HomeMy WebLinkAbout020-1030-50-000 (2)
Ccunri St. Croix
D.,,prr!merl ofCCnm,erc,. PRIVATE SEWAGE SYSTEM sa^Iktry Pefm.t No
606948
aro R„ic,n, n vs m' INSPECTION REPORT
(ATTACH TO PFRtJITl state Plan IO No.
.
,ENERAL INFORMATION ,;el Tax No
3rsCna. n'c Tna:uY you F'C'.Idc may re u3ed'C SeCenpary pmpCSCS (P' vary l.aa', s lb pG i r jfmjl p ,
City oil~age Ter,-snln 020-1030-50-000
ilclcc'+ Na-.u TOWN OF HUDSON
Sed,nnT
Richard N. Pearson Survivors Trust ovn;Ra^ge:loWNo
E'v 16.29.19.139C
C<.,- BM LIP,* Irso 7qJ BL1 Cescn0lsr r^ M 1 G 5T
('ls 3 J ELEVATION DATA HI Ps ELEV.
TANK INFORMATION CAPACITY STATION as
L
2
TYPE t~lAN11FACTURER 9S yJ
J Bench~rk LoDw L' T7 99'
Sep:c Ilr .j /0(~~ Alt Brut Lw L• I I7-9$
(fun Gd C.t"
Brd~, Sewer
Aeration 9d, .{g
SUHt Inlet
Holding r, 9e • Z7
SVH: OuY~el
TANK SETBACK INFORMATION \
TANK TO It6 Y 'WELL BLDG. wAir hake ROAD or Inlet
W
1 Dt Bottom
septic 761 4D Zd 7 SzJ 9d , OFD
Headergsla) . 7.~
e Dosing DI's!. pipe
Aera!,on g•g 4.7 slr
But System
Holding g
Final Grade j, ,
PUMPfSIPHON INFORMATION Demand S: Ccve' ( Z. 9 9g
,janufactare' GPM
rlodel Number
Tl F!
TDH Lift FrcOon -cs+ S stem t
a Dis: to'J:el' -
D
rorcemain Length
'ns'ce Oia t.;u~o coal'
SOIL ABSORPTION SYSTEM Trenches PIT DIMENSIONS NC GI P tts
BED!TRENCH ~I'GI' Lcogt1i D~,yi No oI Ivlanu•acfu-
DIMENSIONS LAKE:STREAfv1 LEACHING K,
nL BLDG ELL CHAMBER OR ~a
SETBACK SYSTEM TO UNIT Mod Numt:•.r S
INFORMATION.,•eof5'VS:e_ I6 33 71 r["J}' J
Cpe~,3 v `
-d ;c Mr1Yake
x HCw Spae'la Ve
DISTRIBUTION SYSTEM Hoesa=
0 smuul on
ff OW _ _ _ SCaClrj _
I e..,,t.,n r."a g' • - - xx Mound or AL-Grade Systems Only
x, L,,vlc•,ce
SOIL COVER z Pressure systems Only t c , .x Svc-0r ilcdeo Yes No
D
L'ep:n Over .c r s Yes I NC
?(l:h ':JV(•r N / Sed•'Tienct, Edg PS op
Fed'LcncP G_m:e Insoect4prt#2 Irspec!ion pt. 4-1Ir~1`n".~I /I
COMMENTS: '•Indude cod ecrepencies, persons present etc ; al 5 ~
Location: _~7o CT" RD A
1 Ad BNI Desoriplton = Cofe + x
2 ; 8109 sewer lerglh - E~rlr✓~~ l
-amount or cover = 13474
fir, I$ t
p reg. No
Plan revisior Reoulrecn Yes _ - - Inseort 5 Scnav.. - - -
use ctner s'de `or addit.onal informator. - - Dnte-
sBD.,•upt2 i
l' w504 -~ai8 -363
tndr_SaySc icpDivisiOn Cavur
1400 E Waom Avc
Flox 7162 I 53707 7162 ( y~ Pvmil Num6v (b be filbd mby Co)
lr ~-Iiwn W
l~ Srae Ttrasadia Nuaba
l Sanitary a it Application- 'Ll
to somstitce wills SPS 3892](2). Wit Adm. Codc, sabmmiam of tw form as the unit e ~k 4
is rogtmed print as obaeatg a sawday patent Now Appticaooo 6am kt ram-ommd POW]S arc mdanided m Ptojrct Addrm (tf ' ffi dw mailing addrm)
the Dgwbne a of Saidy and Pmkwm■1 Saviea. Penoml mf Nm obw yat p v,,Wc any be rued for smo dry
pimposts 1
in acmdomm with the Pwmcy lsa s 1104(1&L Sobs ~ s~(CC~ ~~•f/ F 4
1. Appfimdeat I■fermtiaa - Please Print An 1■brmtia■
NoWny (haters Name Prod Y
V IC',FtAkb PEA1-SO11 *4 ✓ OZG- /G30 .SO G
Prttpe" Oamir's Mailing Ammar Pmpnty l.o dm -.1-71 C.
/fOl GasTVIEvj DM` Govt lot
city. Sire zip Code Phme Numbs
puosc, ft, 5yO//p 7/5 381v SLS~ T ZL N: (curk
11. Type of Building (cbwk an that apply) Lol Y
1 or 2 Family Dwelling - Number of Btahoona SubdInInam Timm
BkmkY
❑ PUbliraCamnaeial - Deraihe Ilse - - - ❑ Ciry of
❑Snoe Owwd-Dcsm*c Ux CSM Naoba ❑Vi[WW of
Z + 1 9 Tawm of
Ill. Type wPermiC (C1eck A. Cem*kte Hoe B if apprbmbk)
A" ❑Ncw Syrem Replaennmt Sywcm ❑TmmcntnWdmg"I'atk
Reglatwaad ady ❑ Other bfoAf'mdioo to Lsrtmg SY (exPlian)
levious Pecan Numbs em Der taod
B. ❑Prnte Ramwsl ❑Wmd Roviart ❑ClrgedPhti.oba ❑Pr.rmitT~iw bNew lid P
Ilesue F::pir.aim Oama
IV.T. CbmkAdual apply) P-Q Alto
&tqM
NarR®rotd batromd Fyesarixad Io-Cwaad ❑ Atlirde ❑ Moud u rt of sink sdI ❑ Mtud < 24 m, datihbk vil
Ila~ CZ Joe
Cnnpatva(eeptam) ❑Rctaoruat Deritc (exP~)
V. ' reataeat Am labrmtit■•
lksW Floe (gpd) Dail Soil Appliorim ltna4gr pispend Area ReWumd (sf) Dopaal Am prnpo4d (sf) Sydm F]evdio
Vt. Tank Ids capacity in Twt Y of Mmmodo mm
(allot Golloru Uoits
( ' `8 Uo■■ Lei
Nta TaNs_ Fdowg Took.
f E 3 2 x 8 y
yr a 3 a
a v wit
Sap6mr+sa6.a4)a+ l LlGO 7 - O l 1-NFr~7K>tTZ~
na.itClrmmim,
VIL St memme- 1, bn undendpe4 aaam rapombmry ter mmdimloo of Pow'rs skowa r be atfarked ]tar
Ptmnba'a N. (Prns) %tawlKr'{t S MBtdPUlf-Number 19w,inm Maas: Nunba
eOFAY T. TRKSOnI --524 33 7/--D-Su5 -Sktyl/
PhzmIt cr'v Add. (SbcM City, %aac Zip Co t) J 3
93 o b UAeK ORCOK Ro, WD3 (,tl-i .54 R3 L
Vlll ■ Amen] Ust 004
hatod)
Appervm ❑ I Porm~/iilllFFFm Date
Rtatoo fin lbnid f / (J
ix C. , . f
1,:1pa -~crll"~t:s ail bfe •.T•-•~'. 3 1~~~+!!f(((UlCC.tA.~~i t~
as per -/ink FKOen pl n -L nrn 1
2. N aelboork nKllwI m 5 m'l,:l L , t is z
1' e: t
• poor PpFiloblt ux5l i :.rd. r.xrf.3,
Artra a emPMae pt~t ear ~s grlra at nit YIk Camly aaly r ppr err Yr swa t N s l l itb V
SBU-6398 (R. OV14)
Plot Plan eta
PROPERTY OWNER_ g 1 C hS) A f ijav,5 I
I'= 40 FT_
(except where noted)
legal DexTipupn_ A Ama L.OMTED W 7WE 56A OF THE 5c%f sBe Ib, O - badame 1„t
TZq'AJ, RfcIN) iOWN OF 44 iiIISDU ST. CRO CUti.Ur
wAI.S1Q. pL0-_1x30-SD-opp /-~fK'~
North
c nbeTt+ PI, Z
(PLhrJT E9 PIN6s)
i x . o ~FI•I~ A~
ql' i0~ z 07 VEF1 WiESCR r, not ,:~ncc.ce' ,
- qsl. d9
r"
CpI~ LD~j ~p~` POr '•6~TIC'fANK CDVFI~
Or- 414~4.~W
I
3 G
F
Site location:
1
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r
X
In-Ground Gravity Plan PAGE 1 OF 4
Index & Cover Sheet
*W UMW DssW
Vers1onCM20 SSBD it 1)01~R, 1Qf12)
Pg 1 of 4 Index & Cover Sheet
Pg 2 of 4 Plot Plan
Pg 3 of 4 Dispersal Area Cross-section & Plan View
Pg 4 of 4 Management Plan
Attactvnents: Enclosures:
TNFIC KAreR ACS PS lication for Review
v r c y Re
lit & $Ite AAa
7AN K R4;,*,'CT=Ae~kTf
Dt~~
Project Name / Description
Owner Name(s): Ii i TOAC-D
Phone:
Owner Address: 110"t c KES i Vt t W DR , 1 t~ ~ Zjp: 5,yo~
Project Address: - 7 & C: / H
Govt Lot: - --,E 1/4 of 114, Section
Township: Htv cnl - T I` N-R /9 EQpr w9
-DW
County' 5T. C Ror X
Project Parcel lD nLC c'3 c
Designer Information
Designer Name: ARV _lo H~pgt-,-e-r Phone: -215
! 36 =L Z~
DeslgnerMdress: 28'L97 A
-__L_ KfV6YtRTHU ~f ~i1NCr~ psi Wr gp: S
E-mall: h011tsferdestc~13 tr ou+ImK ddivA truss
stamp.
License Number. I k's9 - 00 % 4.~
Remarks:
AlAnyjo
NUPPCRT i
D 18gg
~~iingynN„~yy~
41
Signature: Cli" 'nwirod ,
orvii _ Date: z~~i 8'
Plot Plan PagecML&
PROPEMOWNER: ICHftM A(. 6*5& Y = 40 FT_
(emept where noted)
Legal Obwlmml C04f7ED W H E SE~i) AF rr~ 3e` U sae 161 f] = badthoe pit
_2q U, R 14 NJ . rowv of ft U-XI pN sT eRoi,C co K-.uTY
w~S(`p~A1iy oLD- 1030, SO-op 1-000YK' a
C
North
7N
cJ~,ri_pl~Z
o n~caa
_ F--~vav~w,6SER /,,cov,
yIEV~ 7>•rJ l< vJ/ 91 LTE~
'
}t Z
ZD r - P~ Epr,e 7TNK COVER
qq' ,y y0 EfASAN
p~2 Sf5 ? w.A c•
i $r_DRaoFn G ~
Site location:
1
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C7.
$ ~ OAVZD ~EAOfftn4 -
= PAGE 3 & 4
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In-ground Gravity Management Plan ~'~GE 4 OF ~
-he owner of this in-pnwnd gravity system shag be rsaporisble for its Pwpe4ul operation and maintenance pursuant to
.equiremenbs of SPS 382-384. VNec. Admin. Code. Pursuant to SPS 383.52 (2), Wien Admin. Code, Oft system shah
be considered a human hemb hazed lf not maintained in accordance with this approved management plan
Iurtheml we. ON irlspKhon and mairileranoe activities Stiehl be Performed by a revs tared POW-M Makptmkwv m
accordance with SPS 383.52 (3), WW. Admin. Code.
bwtirtiun btaeaeaal
deign Flow '7 S BOO. S 220 nngL-1; Yss s iso nn a -1 gpd; :'taatsectlm Cltaa:kmet INSPECT EVERY 3 YEARS
type of use
n age of system
o nuisance fsdon (i.e. odors, user complaints, etc)
o mechanical malfunction (i.e., pumps, valves. switches, floats, etc.)
o material fatigue (l.e., leekm breaks. corrosion, etc.)
winds volume a traftnert W*s) and arty diseibution appurtenance( s) (i.e., d a0bution / drop buret)
neglect or improper use (i.e., eding design capacities, prohMad activities. etc.)
edam of ponding in distribution call prior to doming
dosing irMulerib" - if applicable (i.e.. Pump re-cycWnp, float switch suffings, o electrical components - if applicable (i.e., wirkV, connections, swMdroa, controls, tunes, slamrw,
etc.)
di
surface stribution Ateral or lateral orifice pkrpping (measure letarat diatai pressure - compare to design spedfication)
discharge of aftent or aewage back-up into structure served
g lnbarettoa ChactWt KQNTANN EVERY E YEARS (or when ntcasaary)
Stats. when tine volume d aolM~ds imp tl a certified sapfte servicing operator licensed under m. 281.68 Mo.
as ragwred W local ortinahce. tadga► a:eaada orrtylyd (tad) the llarr+d vokane w the tanlge) or
Oiepoaah of orri tarts shah ba pursuarK to NR 113. Ww- Admin. Code.
c, MkjMLfi ftW ) stall be inspected every 3 yeas and shell be damned when necessary to remove wry
accumulated solids according to manufacturars specifications. A sane ang. Period will always be greater than 12
nrorttre.
8ystern rrMWAW MM reports shall be submitted to the p°ti'rper ! gavernmerit urtlt in accordance with
SPS 363AS Vftc. Admin. Code. /hr,GM any cornporient fallure or malfunction to:
tame cf individual or company: C..O r y -~~C)C SC 0.1 ~`Gi i f31. d Phone:. %/S - `V(, (c
w~igomrmhontUrW. ?JLIK,IlG-TT C_.~.'• ryi~U!~
_ Plane:
Lcuml government udt address `-1R9,) Ln:c ZJP 2Y : z
defective Any n of this system shall be npaoad, repinced, or removed pure urt to SPS 383.51 (1), Wisc. Admen.
Code, Repair or repleoernant of failed or mie functio" components shall comply with SPS 383, VNsc. Miner, Coda.
No product for chemical or physical restoration of the POWTS may be used wilpas approved by the deparenant in
accordance with SPS 384, Wisc. Admen. Code.
99ndnaency Plan
in the event that any failed ttredrnant component of this POWTS carrot be repaired, It shol be replaced pursuant to
a plan satinet ed to the appropriate agency for review and approval. A tailed in-ground dispersal oomponerit may be
abandoned and replaced by a code-ocimpying dispersal eomponad in a pe. area of suitable soils.
syllem eQll at
If use of this POWTS is discontinued, It shall be abandoned in accordance wph SPS 383.33, Wisc. Admin. Code.
I
Quick4.
INFILTRATOR' The Quick4" Pius
Standard Chamber
ro,~~__ Qulck4 Plus- Series
The Quick4 Plus Standard Chamber
offers maximum strength through
I its two center structural columns.
This chamber can be installed in ,
a 36 inch-wide trench. Like the
original line of Quick4 chambers, v
it offers advanced contouring
capability with its Contour Swivel
Connection- which permits turns 7
up to 15-degrees, right or left. It is
also available in four-foot lengths to
provide optimal installation flexibility.
The Quick4 Plus All-in-One 12 Quick4 Plus Standard Chamber Benefits:
Endcap, and the Quick4 Periscope Two center structural columns offer increased stability and superior strength
are available with this chamber, Advanced contouring connections
providing increased flexibility in
system configurations. Latching mechanism allows for quick installation
Four-foot chamber lengths are easy to handle and install
Supports wheel loads of 16:000 Ibs/axle with 12" of cover
Maximum Strength I
QuIck4 Plus Standard r : ---~~i
1 Specifications
Size Quick4 Plus All-in-One 12 Endcap Quick4 Plus All-in-One Periscope
34"W x 53"L x 12"H Benefits: Benefits:
(864 mm x 1346 mm x 305 mm)
- - May be used at the end of chamber Allows for raised invert installations
Effective Length row for an inlettoutlet or can be 180° directional inletting
48" (1219 rnrn) installed mid-trench
• 12" raised invert is ideal for serial
Mid-trench connection feature allows applications
Louver Height construction of chamber rows with
8" (203 mm) center feed, as an alternative to
inletting at the ends of chamber rows
Storage Capacity Center-feed connection allows for
41 gal (178 L) easy installation of serial distribution
systems
Invert ReIgM Certified by the International
0.6" (15 mm), 5.3" (135 mm), Pipe connection options include
sides, ends or to Association Plumbing
8.0" (203 mm), 12.7" (323 rnrn) P and Mechanical
i
Officials ls ls (IAPM (IAPMD)
APPROVED in
Chamber -
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CFf I-QIVE LENOFII
luici(4 Plus All iu-One 12 Endfap
PPF:-SUHI2CL Pil I,filll
MINI S LI TILM Is
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i
DIVISION OF INDUSTRY SERVICES
;`,y`~ s 0 \h{ PO BOX 7162
~l _ MADISON WI 53707-7162
l P S, / CaMad Thrt go Relay
~,'i;. 1 N~V7tlaV6.w1.0ewfire9roms'rrM~nay-srrvr.2s
\~?'~IIk1A~~ SN1"
smtt Walker, Gov"W
11ay W3, 20I5------ on" Ross, Secretary
CI IST ID No. 1316956
I )AVID I.CiN'17
GOVT AFFAIRS DFI'T INFILTRATOR SYSTEMS INC
4 BUSINESS PARK RD PU ROX 76R
OLD SAYBROOK M (f64 i.s
_ _ Identification Numircrs
Trvehsactkw ID No. 2534224 - - -
sitt II) No-
He: Description: L EACHING (;HAMHFR Pleax refer 10 both hdeMificalion hamhlhcrs
Manufacturer; INFII TRATOR SYSTEMS ING above, in at' comxx n lerhrc with the a1i°1 Y
Product Name: Q
LEACHING UICK4 PLUS S TANDARD, OUICK4 PLUS STANDARD LOW PROFILE (LP)
Model Numtwr(s) QtlICK4 PLUS STANDARD (INCLUDING QUICK PLUS ALL)-IN-ONE 12 ENDCAP
WITH TOP, END, OR SIDE PIPE INLET CONNECTIONS USED SINGLY OR IN
PAIRS AT ENDS OF CHAMBER LINE, OR AS A MID-CHAMBER LINE
CONNECTOR) AND QUICK4 PLUS STANDARD LOW PROFILE (LP), (INCLUDING
QUICK4 PL US 8 ENDCAP WITH F.ND PIPE INLET CONNECTION USED SINGLY
OR IN PAIRS Al ENDS OF LINE; AND QUICK4 PLUS ALL-IN-ONE 8 ENDCAP
WITH TOP, END, OR SIDE PIPE INLET CONNECTIONS USED SINGI Y OR IN
PAIRS AT FND S OF CHAMBER LINE, OR AS MID-CHAMBER LINE
CONNECTOR)
QUICK 4 PLUS STANDARD, DIMLNSIONS: 53.0 IN L. X 34.0 IN. W X 12.0 IN H
MAX. DEPTH OF BURY= 8 tL
(EISA for chambers w{th or vAlhw fabric = 20.0 sq. ft./charnber, EISA for Quick4
Plus All-in-One 12 End(,V installed at the ends of a chamber row = 2.6 sq. fUend
caP• EISA for Ouick4 Plus Atl-rn-One 12 Endcap installed in-fine within a chamber
rt)w 3.6 sq. ftJend cap; Laying length of chamber - 4.0 ft, Laying length of Qurck4
Plus A&in-One 12 Endcap installed at the end of a chamber row < 1.5 h., Laying
length of QUIck4 Plus Alf-in-One 12 Endcdp Installed in-fine within a chamber row =
0.9 fL, OUICK4 Plus Standard Open Bottom area = 9.72 sq. ft./chamber, Quick4
Plus All-in-One 12 Endcap inslaked at the end of a chamber row Open Bottom area
3.1 sq. h./erd cap. EJ'q*k4 Plus All-In-One 12 Endcan installed in-line within a
chamber row Open Bottom area 2.2 sq. I lend cap; SEE ALSO ATTACHMENTS(.
QUICK 4 PLUS STANDARD LOW PROFILE (I P) DIMENSIONS: 52.0 IN L X 34 if
IN. W X 8.0 IN H; MAX. DEPTH OF BURY= 8 IL
(EISA for chambers with or without fabric _ 20.n sq. ftJcharnber: LISA for Qulck4
Plus All-in-One 8 Endcap Installed at the end of a chamber row = 2.3 %q. II./end cap,
F ISA for 0ulck4 Pkrs All-in-One 8 Endcap Installed in-line within a chamber row =
2.0 sq. ftland cap; EISA for Quick4 Mrs 8 Fndcap installed at the end of a chamber
row 0.7 sq. ftJend cap; Ly ng length of chambers - 4.0 N.; Laying length of
Ouick4 Plus All-in-One 8 Endcap installed at the end of a chamber row = 1. t ft;
Lying length of Quick4 lkz All-n-One 8 Endcap installed in-line within a chamber
row _ 0.9 fl; Lying length of Quk*4 Plus 8 Endcap installed at the end of a
chamber row= 0.4 ft.; Quick4 Plus Standard Low Profle Open Bottom area = 9.71
sq. fi /chamber. Quick4 Plus "in-Ohre B Endcap insla" at the end of a chamber
row Open Bottom area = 1 A sq, [tJerd oap; Quick 4 Plus A#4n-One 8 Endcap
installed In fine within a chamber row Open Bottom Area - 1.2 sq. ftJord cap; Quick
4 Plus 8 Encicap instated at tha end of a chamber row Open Bottom Area - 0 4 sq
Blend cap SEL ALSO ATTACHMENTS)
Producl File No: 20150111
1534224 UAVID111ML twr~ ,,r,~unr
The specifications andior plans to this plrnbirwd product have been reviewed and determined to be in
compliance with chapters bl'S 3112 through 384, Wisconsin Administrative Code, and Chapters 145 and 160,
Wisconsin Statutes:.
The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin
Administrative Code. This approval is valid until the end of May 2020.
This approval supersedes the approval issued on 11/11/2014 under product file rnrnber 20120137.
This approval is contingent upon compliance with vie following stipulation(s)-
This product must be installed in accordance with the manufacturer's printed instructions, product
approval, and plat approval If them is a conflict between the manufacturer's instructions and the product
approval andror plan approval, the product approval andlor plan approval will take precedence.
• When this product is installed in a dispersal cell that is sited based on the EISA rating stated in the
regarding block of the product approval letter, this product must receive wastewater having a GODS value
less than ur equal to 270 mg/t, d TSS value less than or equal to 150 mg/L and a FOG value loss than of
equal to 30 mi on a monthly average.
W Tien this prookint is installed in a distribution cell that is _.tzed bask'd on the t ISA rating scat,ed in trip
regarding block of the product approval totter, this product must be installers in indivirklal excavations that
create a row of chambers that are horizontally separated Iron other row % in other excavations by al least
A feel. The 3-foot measurement is measured between the closest outside edges of the leaching
chambers.
• When this product is installed in a distribution cap that is sized based on the EISA rating status in the
regarding block of the product approval letter, the distribution cell design must allow at least six inches of
rxrnding in the chambms without badkflow of wastewater into the drainpipe that risr:harges into the
chambers.
• When this product is installed in a distribution cep that is sized leased on the EISA rating stated in the
regarding block of the product approval letter, this product must be installed in a distribution system..
which has the top of the distribution cell at or below original grade.
• When this product is installed with geotextiie fabric on the sides of this product in a distribution call that is
sized based on thfu EISA rating stated in the regarding block of the product approval lefer, the F ISA
rating with fabric must be used to size H1e system.
When this product is installed next to each other in adistribution cog that is NOT sized based on the EISA
rating slated in the regarding block of the product approval letter, the effluent distribution area is equal to
the length times the width of the chambered area. The use of geotext3e fabric; at thus type of installation
is optional.
• When this product is installed with gootexidis fabric on the sides of this product in a distribution cop that is
sized based on the EfSA rating stated in the regarding block of the product approval letter, the geolextile
fabric must meet all of trio following specificatirxds:
Geotextila shall be not w wen
Weight shalt be 0.35 rrvJsq yd to 1.5 oz/sq yd
. Apparent opening sae (AOS) shall be 20-30 U.S. Sieve (ASl M 0-4/51)_
• For mound designs, see the manufacturer's propriety mound component manual for this product liter.
• For mound designs, see the manufacturer's propriety mound component manual for this product line.
Z-534224
UAVII>ILNI'G
SB20i5
Ttw department is in noway endorsing tins product
which may result `rom its use w any advertising, and is not responsible for any situation
.
Sincoroly,
Glen Jones, M.S.
POWTS Product Reviewer
phone: (608) 267.5265
tax: (608) 267-9723
email: glen.jonesCewi.gov
The DSPS Is committed to servke excelience. Visit our survey at:
www,surveymonkey.com/s/dspsiscustc,merratisfacti u,
NFILTRATOR IM-1060
• Strong injection molded polypropylene
i construction
f#n
c - Lightweight plastic construction and
inboard lifting lugs allow for easy
/ delivery and handling
2" Int ral heavy-duty green lids that
interconnect with TW'm risers and pipe
riser solutions
• Structurally reinforced access ports
eliminate distortion during installation
and pump-outs
• Reinforced structural ribbing and
fiberglass bulkheads offer additional
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 Infiftrator's line of custom-fit pump-outs
risers and heavy-dirty lids. Infiltrator injection molded tanks provide a • Suitable for use as a septic tank, rump
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 Inhitrator native soil. Soo installation instructions
TW Riser
System - for guidance.
I`
Partition
baffle wall o
HEAVY DUTY LID
CUTAWAY
l Reinforced
74` structural
access port
Structural
bulkheads
MID-SEAM CUTAWAY
Reinforced water tight mid-seam
gasketed connection
i
i
IM-1060 General Specifications and Illustrations
X,rml.ru. ,.rrv.nr. a+rcrnrarncu
The IM-1060 is an injection molded two piece mid-seam
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. Infrltrator's
gasket design utilizes technology from the water industry 4 -i i =9~ "
1J d>
to deliver proven meads of maintaining a watertight seal. 3Y \
The two-piece design is permanently fastened using a `'r 1 MDR
series of non-corrosive plastic alignment dowels and i i -
locking seam clips. The IM-1060 is assembled and sold I`
through a network of certified Infiltrator distributors.
vmt.» onlnawnrn _Must be backfilled and installed in accordance with TOP VIEW
Irtfittrator Water Technologies, Infiltrator IM-Series Septic
Tank General Installation Instructions and for shallow MILLI
ground water conditions reference the Infittrator IM-
Series Tank Buoyancy Control Guidance,
Please visit wwwjnfilbutorwater com/images/pdf/ 1 II1 I
Marwa1[sGuides/TANK01.pdf for the latest information. ~Ji\ 1 q I ~f i111l u•ul
11111{[. 11 V.V l.'t I`Iy r /
Workirn,) Capacity 1094 gel (4141 t) ""`w" .4Ir - t l L
local Capacity 125/ gal (4872 Q END VIEW
Mntpac.e , _ - - _ 16.5% _
;Length _ I 12J"(3226 mm) autoz: ~ a).mt¢N rtss ulltr•+c~arr. uxxlwuuslz- INC OXras
Width 622- 1560 mm wltr,a Ib: tx,u fwtlvwo an:rn>i rir on
Lt
9 w u J n..l.
Length-to-Width Ftalb 54.7- 2.310(t3891 1
mm)_----i
- rrx
IYOVr t(Al Level 44" (1118 mm)
Invert Drop _ lalwae.. raJranzs
3" 6lrlrrl IYJUq) I- NAOPI I
n mlcvr
Flbe 4155 Su A U _ . mm aarru
G01apartments 1or2 - JJ,~LJ. HN+M1rIR
,1.- I~ ✓I.
Maximum Burial Depth 48'(1219 mm) - SIDE VIEW
Minimum Burial Depth 6" (152 mm)
I i
Maximum Pipe Diameter 6"
(152 MM) TANK IOP
COMINtx JI:'.
_320 1b% I14Skq1 HAI.I C>ASKFT
TANK \Jt
IN Ii I1IOQ-}{.J I~- - SEAMU:F
/ tl}}C
ALIGkMf NI - 1,
DOWFI
TANK &J I IOM
I IAI I
PO,
nu.. llil u
U O SnY4rcv. (A 047E
X
w)e;rz-rooo • Eal Xeo-.s), root MID-fEIGNT SEW SECTION
I-W(~221 4436
1!W.IrXrllfine watecdxn
U.S!'sonez:a.ra.%I.5.OJr,WI.S.tSfi.e9a,u.335,at].S,M)Ltt5,5!Otp!tX: 5 5119W,;rte.IR3. 5.5aa.nX: 5.&n.644 can•nan Vr ,T;C^J_Xl1,?00t.SaX(>tla p.lsvnz [•mna. x.tm,.u.,twluo,
Uu1rk0-rib 9d:Vhbn nra n1X~'•e bW.vrralk: d bvehxbv VrAd IrrrvWrl~ IMXrar ie a•N-'tvld tinkle xK n K.rva brfa;por WAa Tw}ln9e%•v: t. a r y,X'veb batlmusl i. M".iti.
Garel~. Mvad euclvµ tblyluX. f>anca_Kwz.. XkaVOrl. I+rsdvx oul*('.n.OMde'M. q'+a.rcx ab 5emgelnu me nrc4l..xsd Mara Mena r <ndw7lo:
1'aIYLnX G a traaXmnrK d RryJm. YIC. Tur-TII t ¢ n reXl-.Xrarl traXdnark M tI tP-Imr, eK:. f 1rra.itp F a tryNXl.ly of flfx Irc.
O ^016YrMbAV WaMTerrn>k ~ ILC. N ~~rF mtawl Rvn.al n U.yA
RAW 1.11
- • :11
N,,t IH1 ate DIVISON OF INDCSTRY SERVICES
rliwl : c;I Pmdud Hwww
P.C. Box 2858
I S - Madison, Wisccnsin 53101-2658
P S, TTY: Contact Through Relay
vi
Scott Walker, Governor
,....~F.cvrpR
- Dave Ross, Secretary
March S, 2014
TUI -I I1 E
TED MEYERS
1200 Fl FX CT
I AKF 7uRICH IL 60047-1570
Re: Description: SLWAGL TREATMENT APPARATUS
Manufacturer: 11-11 -111E
Product Name: FEE[ UFNT FILT LH
Model Number(s): EF-4
(MAX. DINE 800 GPD]
Product File No: 20140003
The specifications and. or plans for this plumbing product have been reviewed and determined to be in compliance
with chapters SPS 382 through 384. Wisconsin Administrative Code, and Chapters 145 and 160. Wisconsin
slatutes.
The. Department hereby issues ao approval based on the Wisconsin Statutes and the Wisconsin Administrative
Code. This approval is valid until the end of March 2019.
This approval supersedes the approval issued on 4M 1'2009 under product file nurnber 20090152.
This approval is contingent upon compliance will) RIC following stipulation(s):
• This product may only be installed in the outlet tee of sewage treatment compartment or tank having a flow rate
of oo greater than 800 GPD.
• A 1.25-in. hole must be drilled in the top of the filter within an inch of the slots provide for venting prior to being
installed in the, outlet tee.
• An access opening of sufficient size to allow removal of the filter must be provided over the outlet tee baffle of
which this product is installed. This access opening must terminate at or above grade-.
• Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter will
be necessary.
• MAINTENANCL: 1 he manufacturer recommends this unit be cleaned every time the tank is pumped or at least
once every three years.
The department is in no way endorsing this product or any advertising, and is not responsible for any situation which
may result from its use.
Sincerely.
Glen Jones, M.S.
POWTS Product Reviewer
phone .(608)267-5265
fax: (608) 267-9723
ornail: glcn.joncs((Dwi.gov
SBD-10%4 iN.1 Rig/} I tle He' tanC^3sl'.000:
'S
04.00"
18.25"
16.75"
1 ~l
~ .I
Material: High-Impa
Color: Yellow
Drainage and Septic Products PART NAME:
4' E
TW-Tuo. IaC TELEPHONE. 047.530.,011 1200 Aft coon Tou fF&V eoo.sn.*jooe PART
lake IDrt ,!{rolm 30341 /AS: 34T.3SPA004 `r
http://nebula.wsimg-com/e442fOO63aec6 i e82f63f1 d 1 bc0887cOMccessKeyl... 8/31/2017
ST- CROIX COUNTV
S LMC 'I ANK MAWI7a1ANCE AGREFII IWT
AND
OWNERSHIP CERTIRCA77ON FORM
Owoedr_ ~`~Crt~~F:C,rIJ_ !-G}4~~(1~
Mailing Addnss _ I f~j _ Ci F `-7 Jr GAL L~2. N i 1 J L i
Pttrpc ty Address -174, C' T /I
4
N~ra°0°'O~Od ttom ~ a: Tnamsg Drat for ttew mostrtxtioo.)
Cady/State I a u: , c :i Parcel Identification Number r, .-S0 c'~ d
LEGAL RIMM11-nON
Ymperty location _ L- Y. , z: y, J T 75N RAW, Town of H U I TN
Subdivision Plat
- - - Lot # -
Cerf &A Sarvey Map # Vobntm -
Page #
Warranty Reed # G' / G I +q _ dare 2007)Voiume pap
Sprx boss, Dyeso, W Us" ievasablqbyC5EImo
SYSTEM MAINT)rNATICK AND OWKKR dC FR CATION
Improper use and nimudesumm of your smbc $skm mold rent in its premamm 8ihae to haedle wade= Pnyer
rnaimeaaece Con9a~ of PumPwg offi dre septic tank every duce Yom" sooeer, if
the system.ao affed the fm>cum of die Sz °~d by a licmetd PmPec amw yon pot into
P~ Rued as a eOd smige in dre wets d al moi yy~ O,
res7ronvbilipesute specified is 43PS. 383.52(I) sera mt3.4mot tter 12 - St Clvix Cm" Seoirer Ordioaose
.
1'he Pmperty owner agrees m sobMd to St CrMM Coaoty Play & 7yue9 Dgmbncat a owtificeioM
a anndd by a master pitaobc, jwaymon plumber, rsaic@d p4mdter or a liocowd pumper venfywg diet (1) die on siD by .
wwmevmbz dgposd WSW- is m p.oper opermng wudkb n and/or (2) after imPatioa Mod pmrpmg (if n°commy), d, septic tick is
legs dims In fatl of sludge.
ate
Uvo,
starulada set Ulmllswgued have read the above requmemmsds sad apse, to mmusam die prwde sewage disposal system wilh the
>io* hemi, m set by dm Depwuww of Saftsy And Pmainoad Services aril the I)vwft.A of Nw w R.M.u,
Sme of VVismrvmm. Cvti6cayao stating bat your septic symem Inc b® mamboed meet be cmplMd
Cnmty Plum g & 7.otrmg Dapermoeot wi bmm 30 days of lim dmm pew emitatim due and reamed to the St Goiz
It m artify the ag stihmeots m t~s fvcm am am o the bent of ay/ar lmowiedee_ VW wdwc be
Prolre[tY tlpetiied above, 6y virtue of a w~u(raot"„ deed romrdod is der of Darts Oftx. ms(s) affbe
IGNATURE OF APPLI
DATE
. Any_&®®thate
nft-Wr®md °af rmdt ro the a>dprY Pmat bam6 rewked by the Msmmg A Zmarg f?epeyaent
1eg.uer of Deeds 0M,, and a servey map if
re fan=e is mode in the vwrrapv deed dead Goa 6e copy of the oertiBtd
(ir6V_ 6442)
Nhseonsin Department dz9q"- C 5 T-a o i 8
Urvislon of Industry
Y „ ZrtiC, SOIL EVALUATION REPORT page 1 of 4
m accordance th SPS 383. Ws. Arlin Code
County ST. CROIX
Attach complete site plan on paper not le5s uw, 11 inches in size. Plan must
include but not limited to vertical tand~l oAZOrrta'f reference point (BM)- direction and Parcef I.D. 020 - 1030 - 50 - 000
percent slope. scale or dinldiir ior1Z, north arrow. and location and distance In nearest road.
Please print all information. Reviews y Date
I' Information yovprovine•nay be o,ea I. r,x Idwy purxrsMs Pnvacy A».x 150401 arll
Property Owner Property Location
RICHARD N. PBARSON Govt. Lot SF 1;4 SE V4 S 6 T 2) N R 19 E (or) Property Owner's Mailing Address =-*Block# Sobel. Name or CSM#
1 109 Crestview Drive
City State 1.p Codo Phone Number ity []Village Town Nearest Road
(Judson. W1 54016 ( 715) 386 -K 55 C.TAL A
E] New Construction UsoQ Residential I Number of bedrooms Code derived design flow rate 450 GPD l
0 Replacement Public or commercial - Describe
Parent material sandy oulwasli-- - - - Flood Plain elevation it applicable fl.
I General emm,ents Conventional In-ground Trenches 0.7
and recommendations loading rate system elevations: 59.00 ft. and 85.00 11
PROPFRTY ADDRESS: 576 C.T.H. A
r
Boring # 0 Boring
Q Pit Ground surtace elev. 94.20__ fl. Depth to fn>itiny factor. -'90 in-
Soil Application Rate
[1101,14on Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD.W
Ili Munsell Ou. Sz, Cont. Color Gr. Sz. Sh. 'Efl#1 'Etf#2
0-1 10YR2i2 I 2f=msbk mfr cs 2vGm 0.6 0.8
I7-33 7.5YR14 sl Nabk nrvl'r Cs 2vf-m 0.6 I.ll
3 33-41 7.5YR4.O l Itabk mfr Cs Iv 1'-m 0.4 07
4 •11-90 7.5Y'R4:r4 s t di 11f-C
)SE
0.? 1.6
2 Boring # 11 Boring
91.60 >8"
El Pit Ground surface elev. _ fl. Depth to forting factor in
Shc lication Rate
Fonzon Depth Dominant Color RP.dox Description Texture Structure Consistence Boundary Roots GPDyfP
in- Munsell Ou- Sz. Cont. Color Gr Sz. Sh. 'Eff#1 'EB#2
0-9 I0Y'R2i2 1 2f-msbk mfr Cs 3%,l=co 0.6 0.5
9-29 5YR.34 sl 2fsbk nnfir cs 2k l'-111 0.6 LO
29-36 7.5Y'RY4 Is Ikbk ds Cs Iv(m 0.? 1.6
4 36-87 7.4YR4.I s Osg dl Ivf-I' U.? 1,6
Ilorizon 2 has IY hr_
Horizons 3&4 have sunn• gr.
' Effluent #1 = BOD,, > 30:E 220 rngrL and TSS >30 < nx3rL r EfBuenl #2 = BOD, < 30 mg>L and TSS < 30 nx,1rL
CST Name (Please pant) Sig r CST Number
MARY JO IIGPPERT(IlonislersSoil Teslinr&DesiiznT. 224832
Address Date E alu tin conducted Telephone Number
28497 King Arthur's Court, Danbury, A41 54830 10 - 10, 20;8 715-420_1 ??5I
Prop 1'LARSOA', Richard A''_ Pane: ID # 1110 - 11130-?fl-0001 Page ' of 4
f~erty OVmor _
I Boring #
u Q Pit Ground surface elev, 91.10 R Depth to limiting factor, -97 in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-12 10YR12 I 2f-ma&sbk m0 es 3vf-co 0.6 0.8
2 12-30 7. Y1134 A 21'sbk mvl} cw 2yf--co 0.6 1.0
3 30-40 7.Sti'R3+'4 c2f 7.SYK 4'[6 cl IIPI mlr cw
Iv l=m 0.0 0.2
4 40-97 7.5YR4:4 s Osg nd Ivf--f 0.7 1.6
I Horizon 3 is a layered horizon. f
F ,omc rk fmg t`
❑ Boring # Boring It Pit Ground surface elev.__ ft. It h to limiting factor____ in. Soil A Gcation Rate
r Honzon Depth Domnanl Color Redox Description Texture Structure Consistence Boundary Roots GPD/tF
in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh. 'EH#1 'Eff#2
H Boring
Boring # Pit Ground surface elev. _ ft. Depth to limiting factor in.
Soil Application Rate
Honzon Depth Domnant Color Redox Description Texture Structure Consistence Boundary Roots GPOM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Elt#1 'Ef #2
i
' Effluent #1 = BOD, > 30 < 220 my,1 and TSS >30 < 150 ngA. ' Effluent #2 = BOD. < 30 aWL and TSS < 30 nVL
Plot Plan Page -5~ of
y
PROPERTY OWNER: ~ICNAKO /U. I~ea4~prJ 1" - 40 FT
(except where noted)
Legal Description: ~ZCrct LOEr17ED I V i7tE ~1`{ CE THE s>r' U SEr. Ib, f 3 = b cldme at
T2,r1), RI t N~ IO AP) OF +i LkD50N ST. c_ROIK Cow uTY
w~S(pN i pZD-1o30.s0-000 /.OIXAOZZ~S
North
~~^n cv~,: CrH A
c nbeTr+ PIS Z
qE.10I.fo~ y y M
J ~ cA -.iOQ•'l 'Ab 9y. DO ~
(Lkv.Yl V~ Z
Or Or CF'M,e TANK ebVEIq
zo 9v.ti D ~V
f 3
G
;s I B~,r,RrbM i
C,
K]
t'
Site location:
1
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4
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