HomeMy WebLinkAbout040-1229-50-000 (2)
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 605055
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village Township Parcel Tax No:
Dennys & Lori Bisongo TOWN OF TROY 040-1229-50-000
CST BM Elev: Insp. BM Elev: Description: Section/Town/Range/Map No:
M 14".) 16.28.19.1125
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
6, z /05, io v
Septic C
/oS Benchmark 1 1654 /00
Dosing
Alain ~o u 6 /'n 5. 63 /aa .a7
Bldg. Sewer
li✓ r L t'om' ~ aflS
Holding St/Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Ven Air Int~` ROAD Dt Inlet -75 7 92 .3 L
7' 30 Septic Dt Bottom J
> ZS ~v
Dosing 9 116J Header/Man.
Z 5 99
Aeration Dist. Pipe 7,
~ . 5 Gam,. 7~S
Holding Bot. System ,
PUMP/SIPHON INFORMATION Final Grade 'may
•
Manufacturer zQ L. GPM Demand Sit Dyer t j
Model Number Q
~U
TDH Lift / ? Friction Loss stem Head TDH/3
.
r J 7
Forcemain 1 Length / IDia. i If Dist. to Well
195 Z 192
SOIL ABSORPTION SYSTEM
BED/TRENCH Width / Length / No. Of Trens PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 /lO 7- 1 fCot
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manuf~ytyf r:
INFORMATION CHAMBER OR
Type Of System:
O Ze 4-71•~ >ZS 3g UNIT Model Numbsti: f~~~ I 1
, 541
DISTRIBUTION SYSTEM fi-tlf •7 274-Z-7a = $4fJib
Header/Manifl Distribution x Hole Size T
ole Spacing Vent to Air Intake A
Pipe(s) 9` 1 J
Length_g_ Dia Length Dia Spacing \-COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only 01 Depth Over Depth Over xx Depth of xx Seeded/Sodded xx
Mulched
Bed/Trench Center Bed/Trench Edges Topsoil
No '~s ~ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 352 SOUTHERN PA IF RD a~~'~-- a
1.) Alt BM Description a1 ,e-- , t'-L) A" ~ 1~-'~~ ~ 6
2.) Bldg sewer length = e /
Lj-
- amount of cover
ot~
Plan revision Required? ❑ Yes ~o Zg ? Lr `"7
Use other side for additional information.
Date Insepc is Signa re Cert. No.
SBD-6710 (R.3/97)
f ~ County
n t_ V Safety and Buildings Division
D~~~. t 201 W. Was ' . . Box 7162
Sanitary Permit Number (to be filled in by Co.)
Ps a lot i Madison, WI 53707-7162
Sanf "o, t Application State Transaction
In accordance with SRS 3,83.2IY, .:'kVTS dm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. J* t 11
L
1. Application Information - Plea a Pr' PAIL lnformatio
342, 4,oat,-e~ pje-~4~
Property Owner's Name 11 Parcel #
Property Owner's Mai Iin 'Address Property Location
f / C. Govt. Lot
City, State Zip Code Phone Number ,
Section
~r-)C( ircle on
T c,10 N; R E o
IL Type of Building (check all that apply) ` Lot #
1 or 2 Family Dwelling-Number ofBedroon Subdivision Name
ck # `,DV4&
❑ Public/Commercial -Describe Use
❑ City of
r
❑
El State Owned - Describe Use CSM Number Village of
Z ( ( [Vown of 7b
F%
"'f
III. Type of Permit: (Check only one b x on line A. Complete line B if applicable) A.A- xl~
A.
❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
El Permit Transfer to New List Previous Permit Number and Date Issued
B• El Permit Renewal El Permit Revision El Change of Plumber
Before Expiration Owner ~'r
y~1h t r7
W. j~pe of POWTS S stem/Com onent/Device: (Check all that apply) 401
Non-Pressurized In-Ground ❑ Pressurized In-Ground El At-Grade [I Mound > 24 in. of suitable soil El Mound 124 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain)-
V. Dispersal/Treat ent Area Information:
Design ~w~ Design Soil Application Rate(gpdst) Dispersal Ar- D-1 i'll (sf) Dispersal Area Proposed sf) System El vatio
V( L 7 1 It) 96, -r I 7
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units o a
New Tanks Existing Tanks ~ OF
Septic or Holding Tank O ~ /r 5IL (f VA/
f1 f~l/ ~~l I~/~
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Signature
~ MP/MPRS Number Business Phone Number
7 44 tj,,- (-XJ3 -
T1155- 7&a _833
Plu
mber's Address (Street, City, State, Zip Code)
16-~5 Z71
VIII. County/Department Use Only
Permit Fee Date sued Issuing ent Signature
pproved ❑ D' prov~j Q
,ivm ReasonTbr Deni
&17-71j al $ "
IX. Condit easo s for Disapproval I'
7 k cvlN:sn: ►Itc- rnd
t~bY{~AI ;Su cell t'.'Kmt dl) ~sliA!9 s ! ri? i.i t_ s:r ec
g"t P~ A'o ridsti w plwnbet.
MspK TWA
2 j;-!~ Runtt w r,a rtr ire a I S
•PW t*s1,:4rUt1 j,
Attach to complete plans for the system and submit to the County, only on paper not less than 8 1/2 x 11 inches in size
SBD-6398 (R. 11/1 1)
PAGE 1 OF 5
In-Ground Dosed-Gravity Plan
Index & Dover Sheet
Component Manual Design References:
Version 2,0, SBD-10705-P (N.01/01, R. 10/12)
i
P g of 5
9 Index & Cover Sheet
Pg 2 of 5 Plot Plan
Pg 3 of 5 Dispersal Area Cross-Section & Plan View
Pg 4 of 5 Pump Tank Specifications
Pg 5 of 5 Management Plan
Attachments: nclosures:
Pump Curve POWTS Application for Review
Pump Specs Sail Evaluation Report & Site Map
Filter Specs }t►2 t1~ Ddb St`,P c / ON F/Z c
Tank Specs Infiltrator Specs
Project Name / Description
Owner Name(s): DENA1~s I LoKI Dbpr~~ ,SOG Phone: - -
Owner Address: 3g2 ScoTHE" Pen=ce- Rb. uDsoni WT Z10 _ _54
Project Address: me
Govt. Lot: - A)u) 1/4 of SE 1/4, Section j6 T A N-R 14 E ❑or W
Township: -TY,01y County: -57. coa,C
Project Parcel ID D~fO Jzz-7?- oll~
Designer Information
Designer Name: Mary Jo Huppert Phone: 715 _426 _1775
Designer t?ress: 28497 King Arthur's Court, Danbury, Wl Zip; 6483Q
E-mail: h6itisterdesign@outlook.com n i r E,{~
License Number. 1859-007
Remarks: 0. MARY J
i~RT t
HUPP559
s D 1 659
s
RIVER t.l.S
t,:
y
SIG[
, ~t~
1,11hiam 110%
Signature: ffidl~ Date: ~._)q,
sega~tre each Cd CM,
Plot Plan Page ;_~fof ff
PROPERTY OWNER: 0tLj .S 9 tuet bow'IN-5 I ,Iu IN 40 FT.
E
(except where noted)
Legal Description: IIL-~ LO, Q-WEH STATICA/ I ~,A0Dn1, VW1q CF 7?46 = backhoe pit
wit)fm-sw dyG'- 12?=I- C5V -060 3Se Sour/e,,A' PgCIFIC .F~C. 7.
North
a
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it's pzlbs ao
AIj
e
JOS r ~~ba ar~ao,vtil
I
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Site location:
f~,
= PAGE 3 OF 5
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INFILTRATOR
Emil 111 111111111111 1
Features & Beflef+#s
• Strong injection molded polypropylene
construction
• Lightweight plastic construction and
inboard lifting lugs allow for easy
delivery and handling
• Integral heavy-duty green lids that
interconnect with TWTM 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 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
are necessary
Inlet Side
/ The tank may be backfilled with suitable
TANK CUTAWAY Infiltrator native soil. See installation instructions
TW Riser for guidance.
System
Partition
baffle wall' HEAVY DUTY LID
CUTAW"
Reinforced
24" structural
access port
i
Structural
w ' bulkheads
MID-SEAM CUTAWAY
Reinforced water tight mid-seam
gasketed connection
i
INFILTRATOR'
Protecting the Environment with innovative Wastewater Treatment Solutions
IM-1NO General Specificafions and Illustrations
l IETING STRAP I F I1NG LUG IibR QJNNECT"N
tTYP1CAU 14TOTALI RYP1G[]
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 A
o o
for accepting an engineered EPDM gasket. lnfltrator's 4-
d
9 ~ c
4_ G
asket design utiiizes technology from the water industry
115;
0 0
to deliver proven means of maintaining a watertight seal. XTERIOR YnDTH
The two-piece design is permanently fastened using a -
series of non-corrosive plastic alignment dowels and
locking seam clips. The IM-1060 is assembled and sold
through a network of certified Infiltrator distributors. _ f3/M)Ex ERIX IENG E
with TOP VIEW
Must be backfilled and installed in accordance
Infiltrator Water Technologies, Infiltrator IM-Series Septic OUTtn
Tank General Installation Instructions and for shallow
ground water conditions reference the Infittrator IM-
Series Tank Buoyancy Control Guidance. C
54.7
Please visit www.infilb-dtorwatercomTimages/pdf/ `1389'
ManualsGuideslTANK01.pdf for the latest information. T` 1141 In
s<A,A c~
pn IrAL1
7,ta UI .r SIRAP Capacity 1094 gal (4141 L) pacity 1287 gal (4872 L) END VIEW
Airspace 16.5 °/D
Length 127" (3226 mm) e4U021 024ffi LDIACCESS OPENINGS WrI14 LOCKING LIDS U)
PX OR ARS 0 411021 PVC OR
Width 62.2" (1580 mm) a~rz~mrRrr>axO ARS OUTLET T
Length-to-Width Ratio 2-3 to 1 INLET
_ AIR SPACE 01111.171
10
Height 54.7° (1389 mm) PER t!6)
cgoE
Liquid Level 44" (1118 mm) 44.0 i-
FISF,IIC~LASS_F 111181 r IRLRGfASS
Invert Drop 3' (76 mm) SUPPORT Oqun - SUP OR
` JYPWC ,L1 DEPTH (TYPICAL)
wR N eAML
PER
wAttw ERE
Fiberglass Supports 2 RLQIARED
Compartments 1 or 2 1
Maximum Burial Depth 48" (1219 mm) SIDE VIEW
Minimum Burial Depth 6" (152 mm)
Maximum Pipe Diameter 6" (152 mm) TANK TOP - CONTINUOUS
Weight 320 Ibis (145 kg) HALF GASKET
TANK
INTERIOR SEAM CLIP
ALIGNMENT
DOWEL TANK BOTTOM
OMB Pa* Road HALF
+ P.U. Box 788
Old Saybrook, CY 06475
I N F I LT R AT O R~ ~ ~0 57 7D°' Mlt} r ttT SEAM SECTION
,.;j: www.int[ftatorswiter.com
U.S. Patents: C759,661.6,017.041; 5.156.488; 5,336.017: 5.401,116; 5,407,459; 5,511,903; 5,716,163; 5.588.776; 5,839.844 [`.ar7edian Patents 1,329,959; 2,004,564 Ottler patents pend,N-
Infiltrator, Equalizer,
Quck4, and Side!M rider are registered tradel7tarks of kfillrator Water Techmgoge Infiliratnr is a registered t%arlmerk h Fr wY . IrO tra Water Techroiagle8 fs a registeretl Uademark
in Mexico.
canaur MtcroLeaching, PolyTuR, Chamber5pacer, Mui6347rt, Po5tLock, Q1ickGut, QL&&P6y, 5nupLOCk wed 3Vaghtl ock Ere trudernerks of "tutor Winer Tecftlo ies.
PotyLnk is a trademark of FbiyLak, Inc. TUF-TrrE is a registFrrad trademark of 11JF-TrTE, INC. uttla-Rib is a trademark of IPEX Inc.
Y2 8078 Infiltrator Water Teonrwbgtes, LLC. M riDhts -d PmdA f m 11 SA lM11LYL 7116
• • - - - - • a - • - i
• • W.
PAGE SOFS
In-ground Dosed-Gravity Management Plan
IMPORTANT:
The owner of this in-ground dose"ravity 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 = 750 gpd; BODs S 220 "U'; TSS S 150 ML"; FOGS 30 mgL"
Inspection Checklist INSPECT EVERY 3 YEARS
o 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.)
o material fatigue (i.e., leaks, breaks, corrosion, etc.)
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
o neglect or improper use (i.e_, exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (i.e., pump re-Cycling, float switch settings, etc.)
o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification)
o surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tankts) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Slats. 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.
o Effluent filterf$l 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.
i
System maintenance reports shall be submitted to the proper local government untt in accordance with
SIPS 383.55 Wisc_ Admin. Code. Report any component failure or malfunction to:
Name of individual or company: advanced Septic Installation Phone: 715-703-8337
Local government unit: St. Croix County Community Development Phone: 715-386-4680
Local government unit address: Hudson, WI 21P: 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
to 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, 0 shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code.
*,F.~A2ME:yT DIVISION OF INDUSTRY SERVICES
~i/ oA PO BOX 7162
MADISON W1 53707-7162
Irs Contact Through Relay
httpJJdsM-vA-gov/programs/indvstry-services
fnR\ / mvw.wiscansin.gav
``FS~sio-z P~-' ti Scott Walker, Govemor
Dave Ross, Secretary
Identification Numbers
October 08, 2015 Transaction ID No. 2602108
Site ED No.
Pleasc refer to both identification numbers,
above, in all corres >ndence with the agency.
CUST ID No- 1316956
DAVID LENTZ
GOVT AFFAIRS DEPT INFILTRATOR WATER
TECHNOLOGIES LLC
4 BUSINESS PARK RD PO BOX 768
OLD SAYBROOK CT 06475
PLAN APPROVAL EXPIRFS: 10/3112020
Re: Description: SEWAGE TANKS, THERMOPLASTIC
Manufacturer: INFILTRATOR WATER TECHNOLOGIES LLC
Product Name: SEPTIC, SEPTIC/SEPTIC, SEPTIC/PUMP, PUMP OR HOLDING (trans id 2602108)
Model Number(s): IM-1060
(1060 GAL. ONE- OR 2-COMPARTMENT THERMOPLASTIC SEWAGE TANK;
1247 GAL- ACTUAL CAPACITY WHEN USED AS A HOLDING TANK; 713.3/356.7
GALS.; INJECTION MOLDED POLYETHYLENE OR POLYPROPYLENE RESIN, 2-
SECTION TANK WITH MID-LEVEL SEAM)
[44.0 IN. L.L., 6 IN. MIN. AND 48 IN. MAX. DEPTH OF BURY; 507.6 G.P.D. WHEN
USED AS A SEPTIC TANK; 341.6 G.P.D WHEN USED AS SEPTIC/PUMP TANK
BASED ON A
3 YR. SERVICE INTERVAL FOR RESIDENTIAL WASTEWATER; SEE TABLE 1
FOR TANK CAPACITY IN ONE-INCH INCREMENTS; TANK DIMENSIONS (OD)
127 IN. L X 62.2 IN. W X 54.7 IN_ HI
Product File No: 20150226
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 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 October 2020.
This approval supersedes the approval issued on 4/10/2012 under product file number 20120143.
This approval is contingent upon compliance with the following stipulation(s):
• This tank must be designed to withstand the pressures to which it will be subjected-
• The manufacturer must keep at the manufacturing plant a set of plans and specifications bearing the department's
stamp of approval. The plans and specifications must be open to inspection by an authorized representative of
the department.
• Installation and servicing of this product must be in accordance with the manufacturer's instructions. A copy of
the manufacturer's installation and servicing instructions most be given to the owner of the system.
2602108 DAvln t.>✓N77 Page 2 1018t2015
When this product receives wastewater from dwellings and is used as a septic tank, it will produce an effluent
quality with a maximum monthly average value for BOD5 greater than 30 mg/L but less than or equal to 220
mg/I., TSS greater than 30 mg/L but less than or equal to 150 mg/L and F.O.G. less than or equal to 30 mg/L.
• Before this product is installed a warning label meeting the requirement of SPS s. 384.25 (8) (b), Wis. Admin.
Code must be securely attached to the manhole cover.
• This tank is approved to use the following:
. The tank is provided with 3 ports on each end (one from each side, one for the tank end) used for inlet and
outlet piping, depending on site configuration(s);
Four-inch diameter inlet and outlet piping, Schedule 40 or SDR 35.
Department-approved effluent filter installed in accordance with the product approval for the filter including
a properly sized and located access opening for service and maintenance.
. Inlet/outlet pipe water tightness is provided through the use of a rubber gasket, Serco Septic-rite gasket. See
tank wall penetration detail in attached document(s)-
. Mechanisms for pump electrical connections from riser lid or other locations in riser must be completed in
conformance with the riser manufacturer's instillation instructions.
. Compatible risers include 24-inch-diameter riser products-Infiltrator TW Riser, EZset by Infiltrator,
Polylok@, Inc., and Tut-TiteM Corporation; other state-approved risers recommended by Infiltrator- Maximum
riser height is as per the state-approval and riser manufacturer's installation instructions.
• BEDDING: Tank bedding consisting of native soil (without rocks or protrusions) or 4-inch depth of granular
material-pea stone, sand or gravel. Anti-buoyancy control measures may he required if the fM-1060 tank is to
be installed with less than 16 inches of soil backfill cover and the seasonal high groundwater table has the
potential to rise above the elevation of the tank bottom. Otherwise, no control measures are required. If the
seasonal high groundwater is higher than the elevation of the tank bottom at the time of installation, coverage
with at least 16 inches of soil backfill cover will eliminate the need for anti-buoyancy control measures. For
backfill depths of less than 16 inches, the need for anti-buoyancy control measures must be determined based on
backfill cover depth and height of groundwater above the tank bottom. If the groundwater table has the potential
to rise above the elevation of the tank bottom, see the attached document(s) for information on the types of
controls and applicable backfill and groundwater conditions.
• BACKFILL: Backfill with suitable native soil, If native soil is unsuitable, replace unsuitable fraction with
suitable soil. Suitable soil includes soil textural classes defined in the United States Department of Agriculture
soil triangle. Suitable soil textural classes are based on the tank installation depth, as measured from finished
grade to the top of tank. See detailed information on backfill suitability in the attached document(s).
• Additional information is included as attachment(s) to this letter; see attachment A, B and C.
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
email: glen.jones@wi.gov
The DSPS is committed to service excellence. Visit our survey at:
www.surveymonkey,com/sidspsiscustomersatiqfaction
2 0 1 5 0 2 2 6 g
I 'iltrator 10600 albs Septic Tank
General Installation Instructions FrINFfLTRATOR'
septic tanks
84af01'e YOU BOyIn 1lnfida. inttialw. Kerhkn;k)% Orcrlon and 1'Josl Vtrrriraa I.url; irrlrat/r 9!107
Inffltiasor Systems' 1000•Gafion septic lank must be Inslalleti frobrsarefaclorydrihrcl.
accolding to slate nrldlor local rogulallorts, vlhloil supersede 3, Tho (gaskelc supplied 011 1110 Eaitl: ate t.`OrllpatilAe wili) ;;clie-Otrle
the n)anulacturor's fnstaiiallon Inshuclfons, If unsure at the 40 arul SDR 3b pipe Usk)g a SY, inch (1,iG avn) hole saw It i+sin[) an
Installation mgUirtinlents for a parliculm she, cowael Iho local alternative Unsket (not sufr{tiied YAUh Iho tank) sized (of Sche(Ou 40
heallb department or pennltiing au€horlty pips Only Qiavi%a Inigoi 9?Sidp dianneleQ, fist it L inch (125 mm) hale
Maloriais and Equipment Needed 4, InslnH foie rubber gaskntl; at Iho Inial and oullol
❑ 1460 Gallon lank ❑ EXCAVa1V1 5, We the inlal and outlet pipe's, Il)rouflh flit- y.9slails.
L3 Accebs Dort U(lc (included) ❑ Shovel 'rot Murth C,volina, 11w Wat1*6 shelf be a srrar')hr!line l:ilb 414• lea,
* c wievm poi lid (included) U Level
* Wedoalioi Unsksts (included) ❑ 5 inches (12S rnrit) or 5% trtdtas e. 1 toilzontally pomfion the tee IM, incltas Ian the access fur t tiro
U :nleUouilul toes' 1130 mite) diawaim hole stn,' as shown in the delaii Wow. This alklws the tee to Iii nai iht{ access
U I ape ntca ino U Utility knlle fyjrl K
* pq,e, risers, ate. 13 PVC 1*)u fflua with pAilim
a Sncki:l V1101101 'lea rrrrArs,oR vartuo by stntclprovutcc ;,s ,rr
'Aces an•n„ - I : r¢ern,r 'For Wiwis, ;i,vc:h lf52 mr.i)
illstallatioll Site Selection c'sur-`` drop r&nunerrlo) inlet We.
1. Avoid insinAalfon ui tits lank in VBiICUIaf liflfflC areas. The lank 19
designad lo[ non-teaffic RplAcaliahs. -son,
rrw: o-jnE-r
2. The maximum votiiolo load is a 4,1a00-pound (20 kid axle load at
H sail covet depth of 6 to 413' incbos (152 to 1,219 rem).
18-filch max, burial depth in F4prlda; 36-Inch wax. frtxhrl depth In 7. Using the tank's integral lilting lugs, ;cwo) tntlk into excavation x141+
M7ssddilmvIts, North GnroRrra, and Oregon. leas m place.
8. Conned piping, install lid Rlxl risers (sea Installilxd the Hise) SK-11011)
Excavating And Preparing the Site as necessary.
u ?•S,seO.,,g
t. Unloss antibuoyanoy conU01 DWSUras ale required, the excavation
tvidih and lonolh should be 12 to 16 inches (304 to 814 met) larger than S :w
Vie tank on each side, See Anli-bvoyaricy Gomel Meaaw)s section for FF1
allowativ- m4tcavalian requirements. 2. t-xr:nvato to eccacitt for 64.7-inch (1,389 mm) height of lank, 4 inches y 147
(101 mm) of hadding (if required), and backfill thickness (permissitAa
cave:l depa) is 0.13 to 4 lent (152 to 1,21£3 mm) of 60lt). vim'
3. Inspect bottom of oxcavalion to verify suitability of nalive soil for wk 6eckf iliing the Tank
iiistaflalion. Smil Mth large, proliuding, or sharp =tin of othei similar Aloha; The inlthraw 1060•aanvn 160 doss liar rsr:uire rtl6r)g ,vith walof jx,'or
objects that may datnage Jim tank aru not suilable. to bat'kfl9 pfacetner>f.
4, The tank may be bud uithei in suitable native sail (NeeSackfilling the 1. Baekttll vtith suitable dative sail. If native sail Is tunsuilal:ie, iciplitre
lank section) or a tnirtimum 4-inch (101 mm) layer of pea stone, sand, timukable tiacIlon lvilll suitable sail,
umvel, or olhet similar material having pa[ficles loss than 3 inches (76
Inm) ill dianiolol 2. Sttitalrle soil shall include soil lexknal classt:c do(IM'd in the Ovkvd
Stains Uopatimen[ of Ag6cufluYO soil trianUle Suitable sail textural
6. :reRlo a tm8arn, luvol bedding surface to ensure that d~ buuorn of classes are based on die lank inslal!wion depthh, at, rnsa urc+cl from
[[tie tank is rweiily sur4w*d 01 Ihn hsso of iho nxcavaliorl. verify that finished grads to Iho top of lank.
Vie base of raxcaya[ion is fiat.
a) I•ol a tank instafiniton depth of 0,b to 2,0 (eat (t52 to 610 amt);
,rr:.cunsr pcarr~ solfable Boll Tontines inclw-ki:
3, rp5) r1t, r: 4J„
~S'Illis rzyrAn till- I, Sand
E+rt3.3o~q ii. Loamy sand
a`rsW1017"l Ill Sandy loan)
su.Wca r I L Wt--~ iv. Loam
tibuA\M IJ[R n':l l 1
~ v. Sandy slily loans
A Sandy clay
vii- Tho foflmving, assenting that [he sand pai title fraction by vi~itihl j
pot nsTM L)248'1;
(i,e, % Mat %"d be ietained an No. is glRtat I he) 30% id loam, clay loam, and clay
Installing Iho Tank
1. Inspect 11-to tank for dantnge hefole, dtsiailation. vfii.'ffie followirig, assenting that Ow sand pallicio lmc[ion by vrei:lht
(.o. q that wou ki be retain acf on No. 200 sieve, as p ei ASI M U24f37) j
2. If the lank inlet Rnd cuilol ponottations are not driRad, (1416 holes is less than 101 and tiro soil is shown to be dilatam (refer to Step 5
UsinU the dtill points provided at each of the inlet and outlal pals. The bolaw for simple dilalaney last to bL• eorickmed in Ilse held)- cih loan),
inlet and outlet way ba driitRd tin either Ufa side or and of the lank, as slk, clay lww. silt day Inane, silly clay, a0 clay
regtriretl based er) slto condifions. Thu eievltion droll from iniet invert to h) Fat a think installation depth that is geonl9i titian 2.0 loci and up to 4,0
trutlol invert is 3 inches. f ho inlet invert heght above ihs inside surface
of Ilia tank is 47 irlcl)es Tha oullea invart height abovo the bottom tear (ti10 to 1,21g tam}, 'tillable soli textures includR:
i, Sand
sur(acu of the lank is 44 !ethos.
n. E.oerny semi
F'alture to Comply )7fth those lnstaltatfon Lrsfructions may InvANdAfe the tvarrenty. f
Conlac! infillraior Systems' (cehrBcaf Services QepaduMnl fur asslslAaou it 6Dt?•221.4430,
MODEL NUMBER
MANUFACTURER NA7.4E AND TRP1JEMARK MAXIMUM P.ECOMMENDED DEPTH OF EARTH COVER
INLET
OUTLET
INLET
f ~f f ii OUTLET
I iE
I~I
D 0
DATE rA
DANGFR I I f I i I r NAT7L'FACTUP,E
DO NOT ENTER
,Bcth lids)
OUTLET CAPACITY
INLET
TOP VIEW
I~~~~~ Ram o~
1060-Gallon Tank Markings
j "Q
INFILTRATOR 1060-GALLON TANK VOLUME
TOTAL LIQUID LIQUID VOLUME IN TANI, COMPARTMENTS
HEIGHT VOLUME IN TANK AT AT 11JOICATEp HEIGHI j
INDICATED HEIGHT COMPABTMEN7A COMPARTMENT 0
12/3 TOTAL VOLUME] (1/3 TOTAL VCII.UME
hfchns Gallons Gallons Gallons 2 0 1 5 0 2 2 6
0 _ a- 1 Q
1 3.2 2.1 _ 1.1
2 Ii.9 7.9 4.0
3 26.9 - 17,9 9.0
4 44.5 293
14.8
5 63.6 _ 42.4 21.2
GT 83.8 55.9 27.9
1 10419 69.9 35.0
8 126.8 84.5 42.3
T 9 349.5 99.7 4918 -
10 172,8 11S.2 51,6
11 196.8 131.2 65.6
12 221.5 _ 147.7 73.8
13 246.7 -164.5 82.2
14 277..2 181.5 90,7
- 15 298.0 198.7 99,3
16 324.1 216.1 1 108.0
17 350.3 233.5 116.8
-18 376.7 251.1 125.6 -
19 403.2 268.8 134.4
20 429.9 28116 143.3
21 456.7 304,5 152.2
12 48317 322,5 161.2
23 510.9 340,6 170,3
24 538.2 358.8 179.4
25 565
.7 377.1 188,6
26 593.3 395.5 197,8
27 621.1 414.1 201.0
8 .9
28 64 432.6 216.3
29 _ 676.5 451.Q 225.5
30 104.1 469.3 234.7
31 731.3 487.5 243.8
3'l W,5 505.7 252.8
33 765.5 523.7 261.8
34 8114 :41, G 270, 8
35 839.1' 559,4 279,7 -
36 865.7 577.1 288.6
4'1 -592.1 --594.7 297.4
38 918.3 632.2 30641
39 944.4 679.6 314.8
- -
40 970.3 G4G.9 323.4
41 995.9 663.9 332.0
42 1021.1 E80.7 - 340.4
- _
43 : 1045.9 697,3 348.6
44 1070,0 7113 356.7
45 1097.5 731.7 365.8
46 1120.2 746,8 373.4
47 1142.1 761.4 380.7
48 1163.2 775.5 387.7
X13 1183.4 788.9 394.5
50 1202.5 801.7 400.8
51 1720.1 813-4 106.7
52 1235.1 823,4 410
53 1243.8 829.2 414.6
54 1247.0 831.3 415.7
+ STF-100 FEATURES
,r Low maintenance
r Easy to install and service
Economical
Extends life of drain field
,t improves effluent quality
➢ : The last line of defense before the laterals
- Vortex scrubbing action helps keep filter
F clean providing maximum maintenance
intervals
A Uses a S.S. filter screen with .082
diameter holes
Provides a 68.52 sq. in. or 41 % open
- area which allows the filter to. pass 816
GPM at 1 PSI
ty Assures quality effluent with lower TSS
- levels, keeping pressurized systems
functioning at 100% efficiency
Low head loss .5602 ft or.21 PSI
Flow rate with clean screen 120,672 GPD
1 PSI
e- Flow rate with 95% plugged screen
114;912 GPD @ 1.8 PSI
Job ready with 2" schedule 80 union
STF-100A2 and tailpiece attached (STF-100)
Field assemble does not include union
or tailpiece (STF-1 00A2)
Use optional filter socks to filter srllatier
particles
FILTER BCAEEK +t 7-25
PERFORATED METAL - '
22 GA. STANLE6:15TEEL TYPE 347 15 A A i
WITH 0.062 HOLES I
zs Order part No. STF-1110
x - I I STF-10W
~.,-rWELD Trarx+
~Ij ,IIl!
i
- ! - GAD detail drawing avaaable in DXF torrnaf
it o
i I I
TIC FOR
SNIT04 E M RELATED PRODUCTS
STF-144. WL4 page 14
31)
STF-104-150190M Rage 14
STF-104TN page i4
STF-101 page 14
I
34251 'IU75 VATS STF-101'Apage 14
STF,107page 14
STF-102 page 14
r ' STF•FC page 14
-1S
F VEP 4tEf ! PUMP OUTLET `S - 14
B
U.S. Paten[ 162 5 885,452 5TF-103 a 14
r r+rr Pa9
Canada Patent 2 2, 237. 751 STF-IM page 14
PAGE
Toll Free 888-999-3280 Office 231-582-1020 Fax 231-582-7324 Email sirmsllrcll®ireerray.wI Wab www.gag-simtechm(n
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