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INSPECTION REPORT
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GENERAL INFORMATION (ATTACH TO PERMIT)
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Katla Faith
TOWN RICHMOND
026-1094-90-000
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32.30.19.50313
TANK INFORMATION ELEVATION DATA
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MANUFACTUREF
CAPALT'
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TANK SETBACK INFORMATION
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PUMPISIPHON INFORMATION
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Positions, L,n),
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DISTRIBUTION SYSTEM
SOIL COVER cntlo Systems Only
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STEM OWNER
Salesclerk, ePluentfIl entl
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690.6398 (R 11/11)
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System PLOT PLAN
PROJECT Karl Real ADDRESS logo County Rretl E New RphmOM ED W17
SE Lai HE Was 32 IT 30 N/R IE wTOWN Richmond COUNTY ST CROIX
SYSTEM ELEVATION HE M50 Vital made 8/3/20 BEDROOM 3
DATE
CONVENTIONAL X%Y CONVENTIONAL LIST HOLDING TANK
MOUND _ SEPTIC TANK SIZE 1000 gallons LOT TANK SIZE 005E TANK SIM
HOLDING TANK SIZE LOAD RATE T ABSORPTION AREA 651 # of chambers 32
kk BENCHMARK V.R.P. RetlOm 01 aiding ASSUME ELEVATION tam Filter Lofn nw Filler
❑BOREHOLE (D T L •H.R.P. ea111864 b6ndI1M19M
County Road E
Scale = 1/4" = 10'
1 \Colp V4 80,
Properly Line
0' T blame
/ M
M•
50' 3O' 25'
3% Slope
gal (COPV
a6.. Qumk45tandard 90' CI
89'
Elevation All piping shall be ASTM SDR 31134, within
mist tank, piping shall be ASTM F891
Cover Page
Shaun M
Bid Plumbing Inc
1432 1201h St
New Richmond Wi 54017
715-246-4516
Date 5/2020
Owner Karla Faith
Location SE1/4 SEE 1/4 S 32 T30 N,R 18W 10g0 Cty Rd E Richmond
Manuals Used. In -ground absorMion system(version 2.0)
Page#
1 Cover Page
2 Plot Plan
3. Chamber C
Section
4-6 Maintan a
Contigency
Fitler Cr
Signature
Licensenu
r4226goo
System PLOT PLAN
PROTECT Kate Faith A D D It sS 1090CISI Read E NOW RlchmonGWi 54017
SE 114 SE 1/4S 32 /T 30 \/It 18 W TOWN Richmond COUNTY ST CROIX
SYSTEM ELEVATION 852/85. 05' helow Diane Si BEDROOM 3
DATE
CONVENTIONAL asi CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE T ADSORPTION AREA 651 p of chissohn 3Z
,BENCIIMARK V RP Bottom Of Siding ASSUME ELEVATION IN' Filler Lifetime Flltel
❑ BOREHOLE (DWELL IN R P. same a5 benchmark
County Road E
Scale = 1/4" = 10'
sa
Pmpetty Line
Overflow IS3
30' Bedmom 4. W_II
T House
Ma 15
0 30' 25,
30'
B 10'
50'
55' % Slope
150'
0'
van B-2
>6•• ConcertStandafd 90,
Of Cover Leaching Chamber
WHO 200 R2of Area
5 6Zpav of end caps
4'IDug 12" 895
Glade at System Elevation All piping shall be ASTM SDR 30/34, wnhm
3 " 1 10' of tank piping shall be ASTM F891
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 fl2 of Area per Chamber To be A' above grade
5.6f A2 pair of end plates
/ Finish grade elevation
Typical Installation JV �$ ?ig,0
vein � Grade � vein
S �30/34 Septic Tank 3
5' Lang 1 5 5 1g 1 Gratle at System Elevanon
Grade at System Elevemn
Spacing 5' ✓
2-3X 66' Cella /
Same on other end Observation tube Vent
At end of cell
A
16 chambers per cell B
System elevations
A_85.2'
B 85 0'
POWTS OWNER'S MANUAL B MANAGEMENT PLAN Pys_a_
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vrtEN SPECIFICATIONS
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Soil Test Plot P
Project Name KaAa Falh ra rd
Address 1000 CN Rd E
New Richmond Wi 54017 CSTM #226900
Lot A Subdivision Date 3/3/20
BE 1/4SE 1/4S 32T 30 N/R18 W Township Richmond
❑ Boring Q Well PL Property Line County ST CROIX
BM or VBP Assume Elevation 100 at. Bottom of siding
System Elevation 85.WB5.0 •NRPSameas Benchmark
County Road E