HomeMy WebLinkAbout026-1160-26-000 (2)GENERAL INFORMATION
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
(ATTACH TO PERMIT)
TANKINFORMATNNI
IYES
IMRUFAC RER R•LTVS
CAPACITY
sepee
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TANK SETBACK INFORMATION
TANKTOW
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PUMPISIPHON INFORMATION
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SOIL ABSORPTION SYSTEM
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System PLOT PLAN
PROJECT Oavanno Homes ADDRESS 14330ernohous Ave SuNA New RNmend WI 54017
HE 114 NW 1/4S 23 /r 30 UR 18 W TOWN Richmond COUNTY ST. CROIK
SYSTEM ELEVATION 41aalowgmdo E/1)/20 BEDROOM 3
DATE
CONVENTIONAL SIX CONVENTIONAL LIFT HOLDING TANK
MOUND_ SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE 006E TANK SIZE
MOLDING TANK SUE LOAD GTE 2 ABSORPTION AREA 2252 0 of Chambers 112
,BENCHMARK V.R.P. TOP Of SUNey l inn ASSUME. ELEVATION IN' Filter Lifetime Rhm
El BOREHOLE O"LL •H.R.P. sareaSeemnmark
All. BM Top of 2"Pme0I002'
Scale = 1/4a = 10'
Please note Imaller must
verify all IN htKs and estimates
beforeinstallabon
Scale is 1" = 40'
unless otherwise
noted
433'
Property
Lea
fro 3
Bedroom
Please Nate: Tested! arse
House
vathereche"ad If ere
sods Elow R, the Marling
raw will Be Imaza d.
10,
98
8'
12'
9T'
215,
11
3-3' X 62' cells. 1-3' a 66' ails and
BA
3-3'x TO' cells with>3'specmg
%
asglow
-
Vet
>61P
Qumk4 Standard
of Cover
Leaching Chamber
with 200 fa of Area
Venus
12.. 5.6a^2/pmr of end caps
4. Long
Grade at System Elevation
AItaM
i
All ptpmg shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
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System PLOT PLAN
PROJECT Oeyi na Homes ADDRESS 14M Carothers Asia Suits A New Richmond Wl 54017
HE 114 HIP 114S 23 IT 30 NUR 18 W TOWN Richmond COUNTY ST CROIX
SYSTEM ELEVATION 94454219401938 ;'below 8l17l20 pgpgoom 3
DATE
CONVENTIONAL W CONVENTIONAL LIFT HOLDING TANK
MOUND _ SEPTIC TANK SIZE 1000 gallons LIFT TANK BPLE OOEE TAKE SIZE
HOLDING TAKE SIZE LOAD KATE 2 ADSORPTION AREA 2262 p of [hemmers 112
he BENCHMARK V.RP Top M cutesy Iron ASSUME ELEVATION 100' Filter IlfeUme F111en
❑BOREHOLE O WELL yH R P, sa as benchmark
13M Top of 2" Pipe @ 100 2' Scale = 1 /4" = 10'
and setbacks 1
Scale is I's = 40'
unless otherwise
noted
411'
Bedroom
Properly
fune
Please Note Tested area
20'
will berechecked Ifthe
soils allow n the load ng
rate will be mcressed
ST
9I
1
20'
IT
4%
spacing
L5Q6fYiVpAr
>6.,DICk4 lard
of CoverachmgC ammo
h 200 fit of Area
ofend caps
on34Grails at system Blevatmn
129' Property Line
ID' of tank piping ell be AD
TMF891rchin LICOPY
Cover Page
Shaun Batl
Bud Plumbing Inc
1432 120ih St.
New Richmond W154017
715-246-4516
Date 5/22/20
Owner: Oevenng Homes
Location SEE 1/4 NW1/4 S 23 T30 N,R 1BW 1343146th Ave Richmond
Manuals Used In-groural absoNhon system (version 2.0)
Page#
1, Cover Page
2 Plot Plan
3 Chamber Cross Se n
4-6 Malntance and C tl Plan
7, Filler Cross
Signature
License rf m 4226900
System PLOT PLAN
PROJECT OBVerinO Homes ADDRESS1433 Cannabis Ave Suite A New Richmond W16401T
SE 1/4 MN 1145 23 /T 30 N/R 18 W TOWN Richmond COUNTY ST CROIR
SYSTEM ELEVATION 94494 2/94A/93. 6 4'below 8/9/20 BEDROOM 3
DATE
CONVENTIONAL. ZEN CONVENTIONAL LOT 1101 DING TANK
SPREAD_ SEPTIC TANK Sli 1000 gallons LOT TASK SIZE DTRE TANK SIZE:
HOLDING TANK SIZE LOAD µAR 2 ABSORPTION AREA 2262 4 or m.meeo 112
,BENCHMARK V.RP TOo 0MARV iron ASSUME 11 ft 1T111N IN Hitter Lifetime Filler
❑BOREHOLE 'O WEL1. 'IL1i. 43 34 DanChmeM
All. BM Top of 2"Plpe@]DO 2' Scale = 1/4" = 10'
Please note Installer must
verify all lot Imes and subsets
before Installation.
433'
Property
Line
Pm 3
Bedroom
House
Scale is 1" = 40'
unless otherwise
noted
Rease Note Tested area
20'
will berechecked If the
soils allow it, [he loading
Yale will he mcanded
AT
98'
10,
97'
B-2
4-D' X 114' cells with>2V spacing
4%
41'
slones
0'umk4
Standard
aching Chamber
Ajorache
h 200 fit of Area
ttA2lpmr ofend isles
Vents
at System BCVUYOn
All piping shall the ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
Cross Section of Quick 4 Standard Leaching Chamber
Typical cross section for 2 of 3 cells
Quick 4 Standard
Leaching Chamber with
20 0 ft2 of Area per
Chamber 5 6ft^2 per of end plates To be >1above grade
Finish grade elevation
Typical Installation Ol 98 4'
Vent /� Grade Vent
4 �30/34 Septic Tank 4
4'Long t 5' 4'Long t Gadent System Elevation
34"' Grade at System Elevamn 34"
Spacing 5'
4-3' % 114' Cells
Observation tubeNent
Same on
other end
To be located on end of Cells
28 chambers per cell �\\
A
\\ v8
System elevations O\\v C
A_94 d'
B_94 2' D
C 96 0'
D 93.8'
ST. CROIX COUNTY
SRPTIC TANK MAWfg MCE AGREENE T
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POWTS OWNER'S MANUAL B MANAGEMENT PLAN Al
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EMwM Fear Manufacturer UNA
NumEerd Be]uma
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EffluentFBWN ONA
Numeera PuEIe FWYry Untle
.G Na
Wmp Tank LapMlry M aNA
Eatlmaled Mx(TNSpI
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II 192ntl Ave. New RmM1montl. W1540 /�-J� ]16 2J6"e616
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Soil Test Plot Plan
project Name'Wlham StocwSbwe Danon Shaun
Addreae 1748 1121h St
New Richmond Wi 54017 C #226900
Lot 28 Subdivision Whitetail Meadows Date 8/15/03
S 1/2 N W 1/4S 23 T 30 N/R18 W Township Richmond
❑ Boring Q Well PL Properly Line County ST CROIX
BM or VRP Assume Elevation too B. Top of Survey Iron
System Elevation 94.4/940 •NRPSame as Banchmark
AILBM Topof2'Npe@1002'
Scale is 1" = 40'
Please now Installer must unless verifyOtherwise ell lot lines realsefibacks
before inslaliaaon. noted
433'
Progeny
97'
B-2
EVA
L111.1L1
Please Now Tesr 1 area
may not be suitable for
desneA building arcs
Check system location
before excavating
Blvd Floating Inc.
1006 192nd Ave
New Richmond WI 54017
715-246-4516
Subje= Wmetall Meadows Soil Tests
To Whom itmay concom:
I Shaun Bird did the soil tests on Mis subdivision known as Wtutetail Meadows in
Richmond township. Ahbr a couple of installations, some of Me soils were found to have a
moreweaksMxdarethanwhatwasfow MsomedM bongs. In ortlerto protect home
owners" ofintravicirs, h is myrecorrvrentlaaonaftertliscussing the issuewith Pam Quinn
from St Croix County Zoning office that the systems be oversizetl using a.3loading rate
Instead of the original.4 rate. On Me lots that were originally sizetl for a 5,1 recommend
minga.4,nol Menew.6Mat Mestatehwsuggestetl. The lolls are what Metests Indicate
Wu largeareasteMt ddrwtrevelsameoftheweakerstrumW Matwereburut
upon irs W lations. II a ins W ler can prove otherwise, Matt" weaktt sbuclu res do not exist,
Men the Installer should proceed! with Me soils that he/she believes are present
Shaun Slid
CST R22690
3-4
earn so as +da
ST. CROIX COUNTY
WISCONSIN
1101 Carmichael Road
Hudson, WI 54016-7710
Phone(715) 3864680 Fix(715) 386 86
Memo to File
Frame Pam ama
m 4rnrmoe
l Sandy exam aeuctwe m sinterpre On aubdkslnn sai iepab
Racm soil on -site determinations have brought problem to our enention. During these on -
sites, banner were me �v td to caution sod conditions where two conflicting soil reports bad
been submitted for z 3g, department renew. The soil profiles, evaluated by myself, Dave
Fogerty, and Dave Steel (all cenifted soil testers) drflered from the ongmal soil reports in that
massive (smtctureless) sandy looms were mcowtemd in hornom that were described as having
either moderate, mecum subengular filaky Timabk) structure by Aden Schoemaker or weak,
mdmm granular strucnum(Imgr) by Shaun Bird There apparently has barn¢
misunderstanding between "strucmrt' caused by handling samples of the sod during texturing
us the sod chaactenstrcs m stem The sod, when chunks were taken out of the profile to hand
texture, with pressure paned into "crumbs" that appeared at first to be subangular or growler in
shape However, these were not we pds that broke span along planes of weakness, but
fragments created by handling. The soil when observed in the hill did not have distinct times
of structure and should have been reported as "mal
Added ootadon: on 4 3/04 Mark Iverson (Cedar Corp certified professional sod smennst),
Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the
royal sod report described the third horizon as sandy loam, "I rl . On Lai 6 we chinked
soil profiles within a POWTS distribution cell and then excavated a test pit on Lat 9 The sandy
loams in question were a weak, coarse to very come subangular blocky structure, where planes
ofweekness wereJust discernible when peds were peed from the profile. Thepedsseparetd
with very lieht pressure by soil tester Sand coatings were observed on the pd facts in We Lot 9
soils, which supported the determination that some structure existed to allow water to move
through We upper ponion ofthe sandy loam bonzon However, below Ne week-awctured soil
we found Massive (slmcmreless) sandy looms and the boundary between these horizons was
irregular, which would mean a distribution cell could mounter alternating weak and massive
sandy loam. Shaw said he would emend his sod reports with a memo recommending that any
sandy forms he identified as "I all or"Y mom' be assigned a lower loading rate of0.3 gpdrtQ
(see attached memo for Wlumted Meadows) to provide a larger dispersal ores.
Page Two - Sail Memo 422/04
Massive sandy looms have been assigned a soil application into of 0 2 gpd/fl with the code
changes in Comm 85.44-2, effective as of V1/04. The application rates listed on the sod reports
were higher due to the stmemre having been described as ether weak or moderate, which aHats
the calculalmres for srzingaf POWTS distribution cells Obviously, one of the concerns is to
make sure loading uses for she soils are not in error and allow undersized PO WTS to l e
installed. For example, in December 2003, Lot 35 of Richmond Moldavia subdivision had to
have tta loading min reduced m 0 ] gpdrsq R when the installer encountered massive sandy
loam at Ne system elevation The sandy loam hoc n had been d« nbed on the soil capon as
" Imp" whN firm consistence
Leroy lansky, Dept of Commerce Regional Wastewater Spemahst, has been consulted on this
situation and advised the zoning department on require on -site venfiranoas for any Iota with this
potential misinterpretation on the sod reports All soil reports with sandy lam" 1 or 2 m®"as
as structure will be required to use a design based on the current code's sod application rate for
massive sandy loam Q 0 2 gpd/sq If unless additional sod ceding proves otherwise.