HomeMy WebLinkAbout018-1087-82-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 600208
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2995344
Permit Holder's Name: T City Village Township Parcel Tax No:
ADAM & CARRIE KNEGENDORT TOWN OF HAMMOND 018-1087-82-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
c1-7, 8 m 20.29.17.702
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
L IDI 9~, 3
Septic ; Cob Benchmark
'o'a I
Dosing Alt. BM
~C
Aeration Bldg. Sewer
F" /
Holding St/Ht Inlet i;
St/Ht Outlet ~
TANK SETBACK INFORMATION
TANK TO r. P{f WELL BLDG. vent Air Intake ROAD Dt Inlet
Septic A j A- j Dt Bottom
Dosing Header/Man.
Aeration Dist. Pipe ,
Holdin Bot. System
9 _1L 1
Final Grade
PUMP/SIPHON INFORMATION ~Manufacturer Demand St Cover
GPM ~°~-7
Mod~.Number^ I / -
~C 1 1 C.~ 0'Y~p cl
TDH Ft
TDH Lift Friction Loss System Head
i
A
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length ' No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. JLiquid Depth
DIMENSIONS 5'7
y
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System: ~
i ' ~I UNIT Model Number:
zo
DISTRIBUTION SYSTEM Oet_- ~ Z
Header/Manifo; l' Distribution I x Hole Size j x Hole Spacing IVe to ALrta ke
Pipe(s)
Length--*-- Dia 7- Length ~4 Dia ~ Spacing 17 ,
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx inched -
BedlTrench Center Bed/Trench Edges Topsoil No Yes No
~J -
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ,Q ,'J I / Inspection #2:
Location: 1639 86TH AVE A., '~JL V~
1.) Alt BM Description-
2.) Bldg sewer length = 3 4 a
~r~
- amount of cover = ~*Signatre
I
Plan revision Required? J Yes o ~I
Use other side for additional information.-
t. No.
Date te InseCer
SBD-6710 (R.3197)
row County
esI'~ .,Y Safety and Buildings Division f j
Cp 6 2~ 1 201 W. Washington Ave.,' P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
P ` S~f Madison, WI 53707-7162
~a
T. 0R01X courIT`r 1 I Cp.G~ Z Zu
MIV g
DEVELOPMENT A IL Sanitary Permit MBP9ZC St~ateTransactionNumber
In accordancewith SPS 383.21(2), Wis. Adrn_ Code, submiss 9QMZC68 ,Guist unit + J 1 L
is required prior to obtaining a sanitary permit Note: Applies roc sane-owned POWTS are §ubmitred to roject ess (if " er t 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. 1 m), Stats. j
L Application Information - Please P •nt All Information / C) l
Property Owner's Name L, Parcel #
4 r~
Property Owner's Mailing Address Property Location j U a ` ~ .s 6+c,1 Govt Lot
City, State ^ 0 Zip Code Phone Number C1 / /y Section
II. Type of Building (check all that apply) J # TN; R E W
2 00
1, or 2 Family Dwelling -Number of Bedroo Subdivision Name
t
Q Public/Commercial-Describe Use O ❑ City of
❑ State Owned - Des~be Use CSM Number ❑ Village of
S Town of f f' Z~G
IIf. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A.
System ❑ Replacement System Q Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
❑ Permit Renewal Q Permit Revision El Charge of Plumber 11 Permit Transfer to New List Previous Permit Number and Date Issued
B
Before Expiration Owner j
IV. Type of POWTS System/Component/Device: Check all that apply) ' J
i ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade Mound > 24' of suitable soil Q Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) Q Pretreatment Device (explain)
V. Dis rsaVrreat nt Area Informatio
Design Flow (gpd) Design Soil Applic dst) Dispersal Area Req " (s Dispersal Pro (s S Elev 'one
Yo .7 VL Tank Info Capacity in Total # of Manufacturer'
Gallons Gallons Units o o
New Tanks Existing Tanta o ; m f
/ I M1 ` U rn v rn C7
Septic or Holding Tank w+"~
Dosing Chamber f
I Y_ el I L k
VII. Responsibility Statem L the undersigned, a m responsibility for installation of the POWTS shown on the attached plans
P~¢mtler's Name (Print) f Plumb ignamre MP/MPRS N her l Business Phone N b
Plumber's Address (Street, City, Late, Zip Code
unty/De artment Us Only _
roved ❑ pisappved Permit Fee Date sued Issuing. Signature
ejj~ eason for Denial -7 ,77
DL Conditiil s-, plg L i aslOw Nishpproval - r ,
fat cell must all be is s t e t I n
as per;}'►isragement plan p*a,taeri by plwnbe:.
ir,e i CJ^t
2 MqWMMM mu5t.ee r ,,ant,
as W cadA, / adirOW4E. ellvt ~ if--.-~ I
J
Attach to complete plans for the sysiear and submit to the C ty oily an paper nor less than 8 rR x 11 iochcs in size
I
SBD-6348 (R. 11/11)
System PLOT PLAN
PROTECT Adam Kneaendorf ADDRESS 1639 86th Ave Hammond Wi 54015
SE 1/4 NW 1/4S 20 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 98.4' DATE 8/29/17 BEDROOM 3
CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK
r
MOUND M SEPTIC gallons LIFT TANK SIZE DOSE TANK SIZE 630
TANK SIZE 1000 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 456 # of chambers none
BENCHMARK V.R.P. Top of green stake ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
86th Ave
1.5 acre Parcel
Property Line
Scale 1=4" = 10'
Property Line
i
Tank is to be properly bedded
and provided with lockdown Well is to meet all
covers with approved warning WDNR setbacks
labels
Pro 3
Huffcutt Combo Tank Bedroom
House
B-1 Area 15' below syste is to
remain undisturbed
r B.M.*
1 % Slope
Grading is to be done to
divert run-off away from
system
-2 -3 97'
B
Property Lin
97.4'
97.5'
• ART.1g DIVISION OF INDUSTRY SERVICES
lt~j VTR 2331 SAN LUIS PL STE 150
GREEN BAY WI 54304-5211 DS -
Contact Through Relay
services
f 3i b http://dsps.wi.gov/programs/industry
www.wisconsin.gov
~R ls Scott Walker, Governor
°sto
Laura Gutierrez, Secretary
September 21, 2017'
9 l
CUST 1D No. 226900 ATTN: POWTS Inspector
ZONING OFFICE
SHAUN R BIRD ST CROIX COUNTY SPIA
1432 120TH ST 1101 CARMICHAEL RD
NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708
CONDITIONAL APPROVAL Identification Numbers
PLAN APPROVAL EXPIRES: 09/21/2019 Transaction ID No. 2995344
Site 1D No. 842967
SITE: Please refer to both identification numbers,
Adam Knegendorf above, in all correspondence with the agency.
86TH Ave
Town of Hammond
St Croix County
SE1/4, NW1/4, S20, T29N, RI 7W
FOR:
Description: Mound System Q Bedrooms - New Construction)
Object Type: POWTS Component Manual Regulated Object ID No.: 1727880
Maintenance required; 450 GPD Flow rate 27 in Soil minimum depth to limiting factor from original grade;
System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component
Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter
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(10), 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:
• Page 5 - "C" = 7 Inches = 105 Gallons
• Page 5 - "D" = 10 Inches = 150 Gallons
• Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site.
• Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to
prevent matting under the dispersal area. All loose organic material to be removed from mound area.
• Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches.
Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil
moisture content can be determined b rolling a soil sample between the hands. If it rolls into a 1/4- inch wire
the site is too wet to prepare If it crumbles site preparation can proceed If the site is too wet to prepare do not
proceed until it dries.
• Abandon Existing System per SPS 383.33
• Pump Floats to be set and verified per approved plan Any changes may result in pump resizing to meet
TDH and GPM Specifications.
SHAUN R BIRD Page 2 9/21/2017
• Divert surface water from POWTS Area.
• All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5
• Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c)
• Tank Installation to follow all manufacture's recommendations.
• SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an
aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist:
1. The bottom of the tank is located more than 15 feet below the elevation where the servicing ad is located.
2. The bottom of the tank is located more than 150 feet horizontal) from where the servicing ad is located.
• Verify property line(s) prior to installation.
• Well setbacks to meet chs. NR 811 & 812.
• Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil
available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off
at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide
sufficient infiltrative area.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions
relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate
operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS
383.54(1).
• 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.
A copy of the approved 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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/instal I at ion/op erat ion.
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, Fee Required $ 250.00
r/tirrr 7/a~zt~?l ~eea This Amount Will Be Invoiced.
When You Receive That Invoice,
Tim Vander Leest Please Include a Copy With Your
Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal.
(920)492-2214 , Monday - Friday 6 am To 3:30 pm WiSMART code: 7633
tim.vanderleest@wisconsin.gov
SHAUN R BIRD Page 2 9/21/2017
• Divert surface water from POWTS Area.
• All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5
• Insulate building sewer beyond 30 feet per SPS 38230 (11)(c)
• Tank Installation to follow all manufacture's recommendations.
• SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an
aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist:
1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located.
2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located.
• Verify property line(s) prior to installation.
• Well setbacks to meet chs. NR 811 & 812.
• Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil
available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off
at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide
sufficient infiltrative area.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions
relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate
operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS
383.54(1).
• 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.
A copy of the approved 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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
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, Fee Required $ 250.00
This Amount Will Be Invoiced.
When You Receive That Invoice,
Tim Vander Leest Please Include a Copy With Your
Payment Submittal.
Private Sewage Plan Reviewer, Division of Industry Services WiSMART code: 7633
(920)492-2214, Monday - Friday 6 am To 3:30 pm
tim.vanderleest@wisconsin.gov
i
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 8/29/17
Owner:Adam Knegendorf
Location: SE1/4 NW1/4 S20 T29 N,R17W 1639 86th Ave Hammond
Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12)
Pressure Distribution Manual Version 2.0 (N.01/01 R. 10/12)
Page#
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section/Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7-8. Maintance and Contigency plan
9. Filter Specifications and cross section
Attachments: Soil Test
r.
Shaun Bird
~F
Signature `
License number 6900
I V E Page 1 of 9
f P r Zl~1r
ui' I - Z- I rW SF1R1/;0F
System PLOT PLAN
PROJECT Adam Kneaendorf ADDRESS 1639 86th Ave Hammond Wi 54015
SE 1/4 NW 1/4S 20 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 98.4' DATE 8/29/17 BEDROOM 3
CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK
1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630
MOUND XX)C SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 456 # of chambers none
BENCHMARK V.R.P. Top of green stake ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE (DWELL *H.R.P. same as benchmark
86th Ave
1.5 acre Parcel
Property Line
Scale 1=4" = 10'
Property Line
Tank is to be properly bedded
and provided with lockdown Well is to meet all
covers with approved warning WDNR setbacks
labels
Pro 3
Huffcutt Combo Tank Bedroom
House
B-1 Area 15' below system is to
remain undisturbed
B.M."
I% Slope
Grading is to be done to
divert run-off away from
system
B-2 B-3 97'
Property Lin
97.4'
97.5'
Mound System Cross Section and Plan View
- - - - -
~ Dimension Feet
- A
J --1,
S
I
D
r.
i
T
t
.1.1.1.1.1. 1.1.1.1.1.1.1.1. 1.1.1.1.1.1.1.1.1•L•1.1• 1.1.1
1 1r1.1.\rti
:N1rti: y:y ti~1~ti:1111:1~'l:yr~:
1 L~111:ti~\:1:1~4r4~.fti14~ti1ti~ti:1~ti:1~~~ti~M1~1:~~1.
1 ' E I..
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A
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r• isr~rr:r:r;r~r:}~r:r:~'F.r.r.r.r.r.r.r.r.r.r.r.r.r.r.r.r.r.r.r.r~}.r.r.r.r.r -
1.1.1.1.1.1.1.1••..1.1.1.1.1.1.1.1.1.1.1.1.1....1.1.1.1.1.1.1.1. 1•\.1.1.1.1.1.1. '
r,-r.r.r.r-r-r.r•r.r•r•r.r.r•: •r.r•r•r•rv-r•r-r•r-r•r•r•r•r-
W
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.
`------I----- ---W
1 1 Z 2L 13,
K --7 B -
_ L [--si-ope-4 I %
1 1 = Topsoil = ASTM C-33 = Clean aggregate = 4 in. sch. 40 pvc
•111ry':y
r ~rsr:
Cap Material sand fill '/2 to 2 '/2 in. dia. observation pipe
•L.Lr1:1
L - J LLA
Geotextile G H
Fabric
r r 1r1r1r1r1r1 1 / v 1
1 ' r F
LfLj i1iwi r ~
r r1i i•r•r•r•r• r t
7 7 1 7 7 7
D
E
q7 Plowed Surface
Ft Contour
Slope Direction
GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing
vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or
chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/4 inch soil wire
when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately
after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or
is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot
thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound
is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The
observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange.
10/07lgj Page ~ ' of/
Pressure Lateral Layout
Two Laterals - End Ma:rifold
4 - Threaded
` Cleanout
Lateral Turn-up - -p Plug
Manifold
M
X
L Long
Force Main
- j Sweep
f~ 90
Bend
i CO-o PP rte-
Distribution Ne ork Specifications Pressure System Construction
Lateral Diameter In.
Manifold Diameter In. Laterals are constructed of Schedule 40 PVC
Orifice Diameter f In. pipe. Orifices are drilled perpendicular to
X Orifice Spacing) In. the pipe with a sharp drill bit and face down.
L (Lateral Length) Ft. Lateral turn-ups terminate with a threaded
M Manifold Length) Ft. ceanout plug and are enclosed in a 6-8 inch
Force Main Diameter In. diameter lawn sprinkler valve box accessible
Force Main Length jFt. from finished grade.
Grade
6-8 Inch Lawn
Sprinkler Valve
Box
Page of
03/05 lgj
Septic-Dose Tank Gross Section And Pump Performance Specifications
Tank Manufacturer Pump Manufacturer
Tank Model Number Pump Model Number
L J7
Total Tank Capacity Alarm Manufacturer ' C c~ .
Max. Bury Depth 7 Alarm Model Number
Switch Type i? ,tip t'
Filter Manufacturer t'r - *Tojta1DDyynaamicc Head (TDH Feet
Filter Model Number NetworLoss
Minimum Pump Required Force Main Loss
ormance
~'erf
( GPM. - Ft TDH Total t- i
outlet Manhole Mm 4" Above Grade With Manhole Min. 4" Above Grade
Locking Device, Inlet Manhole Securely Mounted With Locking Device
< 6°' Below Grade Sealed Watertight weather-proof,
junction Box
Finished Grade
Vent Min. 12" Disconnect
Above Grade Means
With Vent Cap
Outlet Filter --~..y - - -
Inlet Inlet Baffle
A
Switch S and Reserve capacity Weep
GPI `
Tank Volume Hole
Volume Gal. B
Dimension ~ Inches
>
rve)
(rese A; c
C
Off ]Elevation
(alarm) B ; 2~ Ft
/Oil -X Bottom
(dose) c
Elevation
(d~ 17 /a d ® D
• Ft
.aa<a <<asse:a <<<<a<aaataa<::<a <'::<< _ .
! . accordance with the
GENERAL nvsTa~.~TTON: The septic/dose tack is bedded and -back filled in by the manufacturer may not
manufacturer's product approval specifications. Maximum depth of bury as, specified (padlock)
val. Manhole covers exposed to grade have an effective locking device (P
be exceeded without prior aPIv fittin and
installed. Piping at the inlet and outlet is of approved material, connected to the tank it waa gbht nage the tank
laid on stable soil to pmaent settling or sang The forte main is sleeved with " Sob. 40 PVC to
Electncal.smice(aompties withNEC300 and Comm 16.218.
excavation and the sleeve. is sealed watertight.
Page of -
02/05 LJ
TOTAL DYNAMIC HEAD/CAPACITY
PER MINUTE
HEAD CAPACITY CURVE EFFLUENT AND DEWATERING
L1 MODEL 152/153
,53
o' I MODEL i i52
w
Ww
50 Feet ~ Meters j Go!. i Liters I Gal. I Liters
153 5 1.5 I 69 251 77 291
10 i 61 231 70 265
12 40 152
15 4.6 53 201 61 231
20 ? 6.1 44 167 l 52 197
30 25 7.6 34 129 I 42 159
a 8 I 30 1 9.1 I 23 87 i 33 125 j
O 35 22
20 n
¢ I 11 42
o I 40 12.2
4~ Lock wive: j33.0 =t. (I!.6m) 144.0 Ft. 1, 3.4,-n)
10 014506
I
I
0
2G 0 60 80 100
GALLONS 5 1 /4
LITERS 0 80 160 240 320 - 3 27/32 1 1 a 5/8--~~
FLOW PER MINUTE
27/32
CONSULT FACTORY FOR SPECIAL APPLICATIONS _
• Timed dosing panels available. J 3 27/32
Electrical alternators, for duplex systems, are available and supplied with
an alarm. l
Variable level control switches are available for controlling single phase
systems.
• Double piggyback variable level float switches are available for variable -
level long and short cycle controls.
Sealed Qwik-Box available for outdoor installations. See FM1420. i
• Over 130°F. (54°C,) special quotation required.
I j 12 1
1521153 Series -r
1521153 MODELS Control Selection I
LI YI-3 ' 1/8
Model Volts-Ph Mode Am s Sim lex Du lex i
N152 115 1 Non 8.5 1 2or3
SK20e4
6N152 115 1 Auto 8.5 Included 2 or 3
E152 230 1 Non 4.3 1 2 or 3
BE152' 230 Auto 4.3 lnclu7ed 2cr3
N153 115 1 Non 10.5 1 2 of 3
BN153 115 1 Auto 10.5 +Inclu-ed 2 or 3 SELECTION GUIDE
E153 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float
I.BE153 230 1 Auto 5.3 included 2 or 3 switch. Refer to FM0477.
p CAUTION 2. See FM07 12 for correct model of Electrical Alternator E-Pak.
All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10-0225 used as a control activator, specify duplex
(3)
licensed electrician. A8 electrical and safety codes should be followed including the most or (4) goat system.
recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. -
MAIL TO: P.O. BOX 16347
Louisville, KY 40256-0347 Manutactwersof..
Z ^ SHIP TO: 3649 Cane Run Road L. p~Jp
Louisville, K KY 40211-1961 Q~/~(/TY/-UMPS ,l~dCf ~JiIJ
® (502) 778-2731 • 1 (800) 928-PUMP
httpJ/Www.zoelier.com V P!!/1~IP TY FAX(502)774-3624
0 Copyright 2000 Zoeller Co. All rights reserved.
i POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page-o{
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner'- Septic Tank Capacity
at ! NA
Permit # Septic Tank Manufacturer
DESIGN PARAMETERS Effluent Filter Manufacturer z✓. , ❑ NA
Number of Bedrooms - ❑ NA Effluent Filter Model ❑ NA
Number of Commercial Units NA Pump Tank Capacity al ❑ NA
Estimated flow (average) ` T'' allda Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5) gavday, Pump Manufacturer ❑ NA
❑
,NA
Sor7 Application Rate al/da /ft~ Pump Model
Influent/Effluent Quality Monthly average' Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD,) 5220 mg/L ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) s150 m /L ❑ Disinfection ❑ Other.
Manufacturer
Pretreated Effluent Quality NA Monthly average" Dispersal Cell(s)
Biochemical Oxygen Demand (BOD,) 530 mg/L ❑ In-ground (gravity) ❑ In-ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L ❑ At-grade -~Omound
Fecal Coliform (geometric mean) 510` cfu/100m1 ❑ D ' ine ❑ Other.
Maximum Effluent Particle Size Y inch diameter Values typical for domestic (non-commerciao wastewater and
septic tank effluent
Values typical for pretreated wastewater.
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every ~ C] months ear(s) (Maximum 3 yrs.)
Pump out contents of tank(s) When combined sludge and scum equals one-third (Y,) of tank volume
Inspect dispersal cell(s) At least once every s ❑ months ear(s) (Maximum 3 yrs.)
Clean effluent filter At least once every ❑ months- ear(s)
Inspect pump, pump controls & alarm At least once every ❑ months /715-year(s) ❑ NA
Flush laterals and pressure test At least once every .~O months ji;sar(s) ❑ NA
Other At least once every ❑ months ❑ year(s) ❑ NA
I Other At least once every ❑ months ❑ year(s) ❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or
certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector POWTS Maintainer, Septage
Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken
hardware, Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up
or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels
in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the
ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (Y,) or more of the tank volume, the
entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR
113, Wisconsin Administrative Code.
The servicing of effluent filters, mechinlcal or pressurized POWTS components, pretreattment components, and any
other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer.
A servtc,,O report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other
chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are
detected have the contents of the tank(s) removed by a septage servicing operator prior to use.
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START UP AND OPERATION
For new construction, prior to use of the POWTS check dtrlSatlait tank js} jon g pro esence t°S ainting re detect have thercontenlts of th41;
may impede the treatment process and/or damage the pe
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. restored During power outages pump tanks may fill adose, aVeoading the ecell(s)land
may resoulwt in the backup tor surface d'wastewater will be . When discharged to the dispersal cell(s) in one large overloading the cell(s) and may result in the backup or surface
discharge aof efflufenlt.
discharged to the dispersal cell(s) in one large power to this r prior to
restoring effluent avoid this situation a Pi mbr or POWT~S Maintainer ~ to removed assist inymanualllyy operating the ppumpocontrols to restore normal levels
pump or contact ct
within the pump tank. compact, the area within
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or comps
15 feet down slope of any mound or at-grade soil absorption area. ife of Reduction or elimination the following from thswcott natswabs d greeas improve ntalef )w diapers
aisinfectantS~fat; fou dat onn d in
antibiotics; baby wipes; cigarette butts; condoms:
(sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:.
• Ail piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the vold space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliiiin
replacement system:
❑ A. suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requirled
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the e:i iedn
for a new soil and site evaluation to establish a suitable replacement area, Replacement systems must comply with the rul effect at that time.
❑ 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 POWTS.
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.
'-Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules, in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE Off' A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS - -
a
POWTS INSTALLER POWTS MAINTAIN
Name Name t /''.~-1=- '
Phone Z _
Phone
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Name Name
,..rr
Phone Phone
Ei J"/
This document was drafted in compliance: with chapter SPS 383.22(2)(b)(1)(d)&(fi and 383.54(1), (2) & (3), Wisconsin Administrative Code.
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