HomeMy WebLinkAbout034-1040-90-000vf0sconstn Department of Commerce PRIVATE SEWAGE SYSTEM
safefy and Building
INSPECTION REPORT
GENERAL INFORMATION (ATTACH —1 0 PERI
Personal information you pro,de may be used for secondary 1 urpcses [Privacy a.� s 11, 4 1 rj I
Permit Holders Name :�ily lJaje To.,,nsh�p
James T. & Ken S. Mahoney TOWN OF SPRINGFIELD
`-S, "" ��' n so BM Eiev BV Cl
TANK INFORMATION I ELEVATION DATA
TYPE
MANUF I CTUfXML,
CAPACITY
Septic
Will, ?,li , �
Dosing
Wr III T
Holding
TANK SETBACK INFORMATION I ,V -, " rtAl., ,
TANK TO
P/L
WELL
BLDG
1.-!nt!r,4ir'1ntake
ROAD
Septic
�l
7
-
Dosing
Aeration
Holding
PUMPISIPHON INFORMATION
Manufacturer Demand
1 -1 (' I Ivii
Model Number �!& El�o
I 1j, I . lem "Td ; IT
ForcerrI Lel (3 10 st to ',%ell
RnIl I ( I
bLRq(`1RPTI0N qYATPRA
y St. Croix
iry Permit No
641977
Plaq 10 N�
I Tat No
034-1040-90-000
t To.yn Par.3,,. Map No
17,29,15.272A
Fina I Grade
A =�=Mlnv
M-O
f�l
BEDfTRENCH
DIMENSIONS
Atdt�
(Q X
Leng� I
I
7 c
INO C1 Wf�t
PIT 0 ENSIONS
IM
Nc 0! P�ts
;Ji D�a
bcpid Depth
I
SETBACK
SYSTEM TO
JPIL
JBI
1WELL
LAKE,STRFArA
LEACHING
Manufacturer
INFORMATION
CHAMBER OR
UNIT
Model Number
I a] ll.Zll Era I =411111111 Ill] 0 1111fZZ116 ll 0 0 ,,1
HeaderMartill old
1PI: s1r,bulior,
pe( S�_Ia_
X it le S
I V
Hoie S Ing
IV
4
Vent to Air Irlake
1 I
!no, Spacinq
Dlal�i —!;r_
All COVII P% Q".t.rtri. n.l. " Mnun,,[ I Af-r�raelp Rvistarl Onlv--ti. , I-A,&,M.YLJL,
I th 0 --)XFM 9,
V r
Becil�T/lh Ciente,
Dep th CVer
Bed T,l Edges
Deptin of
-0
1" pso�l
[x �,eeded Sodded I
xy Mulched
5L
OA
lly e s 140
Y's No
COMMENTS: Include code discrepences personspresent e1c) Inspection #1 inspection #2
Location: No Address Available
1 1 Alt BM Description 4 t �v (0,4,1 lit
2 ) Bldg sewer lengthIcill IV
amount of cover = -!: q?
Plan revision Requil Yes No I k 61 �b li?16
Use other side for additional inforrinall Xn Z " qnature Cell No
Date
Sl iR 2 97)
Idd
'm y Sctvkcs Division
County
=trdadison Yards Way
Sanitary Permit Number (to be filled in by Co.)
Is r. Ap� 19 Zazz
S
Madison, Wl 53705
P.O.
Box 7162
Madison, Wt 7
W— 147?fm
cur- t Application
State Transaction Number
In accordance with SPS 393-21(2), Wis. Adm. Code, submission of this form to the Ric go critaft
C;) 22-2� 0 .2 1,4 —c-
is required prior to obtaining a sanitary permit. We: Application forw for state-owned am su
are S,
the Department of Soliety, and Professional Services. Personal information you provide may be Secondary
ftoo:Iary
Project Address (it different than mailing address)
Purposes in accordance with the Privacy Low, a. IS."Ift), Siam
Y,4vr.
1. Application Information - Please Print Afl Information
,7 5po Sr -- 90
Property Owner's Name
rated a
,T,4eys-s 141.41izt,,Ey e-/,*) / 4 x)
0 3 1/- Aa �,d - 90 - 066
Noperry Owner's Mailing Address
Property Location
d 8 J"?
Govi. Lot
state
Zip Code
Phone Number
4)06,0 V/ I L f
1 -5- Y'o .78
7/5' 5.13
Sk- %, Section 17
T P?? N /f Eo4
71—Type of Bulilding (check all that apply) V/
Lot N
xi I or 2 Family Dwell ing - Numb961713cidroorrij 3
Subdivision Na ;R
JubliciCommercial-I)cscribe Si--
Elciry of
Elvillagcof
S tate Owned - Desenbe Use
CSM Number
le
(Elrownial' 5 A"-J16 1e/,CZ,0
Ill. Type of POWTS Permit: (Chlitick either "New" or and other applicable on Une A. Check one box on line B. Complete Win C i:
7M,
rs—YtemF
system
]�R,pl,,c=m A
r �Mod.fiaon �tEllslmg �Syltem (cx�pllm�
1:1;c
jAdda,.,W����
�E]Holding Tank �E] in -Ground
(conventional) Incirvidual Sit, Deign
21M
C
1111criewallicl'orc []Revision Elchanse of Plumber Ljrrainsfier to New owner List Previous Permit Number Date Issued
Expiraiion
IA/
FV. DispersalfIrrestiment Area and Tank Inforrinati n: 1�2 -3
"on: - -r --, I V 'a
resign Flow (Spd) I]Xsi�; fl �Appllca�tmRw, so Dispersal Area Required (sf) Dispersal Area Proposea (sf) System Elevation
YS10 /,0 /40/ 135 /6 6. .0 ed--j ro
Capacity in Tow I # of Manufacturer
- ifi—TT
Fnk Information Gallow Gallons Units U.8
N— 7-��4-T—.nk, U
t— 14
F-!c :P, t
&A.
Dosint; Chambcr
- - ., � "i I on Of the P(i shown on the attached plant.
Plumbee s Name (Print) PluMT."S'Putum Number ausinew Phone -Numbu
/<,e,v r /1/0XdF 71s- 9*,;- y1sr
Plumber's Addr= (Sti City, State. Zip Code)
Jiia'o- /9 4)' le. 6 LOCA Y. 4(�J T SY 7140
PAppmved 10 D1sappjRvcd,--*� ermit FCC jDatc Issued
Lz2n!E1Ven �V- Dental
(:ondition APPTY"eam,s fi:n revei 1 11
SYSTEM
1. $eptic tank, effluent filter and
Jispersal cell must be serviced / ma�ntalned 0 inn
s per management plan provided by plumber. -
2. 11 Setback requirements must be maintained -ftll�
s per applicable code/ordinanres.
Attach to OURPkilt Plans far the sysi &ad MR to y waotkath 8112 5incitesinsim
I
SBD-6398 (R. 03t2l)
gkpy 4�&
IV'--K
OX,
le
Add.
75
7 9?. 4 a.,00 p4d ju rs
R'l
A-6 ACAd 44AZOI-
A tL SIS 3jj..vj _fA,.r4,4,:,ts Arr
A
An 54M. yd
I'LOA50
,IV A.
WICSOA
r,4.)K
gqD ih 5t
(011)
�A61610 agy
PA", -,
A 6.4 os sh
------------ w $//,4 1 ax
d ?,,,Lr!
'fr.
February 16, 2022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2024-02-16
Plan Review: PWTS-022200214-C
KENT HOKE
PO Box 10
Colfax WI 54730
SITE:
Nick Mahoney
290", Street
Town of Springfield
St. Croix County
SE, SE, S17, T29N, R15W
Total Amount: $250.00
DIVISION OF INDUSTRY SERVICES
2850 MIDWEST DR STE 104
ONALASKA WI 54650
Contact Through Relay
hftp./idsps.vA.gov/programs/Defauft.aspx
www.wiscorisin.gov
Cand,bonadly
APPROVED
DEPT OF SAFETY AND PROFESSIONAL
SERVICES
DIVISION OF INDUSTRY SERVICES
P
SEE CORRESPONDENCE
Tony Evers - Governor
Dawn Crim - Secretary
FOR:
Description: Three Bedroom Mound System \ Sloping site
Mound Component Manual — Ver. 2.0, SBD-10691-P (N.01/01, R 10/12), 450 GPD, 20"depth to
limiting factor, Maintenance required, Effluent filter, New construction
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED.
This system is to be constructed and located in accordance with the enclosed approved plans and with
any component manual(s) referenced above. The owner, as defined in chapter 101.01(l 0), Wisconsin
Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department
per s.145.06, stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
A sanitary permit must be obtained from the county where this project is located in accordance with
the requirements of Sec. 145.19, Wis. Stats.
Prior to constniction of the dispersal area, check the moisture content of the soil to a depth of 8
inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If
it rolls into a 1/4- inch wire, the site is too wet to prepare. If R crumbles, site preparation can proceed.
If the site is too wet to prepare, do not proceed until it dries.
Inspection of the private sewage system installation is required. Arrangements for inspection shall be
made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis.
Stats.
Owner Responsibilities
The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also
receive a copy of the appropriate operation and maintenance manual(s) and be responsible for
ensuring that POWTS is operated and maintained in accordance with this chapter and the approved
management plan under s. SPS 383.54(l).
In the event this soil absorption system or any of its component parts malfunctions so as to create a
health hazard, the property owner must follow the contingency plan as described in the approved
plans.
The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
A covy of the aPDroved plans, specifications and this letter shall be on -site during construction and open
to inspection by authorized representatives of the Department, which may include local inspectors.
In granting this approval the Division of Industry Services reserves the right to require changes or
additions should conditions arise making them necessary for code compliance. As per state stats
101. 12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe
building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at
the address on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the
owner and any others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely,
Gerard M Swim
POWTS Plan Reviewer, Division of Industry Services
(608)789-7892 — voice \ (608)785-9330 — fax
ierry.swin-iPwi.gov
Page I of 9
Private Onsite Wastewater Treatment System
Index and Title Page I
Project Name:
Owner's Name: J'
Avrs 1`1411oir Y
Owner's Address: 0?19.1-17 90 �� 141UZ_.
WE 5 yoI28
—
71j' 57-1 3 - �?4 Y? 0 949- 33vo
Legal Description:
.5, Z, 5 is, z 7, '? 9 N, /,T ii
Municipality:
Town, vawge, City of
Conditionally
Countv:
APPROVED
DEPT OF SAFETY AND PROFESSIONAL
Lot Number:
Block Number:
SERVICES
DIVISION OF INDUSTRY SERVICES
Subdivision Name:
07 941
SEE CORRESPONDENCE
Parcel LD. Number:
5�.o -,04,n
Page I
Page 2
Page 3
Page 4
Page 5
Page 6
Page 7
Page 8
Page 9
Name of Designer.
Ind" and Title Page
Plot Plan
Cross -Section & Plan View of Mound
Pipe Lateral Layout
Septic Tank / Pump Chamber Cross -Section & Specifications
Pump Performance Information
POWTS Owner's Manual & Management Plan
POWTS Owner's Manual & Management Plan
Filter lnformatiorl�
oe ,- License#:
Signature; zz 6_�_ - - ?o 2;?
Designed pursuphit tn the, frillmzrivi. POWTS Component Manual and DSPS 381-385
SBD-10691-PIN.01/01) "Mound ComponentManual"Version 2-0
SBD-10706-1�(N_01/01) "Pressure Distribution Component Manual" Version 2.0
Attacbm�t: Soil UvaluatiGn Rt�piart
FWI' Iji-jqq
1V14-K
/ " 2 9 "V, /-f
75
7
ra
(?,,
Id 4 /,o 8.1
3-,6A.
44AC 14AZE1.
ku 3A).,y3 jffr,4.4,&.y .vrr
alp.
9�D
+h 5t
D 1.3 5
f t
E 1.85
ft
F .9
ft
G
ft
H
ft
A
= 6
ft
B
= ZS
ft
I
= 13
ft
*
= c�, 7
ft
* =
/4.8
ft
* =
91.4
ft
023' 7 ft
4" sch. 40 PVC
observation pipe
1.5 it
is - N I
-0
TO 5
CROSS-SECTION OF MOUND Page 3 of It
UPTURNED LATERAL & ACCESS BOX
TOP SOIL OBSERVATION PIPE & WATERTIGHT CAP
GEOTEXTILE FABRIC COVERING DISTRIBUTION LATERAL (-/ L/P In. sch. 40 PVC D2.665)
ASTM C-33 SAND FILL Lateral Invert El.= /t/. BY It
TOP SOIL K
G
TOE F
System El.= -1di, 3 J" ft
3 E:::
t
Contour El.= /04.6 It
PLOWED SURFACE
% SLOPE FORCE MAIN (2" sch, 40 PVC D2;65)
DISTRIBUTION CELL itx 75' ft= 'M it' (%'-21A' aggregate)
Mln.Requlred= fzrd + 40 = YS0 ft2
PLAN VIEW OF MOUND
T Observation plpa Observation pipe 1
�3 J /6,8 '
K
7�,
x
to
A
r Force
ox
Me
ds 7 W Main
1/68 1/6B
Distribution Coll
5' it (W-21/2* aggregate) Distribution pipes ft �&n fold
13 1 In.sch.40) IYJ In. sch,
40 PVC D2665)
OX= Upturned Lateral
with Access Box
Prohlblt disturbance and vehicle traffic within 15 R of downslope toe.
9z. - , I
Basal Area ftx 7.5- ft= I�Y25, ft2 Min. ReqUired VS6 + it,
HOLE DIAMETER -3114 In.
LATERAL DIA. IY2 in.
MANIFOLD DIA. A in.
FORCE MAIN DIA.= in.
P = 7,7 ft.
S = ft.
X = ft.
y = ft.
A, ANIFOLD
lln. sch. 40
PVC D2665)
PIPE LATERAI I AVAI IT nC RAe^%i im
(End Manffold with Aggregate)
(sch. 40 PVC
pipe D2665)
FORCE MAIN
(2' sch, 40 PVC 02665)
s6e6
OvIe '40
C
, \ee
X\
Page // of 9
rAccess
Box
HOLES LOCATED EVENLY
ON BOTTOM OF PIPE.
Minimum Number of Holes yJ'6 ft' + 12 = 3 Holes
Z? Holeskateral x 2 Laterals = 38 (3/16") Holes x 0.66 9PM / (3/16") Hole = ?J,- 68 GPM = SYSTEM FLOW RATE
PIPE VOLUME = _ /ill/ fl, Laterals (total) x 0.092 gal/ft. = x 5 = -4�4-off GAL = MINIMUM DOSE VOLUME
PIPE INVERT ELEVATION = 141.8-r ft.
Page of 19
COMBINATION SEPTICIDOSE TANK CROSS-SECTION
(DRAWING NOT TO SCALE)
MANHOLE RISER & COVER
FINAL GRADE
(per SPS 384.25(7) & (8). approved
rund suface away fir=
Is=
Todung deme. & "mrig iabei; Eidend
(5� or proper drainage)
martheie riser as necarmary.)
4� Min. S�h. 40 PVC TWk Vent
ELECTRICAL
located 12' above grade or 24-
BUILDING SEWER
4'Mm. SCh. 40 PVC Tank Vent
iocaled 17' above grade or 24' JUNCTION BOX
above Relponal Flood Eievation.
tW WS 382.30(l 1))
above Regional Flood Elevation (cornply with SPS 316
am NEC 3001
FORCE
MAIN
412' OPTIONS
&"Wver
1
>1 8-
Main
Flost
BOTTOM OF INLE1 3'
PI I
NLET—
F
(wasivauter iewo) ------ -
I
-
---- ---
- -
Alann F1.0
"�V PPE
APP(wmd EMMA Filter
5% Partde Stm 8
a A
Re3t~ an
fle,
-83.05 ft.
MINIMUM OF 3'OF SUITABL5 REDDING BENEATH TANK & MAXIMUM BURY DEPTH OF 96'
Anchoring of tank may be reilLited per SPS 383-43(8)(9)
Tank Manufacturer &�)Acs&c Lo-,re"tcre - Daily Wastewater Flow (DWF)� Z156 GPD
SePtic/Pump Size: 1,06.0 /,- 00 gallons Number of daily doses- S, Y C /.q. / %)
Alarm Manufacturer: .3dfArA0.11e..5 Force main volume: ft x 1*0 gaVft gal
Model Number. /V J-.ri
Switch Type: Actual dose volume: 16S. 4 gal gal 93. 4 gal
(total dose volume - volume of force main)
Effluent Pump Manufacturer Zims 1j.,tfo)r
Model Number: 9 AF4
Minimum Discharge Rate: 07508 —GPM
Vertical lift (pump off to lateral invert) ............ /&. 8 ft
System head (distal pressure ?. 5 x 1-3 ft): 3.3 ft
13S ft Force main x-Z. Y /100 friction factor ft
Fifterfriction loss.. .................................... ft
Total DynamIc Head (TDH): o?Y.0 ft
L
DOSF TANK CAPACITIES:
Reserve above alarm 7 in = 33o.2 gal (D)
AJarm float above on float in = .33. 50 gal (c)
OnlOff float measurement 01. 3 in = 145: 4 oal (B)
Off above tank bottom in gal (A)
DOSE TANK DIMENSIONS:
Length - /-TO in
Outlet height 34 in
Width 81/ in
Gallons/inch /4d. 74
9EC SERIES - 4/10 HP
ENGINEERIN6 DATA k
A
gl(-()A-SFS IL
PERFORMANCE DATA 14
EFFLUENT PUMPS
CM,
9E(4JA-Rf
W M�3 C22 Z3 tIM
BODMI 9Y M�fn&A-Q�14m�j
40
is -
-
--
+
30
-
20 to 40 so Go 10 V
LOAM - W
4> Fr�kfln Blecuric HOWAM.m�m I wxwkwtwjm
I CONSTRUCTION
cow
NOW Housing
Epoxy -coated cast i
kMeIWKaterW
Thermoplastic rner
Impellerype
Non-dDq
VOW*
Eny-coated cast itan
Noter Shaft
Steel
Nitn1e with carbon aW cmmc
medwkal Shaft sea
faces
Fastums
Stainless steel
Upper sintered sleeve and lower
ball bem
Jii �Cord ___L_
SJTW --SJTOW ____ j
'Onalffew
�OnW*C-GA�aW%( (F woft
POWTS OWNER'S MANUAL AND MANAGEMENT PLAN
FILE INFORMATION
F_Opemmitr 1YAq6,jLrY
DRSIGN PARAA4rFTVR.9
Number of Bedrooms (1009pd/bedro-M
Number of Commercial Units
Estimated flow (average)
3 46 o
Design flow (DWF), estimated x —1
.5
*gal/day
3
y3jo gal/day
Soil Application lZate
/.,o gal/day
a
Influent/Effluent Quality (M T4—A)
lj�
Monthly Average
Fals. Oil 8-r =,IFOG)
3 IL
:9 Jumg/l
Biochemical Oxygen ODs)
< 220 mg/L
Total Suspended Solids (TSS)
:5 150 mg1L
Pretrea rd Effluent Quality (w NA)
Monthly Average
Biochemical Oxygen Demand (BOD5)
:C 30 mgtL
Total Suspended Solids (TSS)
15; 30 mg/L
Fecal Coliform (geometric mean)
-
I _<Io cfalloomi
Maximum Effluent Particle Size
1/8 inch diameter
%-a""Lla"Uns,
SVSTKM.qPRCFFICA7TnAl.4Z
Septic Tank Capacity
50 gal-ENA
Septic Tank Manufacturer
M NA
Effluent Filter Manufacturer
_41irjEA
0 /_ em 4 a [] NA
Effluent Filter Model
ra SR2 Y-6 M NA
Pump Tank Capacity
gal 0 NA
Pump Tank Manufacturer
Zd.,rf J-A 0 NA
p Manufacturer
1i rrit /7/,ovr 0 NA
Pump Model
?E-c C3 NA
Pretreatment Unit ( V9 NA)
3ravel Filter
M Peat Filter
El Mechanical AeraLion
0 Welland
C3 Disinfection
C3 Other
Manufacturer:
Model.
Soil Absorption Component (ONA)
0 In -ground (gravity)
0 In -ground (pressurized)
0 At -grade
US Mound
Drip -line
[3 Other
0 Dispef a] Units — Manufactiffer
0 Aggregate Cell(s) Model
Soil Dispersal End Cap (Dispersal Unit EISA) or
DWE Application rat &9A ReQuired EISA (Trench Width) Units or Total Lenzth of Trench(s)
0 "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publication 9.6 (SSWW Manual)
0 "fCC Flowlech Mound Component Manual- Version 1.2
M "EzFlow Mound Component Manual" Version 12J15!2017
M SBD - 10854-P (R-1/1 2) "At -Grade Component Manual Using Pressure Distribution" Version 2.0
C3 SBD - 10705-P (N-01101)'In Gmund Soil Absorption Component Manuar Version 2.0
* SBD - 10691-P (N.01101) "Mound Component NfanuaI77 Version 2.0
* SBD - 10657-P (R-6/99) "Drip -line Effluent Disposal Component Manual"
C] SBD - 10706-P (N-01101) "Pressure Distribution Componen'tManual" Version 2,0
MAfNTFNAN4r]FR4nMMnDTNil-QruvlmmL- ltx&�xTk�
Service Event
Service Frequency
PUMP/insPecttank(s), inspect dispersal cell(s), clean filter _
Atleastonceevery: (913moriths. 03years C166;e—r
lnsPcct PUMP & MM2 controls, alarm. pretreatment unit
At least once every: 0 months [0 3 yem [3 NA
Flush and pressure test laterals I
_
At least once every: 0 months 0 3 years C2 NA
START Ur AND OPERATION For new construction, pnor to use of the POWTS check treatment tank(s) for the prc=ce of
painting products or other elleadcals that may impede the treatment process and/or daxnagc the dispersal ccll(s). if high conce ntrations
am detected have the contents of the tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity
and quality of the wastewater stream will affeetthe perfiormance and longevity of your POWTS. The installation of water -saving
appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine orwaste from water
softeners. iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface
whcncvcr pow-ble. Notc: this does not include laundry wastc� showers, dishwater, etc.
This system is designed to handle domestic streagth wastewater, however the disposal of food based greases and oils� vegetable/fruit
peels and seeds', bones, and food solids such as those produced by a garbage disposal should be minimized Toilet ti�e is Lh. only
1h.1 � A;�.h�ej� �� �. Othw Items Men as b2by Wlpft� tampons, sanitary napkins
condoms, Gigarette butts, deaW floss� and cotLon swabs should not enter the system- Chemicals such as petroleum products, paint,
Page 7 of 9
Page 8 0Z q
drinking water supply. Maintain a regularsteady flow by spreading laundry washing throughout the week- Avoid vehicle traff-ic over
all system components. Compaction 0 [snow over the dispersal unit may cause it to &ccze un
INSPECTIONS & MAINTENANCE: Inspection shall be made by an individual carrying one of the fellowin.g hcen%cs or
certifications� Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer, or Septagee Servicing Operator (per the attached
Maintenance Schedule). Tank inspections must include a visual inspection of the tank to identif�, any missing or broken hardware.
idenfif�, any cracks or Icaks. measure the volume of combined sludge and scum and check for any back -tip or ponding of effluent to the
Wound surface and test all electrical equipment such as pumps and alarms. Any defects shall be promptly corrected. Exposed openings
greater than 8 inches in diameter shall be secured with cffectivc locking devices to prevent accidental or unauthorized entry the tanks.
When the combination of'sludge and scum in any tank exceeds one-third (I /') or more of the tank volume, the ctilire contents of the
tank �.hdll be removed by a ScPtagC Servicing Operator and disposed of in acLordance with Ch. NR 113. Wi5con5m Admin. Code.
SPecific sewicing mechanics must he provided if vertical is > 15 feet or if horizontal is >150 feet and instructions 10 be Provided below
[lie outlet filter(s) shall lie inspected and,-Icancd Loremoveany accumulated stifidsaccordior, to manulacturer's specifications. Solids
washed front the filter shall be retained in the tank. Filter cleaning may be ne�essary at m'ore frequent intervals than stated in the
inainteriaocc: schedule to keep the system operat in.o
Alarms should be tested on a regular basis by the home owner- If an alarm sounds, contact an individual licensed to service POWTS,
There is normally a I day reserve under regular operating conditions. however water should be conserved until any problems With thc
system are corrected to prevent back-up of sewage into the dwelling or surfacing
ABANDONMENT: When the POWTS fails arid/or is permanendy taken out ul'service the following steps shall he taken to ensure that
the system is proper!y and safely abandoned in compliance with Ch. SPS 383-33, Wisconsin Admin. Code:
All piping to tanks arid pits shall be disconnected and the abandoned pipe openings scaled.
The contents of all tanks and Pits shall be removed and properly disposed of by I Septuge Servicing Operator.
After purnping, all tanks and pits shall be excavated arid removed or their covers removed and the void space filled wiih soil,
gravel, or other inert solid material.
CONTINGENCY PLAN: If the POWTS fails and cannot be repaired the following measures have been, or rinust be taken. to provide a
code compliant replacement systemi
C] A suitable replacement area has been evaluated and may be utilized for the location ofa replacement soil absorption system. The
replacement area should be protected from disturbance and compaction and should not be infring-ed upon by required setbacks
from existing and proposed structure, lot lines and wells. Failure in protect the replacement area renders it unusable. Replacement
systems must comply with the rules in effect at the time of replacement.
71 A suitable replacement area is not available due to setback and/or soil limitations- Barring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POW I-S
9 The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation MUSt
be performed to locate a suitable replacement area, If no replacement area is available a holding tank may be installed as a last
resort to replace the failed POWTS
9 MOLLnd and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surl-ace. Reconstructions ofsuch systems mustcomply with [he rules in efflectat that time.
WARNING!!! SEHIC, PUMP, AND OTIrER TREATMENT TANKS NIAY CONTLAN LET"AL GASSES AND/OR INSUFr7ICIENT
OXYGEN. DO NOT ENTER A SUPTIC, PUMP, OR OTHER TREATMENT -I ANK UNDER ANY CIRCUMSTANCES. DEATH
MAY RESULT- RESCUE OFA PERSON FROM THE INTERIOR OFA TANK MAY BED[ FFICU LT OR IMPOSSIBLE.
ADDITIONAL COMMENTS.
POWTS INSTALLER POWrS MAINTAINER
Name: 6- Name: ltltll
Phorre- FPhone: . ;115'
SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY
Name: Name- $
F_ Z. e�wr
Rhone phone:
c6i
0,W. sntt,rt�
Maintenance Instrudions
I-SM-1119-U43
Biotube�� Effluent Fifter � "I-7-C
How to Clean Your Effluent Filter
qq PrQPEf!,i,' it 5�*D'Qic ca �Spei::-.ez eve -Y yea.-, U7cer riorma; VO'-f
a ns--76 ya�' ar Lent t1ite, is 0
�i'nctfcn 'Or sevEfai years betore r!eari�c !S -- 2 -eSSarY. --re -6187 SnOUIC bE c!sanac w�pfi : becomes
,.iogged enough 'in resvic, normal 'lows 0,11 Of Me Sep-":C *.2nW A: � T,.in'7UTr :h.L filter SqoUlc be clea-ea wirienever -,ht: -a�i
5 0'--Pe-
Vast nPonle --Te�e, !c risve � sefinc tank service proyzer ta.Ne ca�e or fiizer ,rF riteriErce a-d clea.mrg. You carif .d -
sel�, ce p,ov,de, ;r the Yellow Pages, E.-ber 'Sep!,C 7-"ks & Systerrs ' Or you car rivy e r
Vojr Coi;. , h alt
I's
Ms- 'zo ME z!ec! a Cie an yoi- e 'I uent �; It Eff '?'0UrS8i7, ce SL:, e mare &S a ro I] e I, �y. �rVe a r ',N- I e,C*,i, D a,*. S a ro s- v-.
--,-as, cioves. and goqqIeS or Glasses. Tien follow these rsirLctro-,s
Ren,,ove the access lid to your septic tank by unscrew-
!nG the ztainless steel iid bofts wth hex head wrench
p. ovIded. If your lid is acove giouria, it wil be easy to
:!r,.d- If it is bune�� below ground. find the marker thait
-ncicazes its location.
2 Remove the 4ilter �artridoie by grasping the tee handle
and li'dro it out of its housing (sac photo 1).
Spray trie cartridge tubes vpth. 2 hose to remove any
malii:,,al stickirlp 'Lc them fsee ppow A Ensure the three
".i:ces ir 'he optional flow modulation plate triside the
fifter are clear of any debris. Make sure the rinse water
runs cook into the rank, but do not allow solids material
ro fall into the oper, filter housing.
.7'-mW Mace '�e cartrudce tack into te housino
S. Some effluent filteirs come with an alarm that activates
wher Vie fifter needs cleaning. ifyou have an alarm,
cheok ic make sure k is working by liftrg the float
with -� stick. An audible horn should sound. The alarm
paine.; is 11ormaily mounted on the side of the house or
in tre garage.
Note- If your efflient her doesn't have an alarm system
and you would like one, call your local BOPT)G 5YstOm
ristaller.
5. Record the date tria: you inspected andfor cleaned
y3j,r �tte- oil the VT. that foliovis. It yob checked the
alarm or made any other observations about the tank
or syszem, include that information under 'Notes.
7 Attach access lid Dy placing it on the riser, matchiinu
.he opcn�ngs in rie lid viitl�i the bolt vatches. Insert lid
bofts into catches and tgtien " hex head wrench
orovided.
Photo 1. Remove the filter carindge by lifting it our of iTs
housing.
Photo --. Spray me ca7!rfdge rtibes with a nose