HomeMy WebLinkAbout026-1306-00-030PRIVATE SEWAGE SYSTEM
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INSPECTION REPORT
GENERAL INFORMATION
(ATTACH TO PERMIT)
PUMPISIPNON INFORMATION 50 TT•7p
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Soil Test and System PLOT PLAN
PROJECT Shaun Bhtl ADDRESS 1432120th St New Rmhmond Wi 54019
NW 114 BE 1I4S 19 IT 30 NIB 19 IN TOWN Richmond COUNTY ST CROIX
SYSTEM ELEVATION 95 C9524' below grade 7116120 BEDROOM 4
DATE
CONVENTIONAL CONVENTIONAL LIFT M HOLDING TANK
MOUND SEPTIC TANK $IZE 1255 gallons LIFT TANK SIZE765 DOSE TANK SIZE
HOLDING TANK SIZE LOAD KATE ] ABSORPTION AREA 891 M of chambers 44
® BENCHMARK V R.P Top of Sri' pvC pipe ASSUME ELEVATION 100' Filter GfeO Fitter
❑BOREHOLE O WELL cH R. P. same as benchmark —^
Vent 150thAve
>6.. Qumk4 Standard
gfcg�er Leaching Chamfer Scale = 1/4" = 10'
I
200f2of Ann 530' Pmpeny, lave
5bft^Ypar of end caps
4' Long 12"
Glade gem ElevamD
4" r
r
Pro
Bed
4 \
House
fP
uffcut
Area of poor soils Combo
Please note all Flood plant zones �e
and lots line ate to be slaked by a
eyor 50'
prior w mstOlauon
0'
25'
23' X 90' dells with NY spacing
30
Flood Zone, slaked by surveyor
All piping shall be ASTN4 SDR 30134, widen ^o I 2% slope
10' of tank, piping shall be ASTNI F891
G0QTo be>5' from property Line
Rnnrn.,l i�r
Soil Test and System PLOT PLAN
PROJECT Shaun Bird
AUDRRSS 143212OthS. New Richmond WI 54017
W 1/4 HE 114S
19 /T 30 N/R 19 W TOWN Richmond COUNTY ST CROIX
SYSTEM ELEVATION
955/9524below brand 7116120 4
BEDROOM
DATE
CONVENTIONAL
CONVENTIONAL LIFT XXX HOLDING TANK
1255 gallons LIFT TANK SIM765 DOSE TANK SIZE.
MOUND_ SEPTIC
TANK SIZE
HOLDING TANK SIZE
LOAD RATE T ABSORPTION AREA 891 p of chambers44
BENCHMARK V.R.P.
Top of 314"ass pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑BOREHOLE 'O
WRIX fine. P. came ass benchmark —`
Vent
1506 Ave
>6..
Qumk4 Standard
Scale = 1/4" = 10'
of Cover"Leaching
Chamlrer
with 20 0 f12 of Area 530' Property Line
bftA2/pair of end caps
L5
4' LonB
12"
Omde at System Elevamov
34"
Pro 4
Bedroom
House
5 50'
uffcl
Area of poor sods Comb
Please note: all Load plum nines 40
and lots line areto be staked by a
surveyor 0'
pnor to install ahon
in,
2-3' X 90' cells with>3' spacing
Flood Zone, staked by surveyor
All piping shall be ASTNI SEES 30/34,within II 2%slope
10' of tank, piping shall he ASTM F891
To be>5' from progeny Line
Septic -Dose Tank Cross Section And Pump performance Specifications
EJmrMmtbnmer
Eu�MddNt®bs
- Mmimt® Pmnp Perfam®ee Re9tmd
2-12 OPM , 5 row
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luemw lew 0Mevbn
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Weh Vent Cap Ai
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GENERAL INSTALLATION: ' wpdcldove aok in bedded ed beck idled in eecmdeven wim dm
moafrmvch pmAW aPFret'al apeni6utioos. M umdepd; of Wry o 6pxafi by dw moufacmmr my mt
be exceeded wilEout prim sproval. Maobok wven axpmd to grade lu"° an eikcdve lockm8 device (pd )
m,AW. Piping a td wlat end cutlet is of IP nn nnn iW, n ne wdE 0 Se6. N' Wwamtot filn ibe mnk
Ieid m mble soil m Prm'mt inW m g,,L I A NFL 3M ed C.mnn, 1613
exovetion ed the ckeve usold wevnigN. Elecamel eervia comp'^'"'
page _ of __
Duos u
250aaSERIES
113 hp Sump/Effluent Pumps for Professionals!
ALL MODELS FEATURE.
• Rugged 1 & hp motor, oil filled with
thermal overload protection
• 12' solids handling
• 1-1/2' discharge.
• Hermetically soalal motor end switch cawbes,
end permanently lubncated beznrgs
• Liberty's UNI-BODY casting -a solid, one-
piece housing that eliminates the lower motor
seal nng found on other pumps
• Epoxy powder coat finish
-Vortex style lmpeller for superior
solids-harMling. Made Of high IempemNre
engineering po ymer.
• Fasteners -all non-wnosive stainless steel
• A16 stainless ideal mtorsM1afl.
257 igdflaCiC� N/A WA
1/9h011W 52amPs rAHz
Tlrermmly Protected& Pemiarendty WhMeted
(PW)Pe mtsplOOepem
MaRimiwn Fluid Teopersture:104°F
DIMENSIONAL DATA:
goal Model 25T.20led
Height: 10 5-
Major wtlM: 9.6' meaning mud,4250)
PERFORMANCE CURVE
25
Fsa ag
$t — a�
re _. .7
ll_
MOEel2W
MOdel261
Model 293
Modal 257 Mile
Manual.nomilch
Oulck-d scorvpct
Wide angle float with
VMF awMch, megMically
wdaan0leflwl
wnee giggY-lack!
oPeretMUMlcyflOet-
mercury-M1ae
plug. allows Manuel
operates m a 10.
.01�w.wdc�.M
opeato of pump.
elametasoMp
Vlus Certified y,a
LHIMMAY Pumps•7"JlipP1e
Tea Avenue• Berm, lbw
York I"16• shows, a110. -266a Fear I69a/AP0.1&ill
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Cover Page
Shaun Bird
Bid Plumbing Inc.
1432 1201h St
New Richmond Wi 54017
715-246-4516
Date, 5/22/20
CwnecShaun Bird
Location NW1/4 NE1/4 S 19 T30 IN R 19W 968150th Ave Richmond
Manuals Used In -ground absorbnon system (version 2.0)
Page#
1 Cover Page
2 Piot Plan
3. Chamber Cross pr
chon
4 Maintancea ontigency Plan
7 Filler Cross n /
Signature N
Ucense no #226900
System PLOT PLAN
PROJECT Shaun B'IN
ADDRESS 14321201h S1 New Richmond W154017
MN Va NE
v45
19 IT 30 NIB 19 W TOWN Richmond
COUNTY ST CROIX
SYSTEM ELEVATION
96 Pass 1 A32235WON 02tle 6I2I20
4
DATE.
BNp0.00M
CONVENTIONAL
XIX
COSVEIN71 I. LIFT
HOLDING TANK
MOUND_
SEPTIC
TANK SIZE 1255 galbn3 LIT TAKE SIZE
DOSE TANK SIZE
HOLDING TANK
SIZE
LOAD KATE 5 ADSORPTION AREA 1219
0 or <ENmEers
,BENCHMARK
V.RP
Top 01 Y mYe pipe
ASSUME EI Fs 1 H I�100'
Him Ldeurrc Filter
❑BOREHOLE:
O WELL ql R Now as benLllmaM1
V°"' SC 1/4" - 10,
>6' Qmck4 Standard 530' Property Line
of Cover Ls aching Chamber
[h 200 f2 of Ama
u11 n inn zones Pro 4
re stake]bya Bedm
= 30'
3-3' X 82' cells with A spacmR &2
BI
Vents 0'
All piping shall be ASTM SDR 30134, wahm 2'
10' of tank, piping shall be ASTM F891
35'
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 rifts pan of end plates To be A' above grade
Finish grade elevation
/ Typical installation �[ 99.5'
QVent i Grade QVent
Sel Tank
Spacing 5'
3 82' Celle
sinXo0ther
20 chambe percellems
System elevations:
A_96.0'
B_96 1'
C 96.2'
System Elevation
Observation tubeNent
To be located on end of Cells
ST. CRDIX CoMy
SEPTIC TANK MAWMNANCfe AGttfa 2LNT
AND
O HIP CHRTIlTICATICNFORM
Gonaiauaf .
Matbug Address
Property Address C/ (D 8
(Vmfic°Eavm9avetl k°m PlawaB�mm�t fa neuom�aau/oem.)
i CAY/State_ Parcel Identr5cenon Number O"e—� ON 77) _
LEGAL DESCRUUON
PeoOparly locattonA4d/.,&E—%.SO, ,T30NR /4,Townof �
Subdtvuion 1Q,H(' y �,
CerW9ed Survey MCP p
Warraaty Deed #
VOlanne ///J}_, Page k
SPachw,se yes
L°t lm,ldluofiav//....I no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
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meresse, u made as the wemany f,m
(REV OaroS)
POWTS OWNER'S MANUAL 5 MANAGEMENT PLAN vp_d_
---- -
eYSTed SPECIR"TIONS
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DESIGN Pgp.WETERS
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unae'. M intender Resbh.Atl seav, PpYRs InspMar, PONTS Mdndlrer, eetlaga Servicing Operator name labNMs nut
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e dare mnk(e) fa leanly any miwnp or of
effet�ero Me
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Page—? of 3
Contimted by
Condu ut! For:
5chmiR Sod Testing Inc
Nama
Siena Corporation
Thomas J Sclan0t, CST 227429
Address
4940 Viking Drive Suite 608
1595 72nd St
City, Store, Zip
Mimicapolrv, MN 55435
New Richmond, WI. 54017
Phone 715-247-2941
Side! Numc
The (new of Willow River
_ /J-/-y _
[,or No
30
Dix J� pc ,06
Legal Description
/p414M,114 S19 T30N R18W
■Bnckhoa pit
Iownhip, County
Richmond. St Croix
Reich Mark El, 100 00' Top of 2" Fee pipe
�Akenale Bah kL196..17'1'uv of/"S�./Lqf
CoaNeepi/'E"6&Ccrweia�
Slo`�pjlsTliXl G'(J Contour Lure El
NA
Contour ImeFength /bF
G
Q
V - 40'
Scale
ZZ,+�I
g3e,dc
ga64
a o
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1.,,.wa1nrlum... ..�.,�am�o
Parcel#: 026-130640430 GO13WN3 'PAGeioAM
Alt Parcel N: 19 M 181637 026-TOWN OF RICHMOND
Current IX ST CROB COUNTY WISCONSIN
Creston Data historical Data Map Sales Area Applml4 PI Permit Type poi Unlb
111162008 00 0
Tax Address
a
Chmene). 0-Cu .10.... c - Winner CO Own.,
0-ONECORPORATION
ONE CORPORATION
C- 1 ST NATIONAL COMMUNITY BANK
1 ST NATIONAL COMMUNIIY BANK
109 E 2N0 ST
NEWRICHMONDW15401T
DISVIts SC = School So = Spcaal
Property Adtlreaa(ea): =Pmmary
Type Dull Description
'968 IMTH AVE
6C 3962 SON GIST NEW RICHMOND
So 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description Acres, 2483
Plat 1101S01LENS OF WILLOW RIVER COSTA LOTS 1P
SEC 19 T3ON Ri 8W PT NW NE, (THE) GLENS
WocM(Condo Bldg. LOT 030
OF WILLOW RIVER COS) LOT 30 (2483AC)
Trasl(e) (SeoTwl 401/4160 114)
19- SON -18W NW NE
Name
Parcel history
Data Doc# Vollital Type
1202/2011 9477% WO
0MD2010 913232 AMEND COV
081062009 901590 SD
11/1612006 838975 PLAT
2012 SUMMARY 51119 Fair modesttie value Asa..s.d Wlm
210169 24.T00
Valuations:
Last Changed:
0912112011
Description
Class
Acres
Lam
Improve
Total state
Reason
RESIDENTIAL
G1
2483
25.900
0
25900 NO
General Property 2483 25900 0 25900
Woodland 0 000 0 0
Totals For 2011,
General Property
2483
25.900 0
25,900
Woodland
COW
0
0
Lottery Credit: claim count: 0 Corimcal Date Batch
Specials:
User Special Code category Amount
Tote Spa ... I Assessment; Special Cha000 Delinquent Cho rHoa
CP
S02030'30"W 399,38,
O
y A yp�9 0 {
b
I
1
l�
?X4a� Q^
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3
Page- of 3
_ atedby
Conducted For
,mtt Sod Testing Inc
Name
Samna Corporation
_mas g Sawn, CST 229429
Address
4940 Viking Driae Suite 608
595 71nd St
City, State, Zip
Nmneupcl¢, MN 55433
Nev. Richmond, W1 54019
Phone 915-249-2941
Snbd Name
The Glens of Willow 10ver
Lot No
30
D,w 2o 06
Legal Demiynon
Rb/V4iVEll4 Sl9 T)ONR18W
Bockhoe pit
Towtwhtp, Couaty
Rialunoad, St Cron,
A Beoah Mark El. 100,00 Top oft" pve pipe
LiAltesI��yh rkEl dy,�,, Topof
p"S1✓Lo4
Corwez PiAE �'r ee:crvf/<�
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CJ-1d
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Sa"
Scale P-40-
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Soil Test and System PLOT PLAN
PROJECT Shaun BIM
ADDRESS 1432120M St. New Richmond WI 54017
NM 114 NE 1145
19 /T 30 NIB 19 W TOWN Richmond COUNTY ST C♦KAX
SYSTEM ELEVATION
955S524'bBIDWgrtda 7116120 BEDROOM 4
DATE
CONVENTIONAL
CONVENTIONAL LIST '.CC: HOLDING TANK
MOUND _ SEMC TANK SIZE 1255 gallons ran TANK 568765 DOSE TANK SIZE
HOLDING TANK SIZE.
WAD RAZE T ABSOB ON AREA 891 p of chambers 44
® BENCHMARK V R.P.
Top OI TP poc PIN ASSUME ELEVATION IN' FLOP LIRIIBC Flllef
❑BOREHOLE 'O
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Valid
1501h Ave
Qulck4 Standard
Scale = 1/4" = 10'
Leaeningcnamber
wrth 200 fit of Area \530' property Line
5 6fOXparrof end caps
"
Grade at System 8levahov
LPro 4
Bedroom
no
50,
offer
Area of poor sods Comb
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and lots line are lobe staked by a
surveyor 50'
poor to mslallavon ,n
2-3' X 9Y cells wIN>3' spacing
Flood Zone, slaked by surveyor
All piping shall be ASTM SIR 30134, wahm I 2%slope
hell 10' of tank, piping sbe ASTM F891
To be>5from property Line
5 202D
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