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PRIVATE SEWAGE SYSTEMM232919,3105
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INSPECTION REPORT
6153M
GENERAL INFORMATION
(ATTACH TO PERMIT(
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PUMPA PHON INFORMATION
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Soil Test and System PLOT PLAN
PROJECT O6VRinn HMSS ADDRESS 10.V Canadians Ave Suite A New RkhTPod Wi W17
BE 1/4 NE 114S 23 /T 29 NUR 19 w TDwN Hudson COUNTY ST CROIX
SYSTEM EI.RVATION 940R4 .2 4 know made 10/10/19
DATE BEDROOM _
CONVENTIONAL CONVENTIONAL I." %M HOLDING TANK
MOUND SEPTIC TANK 52E 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 5 ADSORPTION AREA 1216 N of cbamb<m 60
BENCIIMARK V RP Top at survey iron ASSUME ELEVATION IN' Fiber Lifetime Filler
❑ BOREHOLE O NYLL . IT R.P. 9BnIB BE de vere sA
^BM'
10' J0. V is IV
B-I Scale is 1" = 40'
unless otherwise
not enough slope to establish contours noted
M
Pro 4
1%Slope Bedroom
House
aD'
lQ�
HufiwR Combo Tank
40'
4 Vrnt
Vents 3-3' X 82'cells with spacing6" QUICk4 Standard
Gavin Pass of Cover Leaching Chamber
\II ping shall be ASTM SER W2fl. within wdh2D0f12Area
P� 56B02/pmr of
end cups
OL of tank, piping shall be ASTM F891 4, Long 12"
Grade at system Elevation
Soil Test and System PLOT PLAN
PROJECT Oevermc Homes ADDRESS 1433 Cernohous Ave Suite A New Rkhmond WI 54017
NE 114 NE 1/4s 23 /T 29 NIB 19 w TOWN Hudson COUNTY SIT CROIX
SYSTEM ELEVATION 940/94 424'helOw waide 10/10/19
/ OAT! BEDROOM
CONVENTIONAL DING TANK CONVENTIONAL LIST W HOLDING
MOUNT_ SEPTIC TANK SIZE 1265 gallons LIFT TANK sIZE DOSE TANK 912E
HOLDING TANK SIZE LOAD KATE 5 ABSORPTION AREA 1216 M of chambers 60
,BENCHMARK V.R.P TOP 015UrvBy Iron ASSUME. ELEVATION mB' Filler Lifetime Pdter
❑BOREHOLE DWELL -H.R.P Si 456encti
B.M *
207' PrmlertV Line
= 1/4' =
B-1 Scale is 1" = 40'
unless otherwise
5not enough slope to establish contours noted
B-21
usl
Pro 4
1%Slope Bedroom
House
40'
Huffcun Combo Tank
�' �� Vents 33' X 82' cells with>3' sP21in
tandardGavin PassChamber11 piping shall be ASTM SDR 30/34, within k2of Are0' of tank, piping shall be ASTM F891 mr of end cat System Eevanon
Septic -Dose Tank Cross Section And Pump Performance Specifications
PI ,
Pdmr Model Nim6a
MWmim Pm Pafomwoe Regimed
OPM I ® I e r; i E1lI1H
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GENERAL INSTALLATION: The sePe`J tevk u bedded and but BBed1M nuvefecwrte may oa
muu(uooer's paduct eppmval spxificaims. Mm:®um dep6 dhayuapatliedM
be caaeded wWoua pia approval. Manhole covas a gWe have ao effxtive le l'me dev 1 pi.
imelled NPinHUWe wb avd oalauof appowalrue, Ritbe fmm mem n' abwed wnh 0"Sci 40 PVC roMWpe de dr4
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250=SERIES
113 hp Sump/Effluent Pumps for Professionals!
ALL MODELS FEATURE.
• Rugged 1/3 hp motor, oil filled Seim
thermal overload protection
• 112' solids handling
• 1-1@' discharge.
• Hermetically seared motor and switch cawtmes,
and permanently inundated peanngs
• Lherly's UNI-BOOV casting _ a Solid. ring ono-
s
preceng Bieleliminatesthe bwermot«
eal
ring;
found
und on oNerpumps.
• Epoxy powder coat finish
• Vortex style impelled« supenor
solids-hantlling. Made of high temperature
engmneenngpolymer.
• Fastenan-all non-cdrosive Stemless steel
416 sunless steel moor shaft.
Moddl 10r 25
50`1.b1
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MOTOR SPECIFICATIONS,
1/ hp 115V 5.2amps MHz
Thermally Protected d Permanently Wbncatee
FSCI Permanent Sint a Capacaw
Maximum Fluid Temperature.140-F
DIMENSIONAL DATA:
Weghe Modem 252' 201Ec
HegM:10.5'
Major Width:86"prienW ntodcl2301
PERFORMANCE CURVE
PEeFORSAUUCE CuavE
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Model 251 Model 253
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System PLOT PLAN
PROJECT Cevenno Homes ADDRESS 1433CemohoWAvaSuileA New HMm01q Wi W17
HE ti4 NE 114S 23 /T 29 N/R 19 D TOWN Hudson COUNTY ST CROIX
SYSTEM ELEVATION 96"S 83'below preps 5/15119 BEDROOM 4
DATE
CONVENTIONAL XXX CONVENTIONAL LOT HOLDING TANK
MOUND SEPTIC TANK 512E 1255 gallon LIFT TeNR SIZE DOSE TANK SILK
HOLDING T HK SIZE LOAD RATE J ABSORPTION AREA 891 Y of chambers 44
BENCHMARK V RP Top of surrey am ASSUME ELEVATION 100' Filler LlfeDme Fiber
El BOREHOLE (DWELL -H.R.P. earn asbanchmark
^BM*
= 114 =
B-1 Scale is F = 40'
unless otherwise
5 not enough slope to establish contours rioted
am
3 B-3
1%Slope
-CCICppY
Ong Soon be ASTM SDR 31134, within tEffliau
1HndvdUpLplping shall be .ASTM F891Chamber fit of Amar o[ end cepsal Syso:m Elevation
Cover Page
Shaun B d
Bid Plumbing Inc.
1432 1201h St
New Richmond Wi 54017
715-246-4516
Date 5/17/19
Owner Covering Homes
Location: NE1/4 NE1/4 S23T29N,R19W Lot 14 Hunter Hills Hudson
Manuals Used: In -ground absorbM1on system (version 20)
Pages
1. Cover Page
2. Plot Plan
3 Chamber Cross Section
Malntance and Conligency, Plan
7 FiMer Cross Sect
Signature
License nu or i2269o0
System PLOT PLAN
PROJECT Oeverino Homes AnpRESS 103 Cernohous Ave 9u11e A
New RlcM1mond Wi 54017
THE 114 NE IMS 23 IT 29 NIR 19 W TOWN Hudson
COUNTY SI CROIX
SYSTEM ELEVATION 96M58 3'below orede 5115119
4
DATE
BEDROOM
CONVENTIONAL XXX CONVENTIONAL LIFT
BOLDING. TANK
MOUND_ SEPTIC TANK SIZE. 1255 gallons LIFT TANK SIZE
DOSE TANK SIZE
BOLDING TANK SIZE LOAD KATE T ABSORPTION AREA 891
R or chamber, 44
_,BENCHMARK AMP Top of Survey iron ASSUME ELEVATION
IN' Filter Cremate Filter
❑BOREHOLE (DWELL R.Wp SarreaSibencorears
ui
nng shall be
not enough slope to establish contours
IT
Slope
Pro4
30' Bedmom
House
Scale is P = 40'
unless otherwise
noted
Vent
>6' uis"Smnderd
of Cover Leeching Chamber
with 200 r12 of Arco
56Wt pair of end caps
4'Long IT
Grade at System Elevabon
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
5.6f A2 parr of end plates 9
/ Finish grade elevation
Typical Installation \ �( 99.0'
Vrnt Grade y Vrnv —
3 ✓30/34 Septic Tank 3'
5' Lone t
3 Gradeat System Eleveuon Gredc el System Elevation
Spacing 5'
2-3' % 90Calls
Same on other end Observation tubeNent
At end of call
A
22 chame brs per cell B
System elevations:
A_96 0'
B 95 B'
POINTS OWNER'S MANUAL&MANAGEMENT PLAN
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20140048A
SECTION A -A
S89004'39"W 355.26'
LOT 17
103,249 SQ. FT.
(2.370 AC.)
L.B.O.=934.00
39"W 500.40'
3" 73'
LOT 16
111,119 SQ. FT.
(2.551 AC.)
L. B.O: 946.00
DBINACE
EASEMENT
�£ LOT 15
m 139,151 SQ. FT.
(3.194 AC.)
1 L.B.O =956.00
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L.B.O: 972.0
207.78'
LOT 4�
87,4115Q. FT.
(2.007 AC.)
S89044'51"W
207.80'
ST. CROIXCMCH A
- " SEPTIC TANK MAINI'@1ANCE OREEbffi1'f
AND
O W� CF.HTffICATION FORM
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Project Name Covering HomeSoil 185t PION PS
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 TM N226900
Lot 14 Subdivision Hunter Hills Estates De 6/15/1H
114 NE 1/4S 23 T 29 N/R19 W Township Hudson
Boring Q Well PL Property Line
BMor VRP Assume Elevation 100 n
Svatem Elevation TED
to' 0'
B-1
Gavin Pass
County ST. CROIX
Top of survey non
•NRPSeme rta Benchmark
o nor enough slope to establish contours
H-3
1%Slop
Scale is Is = 40'
unless otherwise
noted