'. Still. - I(A l fernape l' mil
1. Application Information Please Print ormation
I'n IXIn' <nrncrl Name far el
`tKcul+a+rutuJLr+ldx++.+(\turr ' "ih;.Ibuci Il ill ?I:;I-I?-0!10
-13 10(
Prafwny ['Her's Nlaihmg AJdrt,s Progeny Localism
:hs Heritage Trail
Govt. I of
Illy. Slain /IV('Ixlc Phuic Numher - SW I. SP'.. Section 74
f luullon. ll'I '4032 (Cwclc ooc)
- [30N 1220E or~
11. Type of Building (check all that apply) Into ! I ur 2 farnly D"Clling NmntX' cr B4 J'1111ma \ulnim on Nwne
vuhcu Glen - -
Publo; ( ommnen.lal Dcwnhe I.'C
6l\~ as ❑ Cm of
❑ State Owned Ik scrihc l:.c _ _ _-V\AJ f _ 1 ❑ \ d I :fec of
f~ C'S11 Number
z ! ❑ f ./wJn nr'SL ^Lncph
u1
/ air-0 IC-] QLAOC)
IIL. T heck only one box on line A. f-unlhlete line B if applicable)
\ [ ] N:'' "'stem ❑ Rupkwemenl S,stan ❑ 1 icamlan l folding -Dank RcI laecmcnl Only ❑ Other %Wificatinn to Fueling Syslent Icsplain)
B ❑ Persou Renewal ❑ Pemm Reunion ❑ Chmr_e of ❑ Pcrmil I'rwlster to New I.i,( Pre, io;s Permit NomNr and Dine Issued
IieG'rc LSpimliun Ilumlat Owner / V to.)
f
IV _ S Scstem!Commonenv'Devicc (Check all that applv)
Non-I're*.unral hl-c towel ❑ :'ra„;raeJ In4mmal ❑ :11-tirade In MmmJ g 24 in. of wilalsk soil Mound 24 in. 11 uitabiv oil
hstreu0l Cua -mot (caplaim ❑ rrclreatntcnl I:teuice texpfain)
V alrTrcal 11 1 Area Infonnalmn:
Ile n n I'I " dI I\ n "oil Apple: on Dispersal A ova egmre.l 't1 IA: penal Area Prue -eJ ,,sO C"lent F:Iminon
hlhl RIe,Ld,l) 4h(1 sax) )Ali ~2
II' -
YI.'I ank Info t'apaein nl .
(i Jlr s ' Total if of ° O =
Marl acturcl a -
Gallons Ilnits I L u u
New I:mks ..0,011' lank, WJ r~ ~O Rr- ~75 4
Seplicsl lhdding 7:ulk 12011 _ 1200 - 1 Iexr Ct crele ❑ _ f~ ❑ ❑ -
Down- Chmnbct Stu) silo I %A oI,Qr C'oncrclc_ ❑ ❑ F1 F1 - 0
VII. Responsibility Slalcutenl- I, the xndcrsil;ncJ, ascumc responsibilih for installation of the 1'0%% Shorn un the altxchcd gems.
\i "MPHS Number ! Bu,iner Phone \umhcr
Plunllw v Nwnc I l'rinp Plnn r , il_' or
John Sc,htma
PlumNr s Addre„ t"truer, I'iI' Srce. /g' Codes
616 1SO",A\ C. SonICl>CI, WI 54025
VIII. County/De artment Lse Only' _
:lppmuuJ Ihvy,pn"u, Pcmm F~ceUaple I yucd lauit gran Si;-hell
m:n Re;nnn Y,r Ucnial 1 0 d O V
ri Disapproval ~(~z .
1\. CondiK40M®rk.e In Itte-tvfor
ulsper: hl crlt r.'ubt all ~3"'~•x?! I r,;,I, %
tfa per.nW brremertr. plan pru'idel W Mlwnol:, \ l 1 I
- 2. Ad Itefov* fecfJr+-xrt:, mv" ue f:w:rt it fa 1 , D.t.Jr' C7Y ~j g
\;ach m conlpfae plant for the'gr'ound ,ubmil to c 04t, onfr on paper nor !1: n a Vi' 11 inehu is e .
SBD-6398 1 R01 1.11
SYSTEM PLOT PLAN
Project Name: St. Croix Custom Builders r~sigrPl°"` ~
- AltdcV desigi how c1lCdlallon:. (or
I Pffl)ef:! A(]dfeSS. 1(i4 HPII[3Y 2n? OOmmefCla puns
9M1 Svm❑o:. - wol Llevalip, 100.00' Pipe Materials r ASTWi SlanOafd S: 21e: 1" = 00'
3r"1 Desalpllu0 -or n, - PV: P,Fe fables 3E4.3O-S L 3e4.33.5
EC 9l' 12i,
=ih!i Symoo:. r1 8'JZ Llevahon. 99.E 41 3--4C PVC AS TV 0265.
sA!4 DeSaIP11W -OP 0' - I'VC Roe 4. 3034 =V: ASTM D3034
81ouo 3fadleol of 7es1ec A:Ca. S--, 4C Pv' 41-111 D178, B
Prole Symdol (i` applirablei /
Notes Nnf"s _
I
- nl..nro Z rl_w l - 95 er
1- o xo~ E~ rlw TrcilCh EI. - . I3 I
T2 = 3'x90' Ez Flow Trench El, = 95.131
i
1
01 ~
BM iA X63
l3
i-,. BM2=\ B1 U
~
X100 .T2 11= m~
62
Drainage /
Easment 160' 2" SCH 40
PVC forcemain
Wieser Concrete
WLP1200,1800-MR I m
CD Septic/Dose tank
J
T
d ~ ~O
m a
L 5f
Ga ge< 4 ~!5
Bedroorl
House
\ Proposed
well
i
- i
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: St. Croix Custom Builders 4 Bedroom Septic System
Owners Name: Murray Silverberg
Owner's Address 164 Heritage Trail
Houlton, WI 54082
Legal Description: SW1/4, SEl/4, S23, T30N, R20W
Township St. Joseph
County: St. Croix
Subdivision Name: Settlers Glen
Lot Number: 13 Block Number
Parcel I.D. Number 030-2131-13-000
Plan Transaction No.
Page 1 Index and title
Page 2 Plot Plan
Page 3 Septic & Dose Tank Specifications
Page 4 Effluent filter Information
Page 5 Dose Tank Cross Section
Page 6 & 7 Pump Specifications & Curve
Page 8 System Sizing & Cross Section
Page 9 EZ Flow Information
Page 10 Management and contingency plan
Page 11 Septic Tank Maintenance Agreement
Page 12-14 Warranty Deed
Page 15 CSM or Plat
Attachment 1 Soil Evaluation Report
Designer: John Schmitt Licnese Number: MPRS 223760
Date: 8/19/2018 Phone Number: 715-760-0486
Signature: Li'I/t
In-Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P (N. 01/01)
Page 1
SYSTEM PLOT PLAN
Project Name: St. Croix Custom Builders Ciesign now 6CC galbnstaay Al
Attach design flow calallations for I v
Project Address 164 Herits0e I sne commercial ns:
m'
BM1 Symbol A BMt Llevalwa 100.00 Pipe materials i ASTM Standard
- Scale: 1" = 60'
Bfaf 1 Desoiption. 'op M 1 - PVC Pipe Tables 384 3C 3 & 384 365
60 120
BM2 Symbol A BMZ Llevabon. 99.6' 4° SCI 140 ASn.1 D2666
BM2 Uescnptlon: Top of P °V'Pipe 4'3C34 Pvc ASTN. 03034
Sloe Gradient of Tesled Area: T;,i 2' SCH 49 avC ASTM C-70S 15
Well Symbol if applicable)
Notes vo!e;
V
coQe~~ T1= 3'x90' EZ Flow Trench El. =95 .13'
P T2 = 3'x90' Ez Flow Trench El. = 95.13'
BM1A101--' - .63 C
BM2 B1 5
T11~=== ~ 1
92
~l
Drainage _
Easment 160'- 2" SCH 40
1
PVC forcemain
Wieser Concrete ~I
r , WLP1200/800-MR
(D Septic/Dose tank
I
m
CL
y o
`flco~ a
S
d~
Garage 4
edroo
Hous
c
Proposed
% Well
I
al~w,`aelnw .,i, 9~vd ~Z~ OG8
SLbS 1M 'YJOM N30YA Ol AMN Sfl 9:L£M Z
a_Od-lsod 77ii 77 c73 o , Yc o ivnNVW ~LLd3S w wo
8OOd-3E:: YJfN; dJM -AO NMYNO 313H000O 13531M
8w-009/CMd- M N
w
w <
° co O
w
v < U. N aw d o
o a° 0.m ° V) Q °
~ a l7
Z y o 0
jz nw 0 H
N ai 0 <
O ¢ ~v o m zZ = a fYiLL O
~ I- w °Om O<< -L> U wm-W 0 QLl. °z > t
Q Q 0. 0 Ci mVl °N l000 z CL
7 0 fnZ ZN 0 0 a O
C) C)
O
00 LT . O"Mpgm mww MN ° a( 9:
\U ao .Or-j~S 1- IV) hN ,Q w a~ Z Y
z :m
w¢ u o
p V 0 N
W
ct, Z \ WO
0 V) z a: O6 ZVy~ Q ° maN OOX w~
NV) ZJO~Zj3(9F03, Z
Y °QO oQww°woR ¢.ro ¢rc° v c~ <twno ~s go
Z z3mc~~xWm~ ° a v aY Nw
Z
Q E J J 0 Q Y ~
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Page 3
!T,Zabellmv.,rn fmtivss Pe.a:.,-on•. ,be.. .
I'1.-525 LI't, i
The PL-525 Filler is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
5251inear feet of l/lit" filtration slots. Like the Polylok PL-122, the Polylok P1.-525 has an automatic shut-off ball
installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off
the system so the effluent won't leave the tank.
<j Alarm Switch
Rated for 111,000 GPD (gallons per day). (Optional)
525 linear feet of 1/ 16" ffiltration. 0,000 GPD ^
r Accepts 1" PVC
Accepts 4" and 6" LAZI ID 40 pipe. Extension Handle
Built in gas deflector.
Automatic shut-off ball when filter is removed.
Ratetl for
Alarm accessibility. Ift,IXxt GPU
Accepts PVC extension handle. - f
Ideal for residential and commercial waste flows up to 525 in car Ft
10,000 gallons per day (GPD). - _r FltraGrn, Slots
1. Locate tare outlet of the septic tank.
2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6"'
3. Glue the filler housing to the 4" or 6" outlet pipe If SCI ID au pipe
the filter is not centered under the access opening use a
Polylok Extend R Luk or piece of pipe to center filter.
4. Insert the P1.-525 filter into its housing. - -
Certified to
5. Re lace and secure the septic tank cover.
-p NSFlAN51 Standard 46
r•.. ,
The IT-525 Effluent Filters will operate efficiently for - "
several years under normal conditions before requiring
cleaning. It is recommended that the filler be cleaned
every time the tank is pumped, or at least every three
years. If the installed filter contains an optional alarm,
the owner will be notified by an alarm when the filter
v~-- - Gas CkilttYur
needs servicing. Servicing should be done by a certified
septic tank pumper or installer. = Automatic
Shut-Off Ball
L Locate the outlet of the septic tank.
2. Remove tank cover and pump tank if necessary. _
3. Do not use plumbing when filter is removed.
4. Pull PL-525 cartridge out of the housing. _
5. Host, off filter over the septic tank Make sure all
solids fall back into septic tank. 1
6. Insert the filter cartridge back into the housing making
sure the filter is property aligned and completely irkwrted. PolV ok, Zabel xr Nst hhers accept Easily installs
7. Replace and secure septic tank cover. the timarlFalerii switch and alarm. into existing (aid's.
Polylok, Inc. 3 Fail field Blvd. Wallingford. CI• 06492 Till Ficc: 9771.765.9565 Vac. 203.284.8514 wwwtpolytuk.com
Page 4
PAGE 5OF6
SEPTIC / PUMP TANK SPECIFICATIONS
4'01.1xt Pepe (No Scale)
IC it Io-.
eaic rq Flccl-w must oomph wth
92' M.n. o•20 ft abome SPn."I r, SIM 3D0
C<:ubishuJ Food Clevohul 14'M11,e1pmo` Extend usin-ola lists as necessary.
PYP wI) arils, Ouc
i•pprc'xxl I ADpmeod LAckojj MAOno'e.
IMPORTANT: •dO.,I I +nth'xamirrr Lare; Alta&od
` ItvpGflt
Anchor tank(s) as necessary . i
pursuant to SPS 383.43(8)(y) --cmrdat 4' hi, ur 20 n abD:ro
FuahlsbeA F:ootl Elavatwn
l {IYDircv$
Alnighl Seal
Uuck Olscon^ecl
tH" Mm.
CAPACITIES@ 22.24 gal/in (ry"=>
a JO i
Depth (in) Volume (gal) I i
A 18.0 400.32
tNutV ~AyJra+eA Jants ltnlh
t i 140e Appmvad Pepe 3 fl orlo
i B i 2.0 44.48 A Solid Gv.xnd
I iryFCa1
~(C] 5.0 111.20
I I Aamr.
D 11 244.64 n ? 0_on
I gl;l PUMP-OFF
*Pump Tank Liquid Level 36 in I P"`"° 0 _ on ELEVATION = 8792 ft
=
INSIDE BOTTOM
Force Main Diameter = in ca<:•eln
Ij,xx ELEVATION = 87.0 ft
160 3" A anoved B ddma 1.l:do•. eat •
Force Main Length = - -
Vertical
~ Head = 721 ft
Force Main Void Volume = 26.08 gal ~
+ Min. Supply Head = 0 ft
[C] Total Dose Volume (TDV) = 111.20 galidose
+ FM Friction Loss/5.28~ft'
(5X total lateral void volume S TOV < 0.2X design flow)
(force ,rain drainback volurne) + Fitting Loss' = 6 ft
't(atin. supply head x 0.3) A~
MIN. PUMP DISCHARGE RATE = 20 gpmJ = TOTAL DYNAMIC HEAD = 12.49 ft
PUMP TANK: SEPTIC TANK(Q.
Volume = 800 gal Total Volume = 1200 gal
Manufacturer: Wieser Conctret Manufacturer(s): Wieser Concrete
Pump Manufacturer: Zoeller
Installapproved effluent filter at the septic tantc outlet
Pump Model: 53 S immedliptg(Xupstream of the pump tank inlet.
ControlsiAlarm Manufacturer: SJF_ Rhombus Filter Manufacturer: Polylok
Controls/Alarm Model: 1036378
Filter Model: 525
Float switches containing mercury are prohibited.
- Page 5
qp - - - - SECTION: 2.20.010
QU,dL/TY PUMPS SNL•E ~~i~i/ 7 c FIA0493
~7 0311
Praluctilform- t presented Ok Supersedes
0810
Here mfiucts conditals at !
"00 0' publication Consult -
factorylega-dng disa;an.
tles or inconsistendes MAIL T0: P0. BOX 16347 • I ordvdk. XY 402560147 visit our web site:
SHIP TO: 3649 Cane Run Read! • I.ourcvme. KY 40211-1961 www.zoeller.com
(502) 778 2771. 1 tBoo) 92WAW • FAX 1502) 774-3624
Non-Clogging vortex nipeller 53 - 57 Cast Iron Series
Float operated, submersible (NEIAA 6) 2 pole mechanical 55 - 59 Bronze Series
switch & variable level long cycle systems available
UL Listed 3-wim cord plug; 9 ft standard for aulomahc,
15 ft. standard for renaLlomaut; (For Pump Prefix Identification see News & Views 0052)
Corrosion resistant powder coated epoxy finish
No sheet metal parts to rust or corrode
Stainless stool screws, switch arm, guard and handle
No screens to clog:.'
Watertight necprene'O'nn9 between motor and pump UL FOR
housing DEWATERING (SUMP)
Solid buoyant polypropylene float
• Motor - 60 Hz, 1550 RPM, oil-filled. hermetically sealed. :1.. 77. OR
gga% ww EFFLUENT (SEPTIC TANK SYSTEMS)
autontaticreset thermal ovedoadpn»e.led
Upper aid lower sleeve bearings mnn:ng m bath of oil
Entire unit pressure. tested after assembly w PASSES 1/2" SOLIDS
Carbai and ceramic shaft seal -.11 ! ly:" NPT DISCHARGE
Maximum temporatumforeffluentcr
dewatenrg-130°F (54'Cl AUTOMATIC
Passes W inch spherical solids MODEL
1W NPT D s harge.
On point-7! Oft p io, 3'
N1*rwjdth--103'32' -ie4bt-1011+6 ; .
Cast ro swtm case, MOW( 6 &-0117e swddi case, motor &
pump housing isrmp housing ✓
Engineered IhceneWastic base Engineered thermoplastic base VORTEX TYPE
Engineered, glass filed, plastc Egg neered, glass filled, plash: IMPELLER
impoler with metal inset unpeller wdh metal insert
Stainless steel guard & handle Stainless steel guard & hadle
Bearing - lower & upper oil fed Bearing - lower & upper oil fed ,
cast iron bronze
AI ca 51 fan oonsbucum All bronze consauctnn ~
Stainless steel guard & rand'e Staniess steel guard & ha7Ne s
Bear rig - lower & upper al fed Beating - loam & upper oil fed -
C.:s( ro~ inpr'ile~ Bror7e im"Cler t
POWDER - SIN MODEL
COATED
TOUGH-
Watertight - dust tight. Permanently oiled bearings
. Aclomaocv NCnauVVmalic ~s. pi' s _
'53-Sr- 31!P. 115V or 230V
- - 'S5-59'-.3HP115Vor230V
Note: The suing a! elfucel systems nominally requires vanabre level BE53.BE57 & BN5:VBN57 available packaged
Iloal(si w iuois and properly sized basirs to achieve reouned ws:h Piggyuxk Variable level Fk?m Switch
pumping cycles or dosing times w'th nonauloma'.ic pumps
w Copyright 2011 Zoeller Co All rights reserved.
Page6
I
0 TOTAL DYNAMIC HEAD/FLOW
L PUMP PERF NCE CURVE PER MINUTE
EFFLUENTAND DEWATERING
MODEL 5315157/59
MODEL 53/55157159
s y - -
ers Gal. Liters
1 Feet Met-
5 1.5 43 103
15 10 3.0 i _34~_ 129
z 4-. 15 , 4:i 19 72
J 10 _ Shut-off Head: 19.25ft.(5.9m)
0
2
-I
0
10 2 30 40 50 " a t
~ r 4 r !
GALLONS p -
LITERS 0 - 80
160
FLOW P FR MINUTE
Variable level float switches available
Variable level long cycle systems available j
Available with special cord lengths of 15'. 25', 35'. (50' 230V only) 0"'6
Alarm systems available T`
Duplex systems available µ } z
7
y- -sta. I"111 L sou
+ Integral float operatod nxcl fecal smtfh, no enlumul a :rol required.
2. S,gle piggyback variable level Boat switch or do,,". pggyback v2n2ble'.wel
float switch Refer to RA1477.
3. hlochalical attemda -N-Pak' 10x12 or 10-0075. - /
4. See FI40712 for correct movie-. of Eccb-cal AAernalor. ,Easy assembly"
5 ',W able level contro switch I(1-0225 use a a control as ala, with p,n p x mur rge p[e
Flrr!wAl AAemalor(3) or!4) fli c}ptmt (/mo~w \ at r.duc<:
Sngle seal - - - control selBCOon -464n0s
hrodel vdta IM,ase Nod07 Amps Slmdff j - Dupes CSA UL /
& 7 Aw, 91 + - -y y
No3 oiRl~yy IIS
I vKSE"157:S N:f : 2 30' &5 \ y
1,5 _1 Auk 97 - d Y1 S ii-Aiij- 5 23C 1 Aims 4a y
n ss t r 5 69 230 1 apg- 48 1 Reduws potential clogging by debris
21D i r<c+ a 8 2 3or 4 & s y Replaces rocks or bricks under the pump
..r ~N Prq~ lack 6w77i Irkged Made of durable, nonnrXfDsive ABS
Raises pump 2' oft bottom of basin
' Provides the ability to raise intake by adding sections of 1 T
. or 2' PVC piping
Ahaches securely to pump
For In"alkf S addlIV,aI zPilef froduca refer catalog on ragayeack V. -uble feel Accommodates sump dewalcring and effluent applications
P,,,JS.is:hcs r'ra347?, Peovicalhimvilor NOW xl8chaICAAJWa alor.'x13495:amp' NOTE: Make sure float is free from obstruction.
en~ne Bzuintl, I k*or n13 Sbak Poasa S'rnWuw lump CU11mtAlart(I SrY_7rs I Nn?3i.
For unusual cond,tions a reserve safety factor is engineered into the design of every Zoeller pump.
!2i Capynght 2011 Zoeller Co. All n9nea reserved.
Page 7
F
PAGE 3 OF 5
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Page 8
Installation Instructions for to EZfIOu~»
EyINFILTRATOR
EZ/IowSystems in Wisconsin
Wisconsin Oepartmenl of Cora memo.. Safety and Duldings b. The Absorption area (SF) necessary for a given site shall
Division, has reviewed the specifications and/or plans for this be sized based on maximum daily sewage flow (GPD) and
product and determined it to be in compliance with chapter; the Yenncabolity for the site. it certain criteria is met, the
Comm 82 through 84, Wisconsin Admin. Cede, and Chapters ; CISA sizing can be used in Wisconsin, resulting in a 40:.,
145 and 160. Wisconsin Statutes. All sites must meet the SjL smaller drainfield.
R Soo _(;ondi6ons 3 LUCatOn.$ Isolation distances as noted in
local regulations. 6. Plane 6Zllow buncle(s) in -,he FZflow configuration ap-
proved by system design permit specified for the particu-
The approved products are 1203H (3-12" bundles with pipe in lat site. The lop of center-most bundles containing pipe
center bundle ,n 5' of 10 lengths) and 120311P (3-12" bundles are joined end to end with an internal uipe coupler. Any
with pipe n each .rdle in 5' or 10' lengths. additional aggregate only bundles that may be required,
should be butted against the other aggregate-only bun-
A single pipe bundle contains a four inch perforated pipe sur- dies and do not require any type of connection.
rounded by EPS aggregate and s held together with poly-
01/lene netting. A singie aggregate bundle contains aggregate - 7 The top of each GEO cylinder contains a filter fabric pre-
or)ly and is held iogelh:,r :with poiycthylene reA ng. manufaclurec in between the netting and aggregate.. The
fabric is inserted to prevent soil intrusion. The installer
Materials and Equipment Needed shall make sure the the CEO is posili.oned upward and is
• F7flnw Burd c-, in contact with the tabnc contained in the aojacent cylin-
• EZftcw Geoledge Fal.rc der before backfilling.
• LZ`ow Internal Yipe Co„ piers
• Yipe for Header and Intel 8. The Mow Drainfield Svstems should be installed in a
• 5acknoe/Excavator level :Tench n all directions (both across and along the
trench bottom) and should follow the contour of the ground
Installation Instructions r:urlace elevation (uniform depth), with all continuous
The instructions for ins:al!abon of r-.Zflow products are given adjoining 10-fool cylindrical bundles placed end to end.
be!o::. this product must be installed in accordance with state with central bundle d s*.nbution pipe Interconnected,
rules defined in chapters Comm 82 tnrough 84, Wisconsin Ad without any dams, slepdo:vrs or other water stops.
ministrative Code, and Chapters 145 and 160, Wisconsin Stat-
utes. as well as the local heahn department's current design 9. fhe trend top shall be graded such that water wll riot
rianual. pond. Backli!I should be seeded or sodded immediately
after completion to reduce erosion.
After the local health department has determined sizing,
configuration, and Iayoat lot the EZflovv systems, stake : 10. FZflow FPS bundles are flexible and can fit in curved
or mark with paint the location of trenches and lines, B trenches as may be necessary to avoid bees, boulders. ut
careful to set co^ect tack, invert pipe, header line or dis- other obstacles.
tr,bulion box and trench bottom elevations before irstal-
laion of pipe bundles. 1 1. EPS aggregate is lighter than water, therefore, it might
be expected that natu al buoyancy forces would tend to
2. Remove utastic FZflow skipping bags prior to placing cause FZflow assemblies to float out of ground when
bundles in the trench(es). Remove any plastic bags :n the ponding occurs. Field experience has shown, however,
trench befure system is covered. that this is not a problem when systems have a minimum
df 6" of soil coves at. recommended by manufacturer.
This product must have geolextite fabric that meets re- ;
q,irernents of s. Comm 84.30 (6) (g), Wis. Adm. Code,
installed directly on top df the prod cl and extending 1203H-GEO
down along the sides of the product to a point at least six
cr, texritz
inches from the bottom of product.
ti. 4Jhen installed in a trench. the bench should be dug :o 1--
p r, {1
a' it Sri ~y li~ '.t1
a v.,dUr of 36 inches. this not only saves labor is exca'va- ~ r-ri%`• _ '_Ir _,dF'"'
Lion, h„t also pr,,^.vides better load-boating capacbr after
barkffling is co"np'.e'e - -
Page 9
PAGE 4 OF 4
In-ground Dosed-Gravity Management Plan
IMPORTANT:
The owner of this in-ground dosed-gravity system shall be responsible for its perpetual operation and maintenance
pursuant to requirements of SPS 382-384, Wisc. 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 (3), Wisc. Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow = 600 gpd; BOD5 5 220 mgL-'; TSS 5 150 mgL"; FOG 5 30 mgL"
Inspection Checklist INSPECT EVERY 3 YEARS
type of use
o age of system
o nuisance factors (i.e. odors, user complaints, etc.)
o 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 I drop boxes)
neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.)
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 (i.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 stnrcture 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 (113) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall oe pursuant ,o NR 113, Wisc. Admin. Code.
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 Schmitt & Sons Excavating Inc. Phone: 715-760-0486
Local government unit: St. Croix County Community Deyelopement _ Phone: 715-386-4680
Local government unit address: 1101 Carmichael Road, Hudson, WI ZIP: 54017
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 10
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREENIEXT
AND
OWNERSHIP CERTIFICATION FORM
Owner;l3uyer , _ p•~'I~~/ C-tL" t:/or Gale; %~F/f
Mailing Adtres,-• /v
a'g/ e
Trail
164 Heritage
Property Addre
(Verification requircc from Planning & Zoning ep Went for new construction.)
CitviStateHoultone WI Parcel Identification Number 030-2131-13-000
LEGAL DESCRIPTION
Property Location sw ;%l. SE Sec. 23 T 30 N R 20 NN', Town of St. Joseph
Subdivision Plat: Settlers Glen Lot # 13
Certified Survey Map # Volume Page # _
Warranty Deed # (before 2007)Volume Page;?
Spec [lousel]yesEllo Lot lines idewifiatrle Elyes❑no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and un nitenanee ufyour septic system could result in its premature failure to handle wastes. Proper
caintenance consists of pumping out the septic tank every three years or sooner, if nceded, by a licensed pumper. What you put into
the system can affect file function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in SSPS. 353.`2(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
fhe property owner agrees to submit to St. Croix County Planning & Zoning Department certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and or 12) after inspection and pumping (if necessary), the septic tank is
less than I: t full of'sludge.
1wc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standard: sci truth, herein, as set by the Department of Safcty And Professional Services and the Department of Natural Resources,
State of Wisconsin. Certification stating that your septic system has been maintained must be co iplcted and returned to the St. Croix
County Planning & Zoning Department within 30 days of the three year expiration date.
L"we ccrtifv that all statements on flit tinrnt are true to file best of myr•'our knowledge. I: we anvare the owner(s) of the
property described above, by vinue of a w•ar anty deed recorded in Register of Deeds Office,
Number of b Dons 4
SI(i -APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with dais application a recorded warranty decd from the Register of f)ceds Office and a copy of the cer(itied survey map if
aefercnce Is made in the warranty decd.
(REV. 04112)
Page I I
OViNTY PLAT OF: SETTLER'S GLEN
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i ALL d TMM, t]nW, TOM'N 01 Si.101t1M.bT.fAOCi f.OIRtT, MIAMNAf1.
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e
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 8 M x 11 inches in size. Plan must -
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. I '2 I flu
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. - J
Please print all information. Reviewed ti Date
~
i l
.mil 4 ".~Vw- J G~>
Persorel inlamrMgn you provide Inay be used W scan+dary purposes (vnvac7' Law. S, 15.04 (1) (m)).
Property Owner Property Location
l l I t I! ~V I l K`-~ GovL Lot 114 114 S T N R c E (or( W
Property Owners Mailing Addrelis Lot # Block # Subd. Name or CSM#
it'll l
city State Zip Code Phone Number ❑ City ❑ Village W Town earest Road
~)-LCll ` ~L~/ I 1 f~ ~~G
❑ New Construction Use: 0 Residential / Number of tledrooms Code derived design Sow rate GPD
❑ Replacement ❑ Public or commercial - Describe: /
Parent material Flood Plain elevation if applicable
General comments
~~t+py~
and recommendations;
I 11 Boring
Borin
g# El- Pit Ground surface elev. R Depth to limiting factorin. Soil pplication Rate
Horizon Depth Dominant Color Redo, Description Texture Structure Consistence Boundary Roots GPD,R'
i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
i
a n ,2e_ ~r >
s
n►t '
Boring # ❑ Boring j L(._`. in.
C ❑ pit Ground surface elev. ft. Depth to limiting factor Soil Appliption Rate
Horizon Depth lbminant Color Redox Description Texture Sweture Consistence Boundary Roots GPD/W
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Effl11 'Eff#2
A i
-:I t- i, -
-~~j(/,
3 - r(
, i4
Effluent #1 = BOD1 > 30 < 220 mgiL ai Ill TSS >30 < 150 mg/L ' Effluent #2 = DOD, < 30 mryL and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
25 Address , _ Uate Evaluation Conducted Telephone Number
,
Property Owner; Parcel IU#_ -
Page _ of
Dafng -
a Boring # El
Pit Grand surface elev. .
11 1 ft, , Depth to IiMting factor ! In.
florizrx( Depth Dominant Colrn Hedox f)escriPtlon 7exhne SWCUUe Consistence HauvWry Snit Applicjh an H~
Roots GPDf11'
In. Mtmsell Cu. Sz. Conl Color - C; r. Sz Sh.
' _ _ 'FIfN1 FIIr7:
If , >i L r~,l L_i-r „-,I 1, -
I)j
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. Depth to limiting faclor in.
Snit Applicdion Hd
Horizon Depth Dominant Color Redox Desaiptlm texture _Slmctore TC"'b'ste"ceBotindary Hoots GPD/W
In. IAunsell Ou. Sz. Cont- Color Gr. Sz. Sh.
'Ef(Nl
Horing # ❑ Bnring
❑ pit Ground surface elev. 11. DOPll( 10 I:Mtin{I faclor- _ In.
Soil Apphralima lid l~
Horizon Depth Dominant Cola Hedox Description Texture Structure COasistence Boundary Ronls GPDtllr -
In. Munsell U. Sz. ConL Color Gr. Sz. Sh. •EItN1 'FII42
' Effluent #1 = IIODs > 90 <??0 mgA. and TS'S >10 < 150 mgq. >
• CfCner.l N: DOllr < 30 mg.A• and TS S _ 30 mg'I.
The Department of Commerce is an erplal opportunity service provider and employer. If you need assistance to access services ur
need material in an attemale format, please contact the department at 608-?66-'1 151 or TT)' 608-26.1-6777.
SOD MO (x 07")
- r
Prcperry FTrnerJyiAC ClGC~Pr parcel ID # y G" r 3 C. 3
Page
Boring ❑ Boring - - -
Pit Ground surface elev. 11 .00 fl. DepOc to limiting factor C~ In.
I Innzon Depth Dominant Color Redox Description Texture Structure Consistence Hourufary Rooms SOU HppLralirnu I
In. Mrmselt Go. Sz. Cont. Color GPDItI
Cr. Sz. Sit.
m _F.Ifn1 _Fn;,
Vr C 5 y
?
A ZI y13
13` 5 r tilt` C6<)
C=>S m~
L2
Boring # ❑ Boring
❑ Pit Grand surface elev. ft. Depth to limiting faclor__in.
:
Horizon Depth Dorrtina S,il App!ic:alion It
nl Color Red ox Description 7rxturc -Slmchue Cansistence Boundary ftrrots (3PD:IF
In. ldunsell On. Sz. Cont. Color Gr. Sz. Sh. `
'E##1 'EIhC
OOring# ❑ Boring
❑ pit - Ground surface elev. fL nepth to limiting factor in.
Hodzon De Ih Soil App!icallou it;,
p Dominant Color Redox Description Texlura Structure Consistence Boundary fiools GPD70?
In. Munsell Qu. Sz. Cont- Color Gr. Sz. Sh. •EII#1 'EII#?
- ' Effluent 01 = BOD; > 30 < ?20 rrx),1. and fSS >30 < 150 rn i- ' CIO.nuil 82 - 1101), < 30 m01r and T SS < 30 n:;'I
.
The Department of Commerce is an equal Opportunity scrvire providrr and employru. if you need assistance to access servicrs or
need material in an alternate format, please contact Ifuc department at 608 ?66-1151 or'M' 608-26.1-8777,
SBDtAO(R OJ.T0)
OY 2>
PAGE
r
Ab1E ~ 1.O"1'# L-_1.1VA1. U ~SCRIY-1'lOI6~ a-~ ~
N-art
SCALE I ~
BM I ELEVATION IMI
Ml I DI-.>CRIY1'HON 4" ca
BNI FLEVATION L c'
t, r , Z
BM 2 UIhCR1Y1'ION , e+ u~ ;n ?mot _
SYSTEM ELEVATION
SYJI'GM "1'YYE
CONTOUR ELEVATION fo c) } /c'i
SIGNA'l'l1RE ~ DATE Z -~L