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INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
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5-200.299C
TANKINFORMATION
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TANK SETBACK
INFORMATION
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PLIMPISIPHON INFORMATION
ring (and,
M%meactiSw Demand
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COMMENTS: ancude wale a¢veral e.. he.... or ... t to I Bell Inegemnn*2.
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System PLOT PLAN
PROJECT Justin Dlmler ADDRESS 901801h Ave FOCBIt6 ON 4023
SW 114 SW I14S 19 /T 29 NIB 10 W TOWN Wagon COUNTY ST. CROIX
SYSTEM ELEVATION 93.0,91.5 4 S below grade 9/19/19 BEDROOM 4
DATE
CONVENTIONAL CONVENTIONAL LIFT XXX HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LET TANK SIZE DOSE TANK SIZE 785
HOLDING TANK SIZE LOAD RATE ] ABSORPTION AREA 892 M at chambers 44
kk BENCHMARK V.R.P. Top of 2' led pipe ASSUME ELEVATION IDB' Filter LIfe0D6 Filter
❑BOREHOLE (DWELL +N.R.P. wartsGaSbambani
343' Properly Line
Scale = 1/4" 11
RTo HODndary Circle
ERIPTR Combo Pane 30'
96' 45'
94' Pro4
Bedroom
it i
House
Vent
B3 >6" Quick4 SthOdmd
of Cover Leaching Chamber
with 200 ft2 of ARD
t2" S6fM2/pair of end caps
4'Long 34" Grade at System Elevation
2-3' X 90' cells with NY spacing
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
a/` O
1089'Propalty Live VP,'
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 9/19/19
Owner: JustinDimler
Locatiom SW1/4 SW1/4 S19 T29N,R18W Lot 2 Boundary Circle Warren
System type: In -ground absorbtion system(conventionap
Manuals Used: In -ground absorbtion system (version 2.0)
Pressure Distribution Manual (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. FS-Flow Cross Section
4-6. Maintenance and Contingency Plan
]. Filter Specifications Sheet
8. Dose Tank Cross S
9. Pump Curve
Signature
License number 6900
System PLOT PLAN
PROJECT Justin Dir ler ADDRESS 901 Both Ave Roberts Wi 4023
6W 114 SW I/4S 19 /T 29 NUR 18 W TOWN Warren COUNTY S .. CROIX
SYSTEM ELEVATION 91 45yoloW 9mtle 9/19119 BEDROOM
4
DATE _
CONVENTIONAL CONVENTIONAL LIFT XXX HOLDING TANK
MOUND_ sEPLIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765
HOLDING TANK SIZE LOAD RATE .] ABSORPTION AREA 892 k of Members 44
Ills BENCHMARK V.D.P. Top of 2" pVo pipe ASSUME ELEVATION 100' Filter Lifetirne Filter
❑BOREHOLE (DWELL FH.R.P.59nlsesbenchmrk
343' Properly Line
Scale = 1/4" = 1
To Boundary Circle
Huffcutt Combo Tank 30'
3996'
6, 45'
94' Pro4
Bed�no
House
Vent
B-3 >6" fail Standard
of Cover Leaching Chvnber
with 200 ft2 of Area
12" 5.6frVpair of end caps
4'Long 34" Grade A System Elevation
2-3' X 90' calls with>3' spacing
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
1089' Pmpevy Line
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber To be >1' above grade
5.W2 pair of end plates 9
/ Finish grade eevaton
�/ Typical Installation �( 97.5'
Vent 0' Grade Vera
3 i 30/34 Septic Tank 3
5' Long V S 5'Long l Grade at System Elevation
3 Grade at System Elevation
Spacing 5'
23' X 90Cella
Same on other end observation tubei
At and of call
A
22 chambers per cell B
System elevations:
A_93.0'
B 91.5'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN
IlE INFONMATION
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SEPFIC.PUWC, OTHER111ERFYE W111ISYRY CONDER CIRGORSESAXOIORIXBUFFYMIILT. .00rA
EXTER.e SEATO, lWOROTXERTREATNENFiANIQUX�RRICIRCUMSTRXOES. OFAIK IYrY RISULT. REBCIIE OPA
PERSON FROM T11E INhIUOR OF F iRXK YFY BE pPPIGULi OR IMPOSSIBLE
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Septic -Dose Tank Cross Section And Pump Performance Specifications
Tmk i.JBpuhC
Tack Model Numbs .
'D
Tomt Tack Capacity
'S 6�
Max. Bury DepiL
Pure en®asacnver I
Futec Mulel Nimbe '..
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Mivimum Hmp',.
Required
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Licking Bavtm. Gua Mao fi
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280=SERIES
112 hp Submersible Effluent(Sump Pumps
Tor Ubedy YBfV, SendsPmvMesacwfelfeelive'Mie-
:eWpumpforon-aRe vrm[e wete.syNe:na. liquid
INIMAS nansfxr id commerttial M1eeyy-dory sump pump
8PPRodtigv that require higher head or more flow.
Oai0red aroundf laWs unique"UM-BW casting,
the 280Senes will provde years of relieNe perloonance.
All Models Feature:
• amrei style impeller permMlrg pacaege W solids
upwe"
• lq r mantas uppir a Wranon
• PertnanentNlubnwted upprand cower pull bearing
'BAt
fqutq wtlUcptfinlsM1
r-cortoabmresisteM stainless
11A.steel
•1N°DischiacM1erge
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• Maximum fluM temlleratva; eIgrg1 l4R F.
4B0-BeKMCprd 1pgMs
MUM 18' 26r- 36' %'
zm Support coo-coodrup Optimal
a81 Standard Ophonalopy
'R3 SleMard iTdMel WW WA
2B] SYandmd o WA WA
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3or-asiandadon ylmWgg Fw cptlorglbngldq
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Eumpb: mrmade � woo aS cyrl, w Sl
Mot" Spec>8ci noes
hhp 601z 90.50fiPM
Oil mled, tlrennaay pro4e[ed
(PSPPennnent9PIit Capacitor
B.Oampa(MV)
0.0amps MDRM0Vt
LL
x
Pert nthimu a Curve: 280•Sorias
o ae 78 114 1% 10223 M
tiler PaMinula
DimendiM ai Data:
weight 4 Ns.
Height: l3"
Major wtllh: 10-onodal28])
Minimum sump Diameters:
MWe1281, 289... 4'
Model287VMF...10'
Facoarr M1
MUN12B1, 2B9
MedoISBT
noun s
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Mpdel Pal
Model ]88
Model
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Wideargle
VMP-Sedeg
ro switch
flOGISM SI
fl tswilch
Verlkalmag-
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neticfloUtor
dleconnect
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smellerpfls-
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sump
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Certified
tAH✓Pump • 1ddD<pple lhaaAvenue • Bergen, rYaw York
14416• Plune Bdyd0.>.25ap FAx (51111)/80.1838
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE GREEAffiNT
AND
OWNCRSM CERTIFICATION FORM
Owaer/Bnyer 5 T�' 7' /
Me ugAddress 90/—
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Page 9 of a
Coedwed For:
Name'.
Gcryd:Gmce Royer
Morass
"I MNb Ave.
City. Stale, Zip:
Rabmlt WI54113
SuMlown
CSs4Peedieg Appm,*l
Lot No
2
I-Nal[)Utmption'.
SWI14 SWIM S19 n9N RIW
Townabip, County:
Warner Towasid t. Cmix County
Vyx T�,e � E/ISEMEN
@'121 �;ti=( � fSEF LE27iFlE'0 I
'e �� $u2vEy ingV
- � �, �SW16 f{7Y24✓� l�
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BIN .
4
Gary Grace Hoyer Pr&perty
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-
01 801h Ave.
Roberts, WI 54023
iL�
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PID: 042-1052-95-000
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