HomeMy WebLinkAbout042-1052-95-200 (2)Walan etm..tnt el C R. PRIVATE SEWAGE SYSTEM �e St. Croix
ilyn
INSPECTION REPORT Bar, x°. 617723
GENERAL INFORMATION !ATTACH TO PERMIT) pi."io x°
n tP,v o.PIM1I
Peadmad
Yyou p�° ee may be „ vm°e wvme xTvx
Justin and N.Y.ill le Dltnler� sc TOWN OF WARREN P IX 0,12-1052-95-200
°n. +.. ..<° M If P✓L a.n°..,c..e•M1929.1R.299G
TANK INFORMATION ELEVATION DATA
TYPE
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TANK SETBACK
INFORMATION
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PUMPASIPHON INFORMATION
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System PLOT PLAN
PROJECT Justin DImler ADDRESS 901 WVI Ave Roberta W1 4023
SW 114 SW VIA 19 IT 29 NIR 18 W TOWN Warted COUNTY S .. CROIX
SYSTEM ELEVATION 93019154.5'bagagrade 9t19t19 BEDROOM 4
DATE —
CONVENTIONAL CONVENTIONAL LOT SIX HOLDING TANK
MOUND SEPTIC TANK SUE 1255 gallons LET TANK SIZE DOSE TANK SIZE 765
HOLDING TANK SPAY] LOAD KATE .7 ABSORPTION AREA 992 N of Chambers 44
BENCHMARK V.R.P. Top of Z ovo pipe ASSUME ELEVATION NO, Filter Lifetime Filter
El BOREHOLE O WELL +H.R.P, sarmashwernmark
343' Property Line
= 114 =
"s oundary Circle
Huffcatt Combo To 30,
96' 45'
94' Pro 4
Bedroom
r�J House
6„ Quick4 Standard
>61" Leeching Chamber
with 20.0 ft2 of Area
cells wlth>3' spacing
All piping shall be ASTM SDR 3054, widen
10' of tank, piping shall Be ASTM P891
1089' Property Line Yc/^OPt"
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 9M9119
Owner: JustinDimler
Location: SW 1/4 SW 14 S19 T29 N,R18W Lot 2 Boundary Circle Warren
System type: in -ground absorbtion system(conventional)
Manuals Used.. Iin-ground absorbtion system (version 2.0)
Pressure Distribution Manual (version 2.0)
Pagi
1. Cover Page
2. Plot Plan
3. E2-Flow Crass Section
4-6. Maintenance and Contingency Plan
7. Filter Specifications Sheet
8. Dose Tank Cross Se
9. Pump Curve
Signature
License number 6900
System PLOT PLAN
PROJECT knin OITICr ADDRESS ED For Ave Rippers Wl 4023
SW 1/4 SW 1/4S 19 /T 29 SIR 10 wTOWN Warr&1 COUNTY ST. CROX
SYSTEM ELEVATION 930/91 54. 5below trade 9/19/19 BEDROOM
4
DATE
CONVENTIONAL CONVENTIONAL LOT ANY HOLDING TANK
MOUND_ SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 785
HOLDING TANK SIZE, LOAD RATE .] ABSORPTION AREA 892 p of chamber 44
Is BENCHMARK V.R.P. Top o12" ave pipe ASSUME ELEVATION 100' filter Lifetime FIRA
El BOREHOLE O WECT WH. R. P. same as benchmark
343' Property Line
Scale = 1/4" = 10'
�To Hoanaary circle
Huffcutl Combo Tank 30'
0398, 96' 45' bi
94' Pro4
Hedroom
House
39'
Vent
3 Quick4 Standard
E 3 ALon
Leaching Chamber
with 20.0 fl2 of Area
2" 5.6H^Ypair of end caps
39' 34" `Inde ar System Elevation
23' X90' cells with>3'spacing
All piping shall be ASTIA SDR 30/34, within
10' of rank, piping shall be ASTS1 F891
1089' Property 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
5.6fM2 pair of end plates 9
Finish grade elevation
Typical Installation 97.5'
yE°r Grade Vent
B �30/34 Septic Tank 3
5' Long 1„
36 GradeazSyslem Elevation Grade at System Elevation
Spacing_ 5'
2-3' X 90' Calls
Same on other end Observation tubeNent
At end of call
A
22chambers per cell B
System elevations:
A 93.0'
8 91.5'
POW S OWNER'S MANUAL & MANAGEMENT PLAN Pali
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Effluent Fillet ManJytrer pNA
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Effluent Fill ki / pNA
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4107 payday
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IregmWonaaMery.
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he mrtk slum be ranurW by a Nisof serntlna Opinion and dupaed of In aswdi M'd tlmpmr MR 113. wlcrwln
Admini m code.
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I s t.n awm abPe a mN mwM «acme wn akmmNn w.
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ABANDONMENT
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SE"CIHG»
ENMRS ANOOTHMTREATFJRTMM WMMATCONTAINLETHALOPSSE6AHOIOR W9UFROIENFO%YOIH.UENDT
PEMMSEPOO ElK OR OTHERTREATMENTT♦Mp UNGERPNy UROINA4TAXCFS OFATX M/.YRtlULT. PERDUE OFA
PERSON FROM TNIINTERIOROF ATAH( WYBE MFflOULTORIMPoSSRLE
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SECTION A-
Septic -Dose Tank Cross Section And Pump Performance Specifications
Tank uar,Guar
isok Model Number
Toml Tack Cepacily
iS b�
Mae. BUS Deph
:22�
Cmde
Outlet Fi]W
toles .y: Its'_ Wet Ha8le
fi.
Swb S
and Remrve Cepepity
5:0
T®k Vobme=
GPI
Dish m
Inches
VclUae Gal.
(vesecoe)A
(alsm BI
2.
34
(dme) C'.
. 5-
1i1, S
(dead) D
is
£,
ToY1
L
Ix
MmhoYMin.6"Above fvede
w
WJ
WwYsmoof
1
--
VmIMm. 13"
DiemaeG
AbnwC
muus
0.NL Van c Cap
A
y.
_V
Hole
C
BottumD,E�caaSm
GENERAL INSTALLATION: The. sepda/ Yak Y bedded ss beck fil xi is nfecmrck im
ssuufach, modool apgmel slwui&s,,o .Maalmam depth is m� aifi°d
W eecee&d w ut Pkar MP al. M 10 cows exposed s grade have as e6aWvo kw{>og dmdce l eM
iwWlad. PipiaBazmb wlac evil ousel is of uVR^'l f vain i%s whh4 Scb.QnCsbd4el Ynk
Yidmsbbk seism Ps'wt aevlivg Ueaggivg.
Wdmsta eM the slPMMailedwasagbr.. Theulasvice complYawiThNBC 300 and Comm 1631.
02/05U Page _of__
q
280-SERIES
112 hp Submersible Effluent/Sump pumps
malibertyp6 roaeapmvieaascwteems, Iquip
Well pump wim u cnreita lendawasla water sysM eu poi]
weYe uwVeMcare higher heed d ywmppump
C esig Mb:n MM require higher heed Or more Bow.
the
MSwilnxmd iMvideiunique ^unip&pe mn:g,
tle 280 �Senm will provitle yaen IN reliebk tp:tmnance.
A11 MOttalS Feature:
• vortex ayle impeller permini:g paeaege W solids
upto%"
•416 Many steelrc elyfl
• Psmarently IubM upper eel lower Mi bearing
•Fpoxy a wkwcom Mum
• Ml ta¢tanen-conoabn-resistant wgnkxe Men
•1' Discharge
• Slalnlma pawl bottom screen - easily removffik
• Mmimwn%id tenmemnum 14V F.
Mo6M 10' 26'1-9 1a1 (-M
280 SdMW o
2e1 elavlmd oiniama optonw opinme
m Sanma o
10�'cad AglnaW WNmeA np]M. W nplbrellmANs.
4eulAbmodtlnumpx.
OwnWaNmukl2� WMi'mN.mlw'AJ9
XM1p 80Xa 3 RPM
al fille], +namely pWstM
OP 0) Permenom Split Cepacttor
e.0 amme 015Y)
4.0amprmi/23"
Perfmmaiiee Curve: 280-Serles
a ffi 76 114 +56 192 US 90
lilem Pm Miele
Dimsnsimeal Date:
Weigbb'ig lls
Haight: 13.
Major Vqd :10-pnW 267)
Minimum Sump Diameters:
MMe, a,, 251... 14"
MMel 207 VME..10"
FadoryswRcb
hltl mi. 383
11110414,1287
semn
WF
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il
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ST. CROLC COUNIY
SEPTIC TANKMAINTHNANCEAGR88MCNT
AND
OWNERSHIP CERTMCAnON FORM
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LEGAL DESCRY TTON o /y /
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SYSTEMMARUXN—ANCEAND OWNERCERTMCAUON
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lmwglkpvtmm[wiJw30 tleyg offhe Wra Yaderyvcti®d¢e.
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Nvm6er of be ome�
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e••pymf am Wa[umieaepmmpdumy mwltID Wes YPm®t6einBreroWbYthe Planvm6&7u DePul ...
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Schmin6 Sons Excavating, Inc..
Thomas J. Schmitt 227429
558 Valley Yew Told
Somwa t,w150925
Phone: ]15�]P. Phone
new 1�7
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• Bench Mat 1EI. 101.09' Top of 2- PVC Pipe
& Berch Met 2 EL 99.13' Top of Y' PVC Pipe
Slope 13%
Scale 1'� 50'
Page 3 MO
Command! For.
Name:
Gary&Game Hoye,
Address)
9111 Mah A,,
O to Stag, Zip
Robe l Wl5<0]3
Subdivision:
CSM Pending Approved
Lot No.:
2
Legal Oescrlpdio2
SWIM SWI/4619TteN R19W
Township, County'.
Warred township. St. Code Counts
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